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HomeMy WebLinkAbout4251 Kipling Street♦�A41 - City of �Wheat�idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building December 11, 2024 Brendan Penny MPS Law 125 South Wacker Drive Suite 2900 Chicago, IL 60606 Mr. Penny, 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 The purpose of this letter is to serve as zoning verification for property located at 4251 Kipling Street, Wheat Ridge, Colorado, 80033. The property is zoned Commercial -One (C-1). A "Veterinary Reference Diagnostics Laboratory", as you described in your email correspondence to be similar in use to a Quest Diagnostics, is a permitted use by right at this location and would fall under the "Medical and dental offices, clinics or laboratories, excluding substance abuse clinics" use listed in Sec. 26-204 of the city municipal code. Any deviation or increase in intensity from the use as described may result in an unpermitted use at this location and is subject to review by the Community Development Department. Sincerely, Alayna Olivas-Loera Planner II cc: 4251 Kipling Street Address File w .cimhaatridge.co.us Outlook re: Zoning Verification - Zoetis, Inc. (4251 Kipling Street) From Brendan Penny <bpenny@mpslaw.com> Date Wed 12/11/2024 9:25 AM To Zoning Division <zoning@ci.wheatridge.co.us> You don't often get email from bpenny@mpslaw.com. Learn why this is important Caution: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious activities to the IT Division. Thank you. Good morning, As a result of several conversations with the Administrative Assistant for your Community Development Department, Tammy Odean, this correspondence is being sent to request a zoning verification for our client, Zoetis Reference Labs LLC ("ZRL"), which is an indirect wholly owned subsidiary of Zoetis, Inc. ("Zoetis"). By way of brief background, Zoetis is the former animal health division of Pfizer Inc. It was spun off by Pfizer in 2013 and thereby became an independent company, publicly traded on the New York Stock Exchange (ticker symbol ZTS). Zoetis is the largest manufacturer of medicines and vaccines for pets and livestock in the world. Its 2023 revenues were approximately $8.5 billion and it currently employs more than 14,000 people. ZRL (formerly known as ZNLabs) is an animal diagnostics laboratory company that Zoetis acquired in 2019. ZRL is in the process of finalizing a Lease for approximately 2,310 square feet of space in the Clear Creek Office Park, 4251 Kipling Street, Suite 100, Wheatridge, CO. Per the Lease, the leased premises will be used for (and only for) the following: a veterinary reference diagnostics laboratory and (a) related office use, and (b) any use incidental thereto. For your information, a "veterinary reference diagnostics laboratory" is substantially the same as a medical diagnostics laboratory such as a Quest Diagnostics laboratory. The difference between a Quest Diagnostics laboratory and a ZRL laboratory is simply that the former tests and analyzes human blood, fecal, urine and tissue samples, whereas a ZRL laboratory tests and analyzes animal blood, fecal, urine and tissue samples provided by veterinarians. The instrumentation and chemical reagents used in a ZRL laboratory are the same or substantially the same as those found in a medical diagnostics laboratory. No animals will be kept on the premises. Rather, samples will be delivered to the premises. tested a, nalyzed and then disposed of in accordance with applicable law. I hope that the foregoing provides you with the information you need to issue a zoning verification letter (or similar writing) that informs ZRL as to whether the above -described use is permitted as a matter of right within the C-1 Commercial Zoning District. In the meantime, as I previously discussed with Tammy and as you know, (a) medical and dental offices, clinics and laboratories, excluding substance abuse clinics, and (b) veterinary hospitals (small animal, enclosed) are uses which are permitted as a matter of right in the C-1 District. As I have also previously noted, in our and our client's view, for purposes of determining whether the same is permitted as a matter of right in the C-1 District a "veterinary reference diagnostics laboratory" should be regarded and treated as the substantial equivalent of the uses described in the preceding clauses (a) and (b). Please note that time is truly of the essence here. as ZRL anticipates signing the lease before the Christmas holiday and must determine before it signs the lease whether the city agrees that ZRL may,as a matter or rightuse the subject preference as veterinary reference diagnostics laboratory. We very much appreciate your assistance and cooperation and look forward to hearing from you at your earliest opportunity. If you you have any questions or require any additional information, please don't hesitate to let me know. Best Regards, Brendan r3T ♦T V / ,Brendan Penny - Associate 1Vll J LHVV :31HB]9W(mYniy-As cafe U MILKER PORT ILL& STE LL E LLC 136]dlM1p3 (Ib kry. InY@n//lwtpn plipy OMa1255CUM WYkp MM Suip Zlp]CM1i'yA llinuvWW6 -MOBILE DECOM OF PRINT EQUIPMENT KnowwhafsbElOW- Call before you dig. ALL. SMI( MD WrERNLS Shall PE PERTORNEG MLG NMULLEV M ACCMDa Mm ME CURRENT EXRONS M ME IMWD GCCE9 stS agoadepam W ME LOCAL GOVERNING AInIpW RVTNND N NESE EUxs IS TO 9E CONSiRUCIEO TO P ff xoRK NOT mxiONMw N TNESE m . auawNc/DweIMC COOS aC xw SMVCNML COLE ISG EMS Unequa CIL CURE INC 3000 CLECTIl COPE NEC 3011 RE/i Sai Cal NIO9 ACCCNSSIIBIIM ISWIRENPLTS: IS ILNNW AND NOT FOR IryLNw N TAI .. WN6Y'PPVm ACCESS REWIREMfl ARE NET REgMTED AN ACCORLAACE SRN THE 3009 RIC 9AEKN0 CODE. AN Eadona C LMYYWM1O WAL. (3) NER PANEL ANTENWS (I PER SECTl N9rau ]) NEW Mi (I FOR SECTOR) IMSTALL fi, RER 3.G EIvagiva 1 009 NET M9rAll (I) NEW 3.5 NIBFYI£N CABLE M E ELF Mi s in ERGM oil N 3aM I sC1NNRE TIE K'0. 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SPRIMNW (n IX SPRINT N Sprint' PER SECTOR PER SFLTOR T.O. EIEV. a- aL. ro ANIENN Wheat .loo SPRINT r...w.. w o� R. d oMEARANDPARI — U m Y c DO g OIN`s Q m 8/1/1! FlWL CdBr M �71w m /1]/iGl 1PM Cp15r N IL - P4, W nF/. G ./1011! BfA[ M6r N FBI RRA 'OI EN. BMW CONSTRUCTION EQUIPMENT EN=SURE XPI�C NV ownoxe 1 EXISTING ELEVATION ILI LIS-O•p " sMNNuiAWW NO M0.iN SIMLL CWMIEMCE MIXGN R6 wAW.UXIEPYHEOw,rniwn NI ARWONO SIMKIWPL PAW HEN 3d NIlFHM45 P NEW LM IHIEHNES TO 9E REPORTS reNER/AMENI4ryWM MVLvSLOWED M MI MV ANTENNS MOUMEO cN NON MINIM RC EF. S%bM NJ GV3 AMFNW. (SEE SNEEr M-CfT.] W�MmEN SEPAPwVONSrt. TRRN IUR PMGR TO CGMSrRUCRINa SW1L RENEW r mom SUUPPIiTED RECfSr�. (n BEEN SPRINT s.s s (1) PERU PUNITIVE RRRE BY/� um Moan v RE"To ALL RPPEIGRId �PpO :�'•(RlA '+9 ,wIELOR (1) IX. SPPoMr FEIN SECTOR (I) R SPRINT MpI9ER5 M AN PEO IN CERINIED O •pC` 1�Q �+ h'p gC1IX{ PER WE" r.a BUILDING SR XX RPmL REPORT MOP w NSALurmN OR s�wE' 10 ELN..5 ANTENIU RUPEE, 11 MIRWNS QL.BUS EIEy. S]'_y" Y .5 1.O IRE SM£. WIGHTPADDJUSTEQV OF LL D W �:roaERAL:HEIGHT GP"MM'"EMEENTS AVRENNA MM SPRINT REPRESdRARLE a ALL ALI AZIMUMS AVE NI 9E TAKEN r TRUE NORM. AT FORNING SIGNALS, So - Tc cr Npw MAr ME vw CIFAR^p2IX III M367wRRncrw IS COMPININr ATTR RF NURSING AGNMGE DN63XC104 LL It EMERGFNCv SIGNAGE AS REQUIRED W 4251 RIPUNG Sr THE FEDERAL GUIGELWES k AS PW S III RIOCE CO SI EX. GRADEGL JEFFERSON. CO 9CN3 ELEV. -G' SPRINT, RI INA w N I R mu E%. SFAIM ENENns]RE ELEVATIONS a.wUIPMEM 0 IT IS IT INSEENIIIIIi A5 2 INEW ELEVATION NaL�:1I1R..1.�. I. CONTRACTOR AMLL PERFORM ALL MEW VEAIFlC kWN AND EME NOMM NORK PwIXf TO AXE ORDERING OF THE Sprint listed be ELECTRICAL EQUIPMENT AND ME ACR VL COWDRUR IYJN. CONTRACTOR SHALL ISSYIE A WRITTEN NOTICE Of ALL. all equipment will removed/ FINDINGS TO ME ENGINEER AND CANER DSIING PLL MMFINCTONS. FAULTY EONPMPR. AND DISCREPANCIES. dismnne(,•ted 2. CONTRACTOR SNVL YFARY TINT ALL NEC CLEARANCES ME MMNTMXEN. EX. SPRINT'p rI ENCLOSURE fIIICED�WheB A H610 NAMP.wnw. PEPNXNMRK6R6Rt l � ci x41, IX. EPPonT uro c.BrcT `O EX. SPRINITO IX. SflSPRINTw WlxEr NN es GaennEl(Y Er ST (SONNETex I^8 Q DM`+VO EX. SPRINT "N OSCgINECT G/1/IA wWL COURT Px EX. SPRINT METER ® B/1]/1A IWF CIX6i NX EX. SPRINT XFl ® HID/IA SON COUNT N DISCONNECTS (ABOVE) _ DATE NENBONGESCAPMN ETI. SROM TMNSF)INER _ . .REV ...o rr(��NEWS) CONSTRUCTION IX. TES PEDESTAL J IX. SWIM SODA PR: CABINET a—s-1 euwow O. MECO ENCL�JRE m � E N TER W soSOLUTIONSNSws nw-....y Rwx..nM.wM EX. sPwrB NYSRIfID[ cANc SXAUD ,n._,.� A. wxw.cwwn,n6aMlos�an 1 EXISTING SPRINT EQUIPMENT ELECTRICAL LAYOUT r.. =.m=+s^ E SWIM ENCLOSURE FENCE 0 LICENSE HELY OI pEIAGiFA opQp, SFRIrvT zoa vac r••.e IX. SPRM uro uBuaT a 33588p �'F"� EM. SPRINT NVIX. SPRM NV 'lROWU� Q) 201f�Xy MAIN CABINET &1MERV WINET FESS/O AL F'NG f _ HER SO EXPANSION WORST ii IX. SPRINT HAVEN wscoxnEGT IX. SPRINT METER nnrurma IX. SPRINT XFMR DO. SHARON CLEAR CREEK IREM DEEXT _ wsruL REN CONCRETE RMON63XC104 N'51 KIRING STREET VNEAT RIME, CO ECO]] IX TELCO PWESRA��. JEFFERSON COUNTY ; mer er SM TRANSFORMER ON NEWW �xron P/It ttIgSTE Pb EX. EX' MLGo ENCLOSURE- _ EQUIPMENT ELECTRICAL LAYOUT EX. SPRINT NY9EFrEK CA&E f2) NEW z.5 NIHRflF% CARIES f0 FOLLOW EL NVBPoFLD( ROME F A/ A/ 2 PROPOSED SPRINT EQUIPMENT ELECTRICAL LAYOUT sure: ITr-1•d `21 o2 From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Roofing permit Application Date: Friday, October 8, 20219:37:34 AM Roofing Permit Application THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this property Commercial Commercial or Residential? PROPERTY INFORMATION Property Address 4251 Kipling Street Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Clear Creek Office OR LLC Ki�xa��rQcj;Kr� josh@cpointproperties.com Do you have a signed Yes contract to reroof this property? CONTRACTOR INFORMATION Contractor Business Bauen Corporation Name Contractor's License Number Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address 019342 Ki�xa��rQcx�` jlempka@bauenroofing.com Retype Contractor jlempka@bauenroofing.com Email Address applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Jordan Lempka Permit Email not displaying correctly? View it in your browser. Attach City of Wheat SSK LC25821100816400 ndf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" DESCRIPTION OF WORK TOTAL SQUARES of 181 the entire scope of wo rk: Project Value (contract 122065 value or cost of ALL materials and labor) Are you re -decking the No roof? Is the permit for a flat Flat roof (less than 2:12 pitch) roof, pitched roof, or both? (check all that apply) What is the pitch of the 1/4:12 FLAT roof? How many squares are 181 part of the FLAT roof? Describe the roofing Carlisle 60 mil EPDM and 3" isocyanurate insulation material for the FLAT roof: Type of material for the TPO/EPDM FLAT roof: Provide any additional Move ballast, remove existing EPDM, add 3" ISO layer, install detail here on the new 60 mil EPDM, re -ballast. description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with i' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ( 1� Job Address: Permit Number: ,1i ❑ No one available for inspection: Time 1 (;4A/PM Re -Inspection required: YesNo When corrections have been made, sch Mule for re -inspection online at: heHp✓/www.ci.2wheatridge.co.u�nspectin (� \` DaZ_ oer, r� _ ) City of Wheat Ridge Commercial Telecom PERMIT - 201900826 PERMIT NO: 201900826 ISSUED: 07/16/2020 JOB ADDRESS: 4251 Kipling St EXPIRES: 07/16/2021 JOB DESCRIPTION: Commercial telecom -T -Mobile installing a new unmanned telecommunication facility; installing 6 new panel antennas, 6 RRH's, 1 new hybrid junction box with 12 new hybrid jumpers, new steel equipment platform with associated equipment on rooftop and 3 new screen walls. *** CONTACTS *** OWNER (303)638-5329 SdS29ANK NATIONAL ASSOCIATION GC (740)503-1635 BRIAN CLARK, JEREMY HEISMANN, 202156 ALTITUDE WIRELESS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 520 / Office; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 40,000.00 FEES Total Valuation 0.00 Plan Review Fee 399.46 Use Tax 840.00 Permit Fee 614.55 ** TOTAL ** 1,854.01 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. ®* A *1 City of Wheat Ridge Commercial Telecom PERMIT - 201900826 PERMIT NO: 201900826 ISSUED: 07/16/2020 JOB ADDRESS: 4251 Kipling St EXPIRES: 07/16/2021 JOB DESCRIPTION: Commercial telecom -T -Mobile installing a new unmanned telecommunication facility; installing 6 new panel antennas, 6 RRH's, 1 new hybrid junction box with 12 new hybrid jumpers, new steel equipment platform with associated equipment on rooftop and 3 new screen walls. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offcial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of IRMML)NiTy`J`Iheat j DEVELOPMENT Building & Inspection Services 7500 W. 29' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(oci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # c %�J6 K9 - Plan ReviewFQe 7 Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4251 Kling St., Wheat Ridge, CO 80033 Property Owner (please print): US Bank National Association Phone: 303-638-5,19-9 Property Owner Email: alanb@cpointproperties.com Tenant Name (Commercial Projects Only) Centre Point Properties Property Owner Mailing Address: (if different than property address) Address: 789 Sherman St. #430 City, State, Zip: Denver, CO 80203 Architect/Engineer: Chris Warren Architect/Engineer E-mail: cwarren@infinigy.com Phone: 678-444-4463 Contractor Name: TBD City of Wheat Ridge License #: Contractor E-mail Address: Phone: For Plan Review Questions & Comments (please print): CONTACT NAME (please print):,4412e cAe /� ,>% Phone: CONTACT EMAIL(please print): "(1WIN -/e Sub Contractors (Must provide Wheat Ridge License NQ Signed Subcontractor Authorization form): Electrical: TBD Plumbing: TBD Mechanical: TBD W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑X COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. T -Mobile proposes to install a new unmanned telecommunication facility: installing (6) new panel antennas, (6) new RRH's, (1) new hybrid junction box with (12) new hybrid jumpers, new steel equipment platform with associated equipment on rooftop, (3) new screen walls. Sq. FULF 200 Sq. Ft. BTUs N/A Amps 200 Squares N/A For Solar: N/A Gallons KW N/A # of Panels N/A Requires Structural For Commercial Projects Only: Occupancy Type: Structure Construction Type: JIB Occupancy Load: 200 ami) Square Footage: 200 Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 40,000.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) Lr THORIZED REPRESENTATIVE) of (OWNER) (CONTR Signature (first and last name): Printed Name: James Wicks DEPARTMENT USE ONLY ZONING COMMMENTS: Cc nlne AVS SCJ -)J K. CLPPLA C CUl l 51 M C) COmMent 0.dditsSed r'eubmitini Reviewer: ( _I BUILDING DEPARTMENT COMMENTS: Re p'wer: 10C r-oe C4A- PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: _� CONSTRUCTION TYPE: Building Division Valuation: - C l� TOWN OF WHEAT RIDGE 7500 W. 291" Ave. Wheat Ridge, CO 80033 (303) 235-2851 1ST REVIEW BY: N. Chung DATE: 5/4/19 2ND REVIEW BY: DATE: 3RD REVIEW BY: DATE: PLAN CHECK NO.: 201900826 T -Mobile CORRECTIONS CORRECTIONS APPROVED CORRECTIONS APPROVED A. THE ITEMS BELOW REQUIRE CORRECTION OR CLARIFICATION BEFORE THIS PLAN CHECK CAN BE APPROVED FOR PERMIT ISSUANCE. B. NOTE ON THIS CORRECTION SHEET OR ON A SEPARATE SHEET THE LOCATION OF THE COMPLETED CORRECTION. (I.E. SHEET NO., DETAIL, ETC. IBC 2012 STRUCTURAL DESIGN REQUIREMENT 1. Sheet T-1, Applicable Codes: 2012 IBC shall be used instead of 2015 IBC. 2. Sheet S1, Fiber Reinforced Polymer Notes: Verify note #16. Why to comply with Los Angeles Research Report? 3. Page 3 of the structural calculation: Per City Design Requirements, wind speed shall be 105 mph (ASD) w/ exposure C, 2012 IBC & 30 psf ground snow load. Revise the calculation. Also verify other pages for these requirements. 4. For the computer run of the platform, provide a diagram showing locations of joint numbers and member labels. Also for screen walls computer runs. 5. Details 1,2/S9: Verify the note "13/16 x % horizontal short slot EA flange". Usually the hole for 3/' bolt is 13/16". It is standard practice, no need to specify. 6. Sheet S4 and Detail 9/S9: Verify the angle clip 6x4x1/2. All other places use 6x6x1/2. 7. Sheet S4: Verify the thickness of the clip angle for details 6,7,8,9/S9 & details 3,4,5,6/S10. Why, it is different. 8. Details 1,2/S5: The reference detail 3/S11 @ mid of the bracing shall be 1/S11. Stephanie Stevens From: Stephanie Stevens Sent: Wednesday, May 1, 2019 4:08 PM To: Icwarren@infinigy.com' Subject: 4251 Kipling- T -Mobile Building Permit #201900826 Hi Chris, I'm in a receipt of your building permit for a proposed roof -mounted telecommunications facility located at 4251 Kipling St (Permit #201900826), and I'm the assigned Planner in charge of review for zoning compliance. I don't see anything really alarming, but I have a few comments that need to be addressed prior to being able to provide Planning approval, as follows: 1. Provide specifications on the FRP screen wall, and paint colors. The screen walls will need to be painted to match the building. Per Sec. 26-615 of the Municipal Code, roof -mounted CMRS facilities shall be set back from the roof or parapet edge so that visibility from the street and adjacent properties is minimized to the greatest extent possible, else the facilities and equipment shall be screened by materials that are architecturally compatible with and colored to match the building or structure to which they are attached. 2. Provide height dimensions as measured from the roof deck. The dimensions you provided on sheet A-5 appear to be taken from the building parapet. Height as measured from roof deck cannot exceed 12'. 3. Please confirm that co -location was explored as required by Sec. 26-615 (D). Please respond as soon as possible so we can keep the building permit review moving. I will call to follow-up here shortly. Thank you, Stephanie Stevens, AICP Senior Planner Community Development Department 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2848 Fax: 303-235-2848 www.ci.wheatridge.co.us 1969 !2019 CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Stephanie Stevens From: Andrew Moyle <amoyle@infinigy.com> Sent: Friday, May 10, 2019 4:32 PM To: Stephanie Stevens Subject: RE: 4251 Kipling- T -Mobile Building Permit #201900826 You got it. Thank you so much Stephanie. Andrew Moyle I Regional Site Acquisition Manager RMR - DSW - NORCAL Infmigy 1490 W. 121" Ave. Suite 101 Westminster, CO 80234 (303) 884-1359 — Mobile , Movle�a?infiniev.com INFINIGY8 FROM ZERO TO INFINIGY the solutions ore endless Offices inIAZICA ICOIFLIGAIILIMDINYINJINHINC ITXIWAI From: Stephanie Stevens <sstevens@ci.wheatridge.co.us> Sent: Friday, May 10, 2019 4:31 PM To: Andrew Moyle <amoyle@infinigy.com> Subject: RE: 4251 Kipling- T -Mobile Building Permit #201900826 We need full-sized prints of the revised sheets to replace in the permit set, please. Thank you, Stephanie Stevens, AICP Senior Planner Office Phone: 303-235-2848 �or W heat Rc i • From: Andrew Moyle <amoyle@infinigy.com> Sent: Friday, May 10, 2019 4:29 PM To: Stephanie Stevens <sstevens@ci.wheatridge.co.us> Subject: RE: 4251 Kipling- T -Mobile Building Permit #201900826 Stephanie, Am I able to email the updated sheets or do those need to be dropped off? Thanks Andrew Andrew Moyle I Regional Site Acquisition Manager RMR - DSW - NORCAL Infmigy 1490 W. 121" Ave. Suite 101 Westminster, CO 80234 (303) 884-1359 — Mobile AMov1e((v1nfinicv.Co111 INFINIGY8 FROM ZERO TO iNFIN1GY the solutions are endless Offices inIAZICA ICOIFLIGAIILIMDINYINJINHINC ITXIWAI From: Stephanie Stevens <sstevens@ci.wheatridge.co.us> Sent: Friday, May 10, 2019 4:28 PM To: Andrew Moyle <amovle@infinigy.com> Subject: RE: 4251 Kipling- T -Mobile Building Permit #201900826 Looks good. Thanks, Andrew. Once we get your updated sheets, I should be able to sign off for Planning. Have a great weekend. Thank you, Stephanie Stevens, AICP Senior Planner Office Phone: 303-235-2848 r W t R!ggc From: Andrew Moyle <amoyle@infinigy.com> Sent: Thursday, May 9, 2019 11:37 AM To: Stephanie Stevens <sstevens@ci.wheatridge.co.us> Subject: RE: 4251 Kipling- T -Mobile Building Permit #201900826 Stephanie, Here is the response letter. Please know that we are waiting on the revised Structural comments to update our S -Sheets and incorporate into our CD's and our CD's will also show the paint to match. Let me know if this works for planning purposes Thanks Andrew Andrew Moyle I Regional Site Acquisition Manager RMR - DSW - NORCAL Infmigy 1490 W. 121" Ave. Suite 101 Westminster, CO 80234 (303) 884-1359 — Mobile AMovle(c),infiniLyv.com INFINIGY8 FROM ZERO TO INFINIGY the solutions ore endless Offices in I AZ ICA I CO I FL I GA I ILI MD I NY I NJ I NH INC I TX I WA I From: Stephanie Stevens <sstevens@ci.wheatridge.co.us> Sent: Monday, May 6, 2019 10:09 AM To: Andrew Moyle <amoyle@infinigy.com> Subject: FW: 4251 Kipling- T -Mobile Building Permit #201900826 Please see below for Planning comments sent on May 1. Feel free to contact me with any questions. Thank you, Stephanie Stevens, AICP Senior Planner Office Phone: 303-235-2848 r Whcat ` l From: Stephanie Stevens Sent: Wednesday, May 1, 2019 4:08 PM To: cwarren@infinigy.com Subject: 4251 Kipling- T -Mobile Building Permit #201900826 Hi Chris, I'm in a receipt of your building permit for a proposed roof -mounted telecommunications facility located at 4251 Kipling St (Permit #201900826), and I'm the assigned Planner in charge of review for zoning compliance. I don't see anything really alarming, but I have a few comments that need to be addressed prior to being able to provide Planning approval, as follows: Provide specifications on the FRP screen wall, and paint colors. The screen walls will need to be painted to match the building. Per Sec. 26-615 of the Municipal Code, roof -mounted CMRS facilities shall be set back from the roof or parapet edge so that visibility from the street and adjacent properties is minimized to the greatest extent possible, else the facilities and equipment shall be screened by materials that are architecturally compatible with and colored to match the building or structure to which they are attached. Provide height dimensions as measured from the roof deck. The dimensions you provided on sheet A-5 appear to be taken from the building parapet. Height as measured from roof deck cannot exceed 12'. Please confirm that co -location was explored as required by Sec. 26-615 (D). Please respond as soon as possible so we can keep the building permit review moving. I will call to follow-up here shortly. Thank you, Stephanie Stevens, AICP Senior Planner Community Development Department 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2848 Fax: 303-235-2848 www.ci.wheatridge.co.us �"Cby or � Wheatl?, CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless 1490 West 121St St., SUITE 101 WESTMINSTER, CO 80234 Date: May 9, 2019 To: Stephanie Stevens, AICP From: Infinigy Solutions Paul Buono 1490 W. 12151 Ave, Suite 100 Westminster, Colorado 80234 Phone: 303.219.1178 Email: pbuono@infinigy.com RE: 4251 Kipling- T -Mobile Building Permit #201900826 Stephanie, I am going to address your comments and concerns below: 1. We have added the note "Painted to Match Building Fagade" at the end of every callout for an FRP screen wall. Since each sector has a screen wall, we do not have to move our equipment away from the roof/parapet edge. 2. We have modified our A-5 page to show that the height is I V-1" from the roof level. 3. Co -location was explored in this area by Sec 26-615 by screening and design of T -Mobile telecommunication facility. We have designed our equipment on this rooftop to blend in by screening the antennas and using an abandoned equipment platform located on the rooftop. There are other carriers on the rooftop that are not screened but this is essentially a Co -Location due to multiple carrier having their equipment on this rooftop. Paul Buono I Project Manager Infinigy 1490 W. 121st Ave. Suite 10 i Westminster, CO 80234 (856) 889-6236 — Mobile (303) 219-1178 — Office INFINIGY6 FROM ZERO TO INFINIGY the solutions are endless May 17, 2019 N. Chung Town of Wheat Ridge 7500 W. 29' Ave. Wheat Ridge, CO 80033 RE: DN02362A Comment Response Letter T -Mobile Site Number: DN02362A Site Address: 4251 Kipling Street, Wheat Ridge, CO 80033 Building Code: 2012 IBC Design Standard: ASCE 7-10 / ANSI/TIA-222-G Dear N. Chung: At your request, Infinigy Engineering, PLLC. has provided this Comment Response Letter along with the resubmitted structural calculations per the request of the Structural Review (dated 05/04/19) by N. Chung. The comment responses listed below points out the changes that have been made to the structural calculations to meet the reviewer's requests: 1) Applicable codes are changed to 2012 International Building Code. 2) Infinigy uses Los Angeles Research Report (LARK) as the reference documents when designing and analyzing telecom structures that utilized Fiber Reinforcement Polymers (FRP). A copy of LARR certificate is attached herewith. 3) All calculation is now updated per city requirement: 105 mph (ASD) Wind Speed, Exposure Category C, 2012 IBC and 30 psf Ground Snow Load. 4) Location of joint number and member labels are now included in the resubmitted report. Screen wall is not considered while analyzing the platform as a conservative approach however the force developed on members due to wind load on screen wall is considered. 5) The note "13/16x1/4 horizontal short slot EA flange" is removed in resubmitted report. 6) All clip angles are now 6x6x1/2. 7) For the uniformity in design, all clip angles thickness is changed to 1/2". 8) The reference details are now corrected accordingly. Should there be any questions, please do not hesitate to contact us (214) 718-3132. Sincerely, Mukunda Pokharel, EIT Project Engineer II mpokharel@infinigy.com INFINIGY8 INFINIGY� FROM ZERO TO INFINIOY the solutions are endless 1490 West 121St St., SUITE 101 WESTMINSTER, CO 80234 Date: May 9, 2019 To: Stephanie Stevens, AICP From: Infinigy Solutions Paul Buono 1490 W. 121St Ave, Suite 100 Westminster, Colorado 80234 Phone: 303.219.1178 Email: pbuono@infinigy.com RE: 4251 Kipling- T -Mobile Building Permit 4201900826 Stephanie, I am going to address your comments and concerns below: 1. We have added the note "Painted to Match Building Fagade" at the end of every callout for an FRP screen wall. Since each sector has a screen wall, we do not have to move our equipment away from the roof/parapet edge. 2. We have modified our A-5 page to show that the height is 11'-1" from the roof level. 3. Co -location was explored in this area by Sec 26-615 by screening and design of T -Mobile telecommunication facility. We have designed our equipment on this rooftop to blend in by screening the antennas and using an abandoned equipment platform located on the rooftop. There are other carriers on the rooftop that are not screened but this is essentially a Co -Location due to multiple carrier having their equipment on this rooftop. Paul Buono ( Project Manager Infinigy 1490 W. 121 st Ave. Suite 101 Westminster, CO 80234 (856) 889-6236 - Mobile (303) 219-1178 - Office INFINIGY6 FROM ZERO TO INFINIGY g,,qb0gA the solutions are endless Structural Analysis Report May 17, 2019 Site Name Clear Creek Denver Site Number DN02362A Infinigy Job Number 4114-C0001-13 Client T -Mobile Carrier T -Mobile Site Location 4251 Kipling Street, Wheat Ridge, CO 80033 390 46' 33.81" N NAD83 1050 06' 37.51" W NAD83 Structure Classification Rooftop — New Site Build Structure Usage 99.0% Overall Result Pass Upon reviewing the results of this analysis, it is our opinion that the structure meets the specified ASCE and IBC code requirements. The FRP screening, antenna mounts, step -over and equipment platform are therefore deemed adequate to support the proposed loading as listed in this report. 'wheat COMMUN17y DevELOPMEdge APPROVED ed for God ��p O LICReview---�•��Pliance O T�.,.. O �1 s Examiner D&nsate The Issuance of a P"mlt or gwfftw oNnCOW W be o perm,t1br, or on oJ1A►oral o feucoffam T 0 01 Me butldMg code or of ony Cjh ad,Aoncee t�bon to %NA towotote a caner/ the prowl of the �l Ueoty shall not be w/ra Mukunda Pokharel, E.I.T. Project Engineer II INFINIGY6 Structural Analysis Report May 17, 2019 Contents Introduction....................................................................... 3 Supporting Documentation..................................................... 3 Analysis Code Requirements................................................... 3 Conclusion........................................................................ 3 Equipment Platform Loading Configuration ................................. 4 Equipment Platform Structure Usages ....................................... 4 Equipment Platform Anchor Reactions ....................................... 4 Antenna Mount Loading Configuration .................................... 5 Antenna Mount Structure Usages ............................................. 5 Antenna Mount Anchor Reactions ............................................ 5 FRP Screening Structure Usages ............................................. 6 FRP Screening Anchor Reactions ............................................ 6 Assumptions and Limitations................................................... 6 Calculations.................................................................... Appended DN02362A Page 12 Structural Analysis Report May 17, 2019 Introduction Infinigy Engineering has been requested to perform a structural analysis for the proposed T -Mobile rooftop mounted equipment and support. All supporting documents have been obtained from the client and are assumed to be accurate and applicable to this site. The structure was analyzed using RISA -313 Version 17.0.2 analysis software. Supporting Documentation Construction Drawings Infinigy Site ID: DN02362A, dated October 26, 2018 Rooftop Mapping Infinigy Site ID: DN02362A, dated December 06, 2018 Analysis Code Requirements Wind Speed 105 mph 3 -Second Gust, VASD / 136 mph 3 -Second Gust, VVULT Design Snow Load 30 psf Building Code 2012 IBC w/ ASCE 7-10 Structure Class II Exposure Category C Topographic Category I Calculated Crest Height 0 Conclusion Upon reviewing the results of this analysis, it is our opinion that the structure meets the specified ASCE and IBC code requirements. The FRP screening, antenna mounts, step -over and equipment platform are therefore deemed adequate to support the proposed loading as listed in this report. If you have any questions, require additional information, or actual conditions differ from those as detailed in this report please contact me via the information below: Mukunda Pokharel, E.I.T. Project Engineer 111 Infinigy Engineering, PLLC 2815 Mitchell Drive, Suite 215, Walnut Creek, CA 94598 (303) 219-1178 mpokharelkinfinigy.com I www.infinigy.com DN02362A Page 13 Structural Analysis Report May 17, 2019 Equipment Platform Loading Configuration Roof Height (ft.) Qty Appurtenance Mount Carrier 52.0 1 T -Mobile Large Delta Cabinet Equipment Platform T -Mobile 1 T- Mobile PPC Cabinet 1 Fiber Interface 2 Raycap ASUTYPOI 1 Work Light 2 Nokia Flex System/Radio Module Stacked Sleeve 1 T- Mobile Transformer 1 T- Mobile Electric Disconnect Switch Equipment Platform Structure Usages Intermediate Leg 93.1% Pass Angle Bracing 92.4% Pass Girder 22.0% Pass Beam 50.7% Pass Results 93.1% Pass Equipment Platform Anchor Reactions Reaction Data Design Capacity* Analysis Reactions Result Max Tension lbs. 4641.0 1450.0 32.0% Max Shear lbs.) 1 13146.0 586.0 1 5.0% Combined Tension/Shear -- -- 1 15.0% - Assumed (1) 5/S" Kwilc Bolt TZ (3.725" embedment), total of (4) per connection. Contractor to field verify. - Anchor reactions are acceptable per rigorous structural analysis DN02362A Page 14 Structural Analysis Report May 17, 2019 Antenna Mount LoadinE Configuration Antenna Mount Structure Usages Leg Rad. Pass Horizontal Mount Pass Antenna Mount Pipe 49.1% CL (ft) HT Qty Appurtenance Carrier Results ft Pass 3 Commsco e FFHH-65C-R3 3 Nokia AAFIA Massive MIMO 57.0 57.0 3 Nokia AHLOA T -Mobile 3 Nokia FXFB 3 COVP Antenna Mount Structure Usages Leg 61.7% Pass Horizontal 51.5% Pass Antenna Mount Pipe 49.1% Pass Kicker 3.9% Pass Results 61.7% Pass Antenna Mount Anchor Reactions (Main Leg to Roof Connection) Reaction Data Design Capacity* Analysis Reactions Result Max Tension lbs.) 2051.0 1033.0 51.0% Max Shear lbs. 2337.0 371.0 61.0% Combined Tension/Shear -- -- 24.0% -Proposed (1);3/8" KWIIC Bolt TZ (2.75" embedment), total of (4) per connection. (Kicker to Roof Connection) Reaction Data Design Capacity* Analysis Reactions Result Max Tension (lbs.) 6499.0 1733.0 27.0% Max Shear lbs.) 2337.0 258.0 12.0% Combined Tension/Shear -- -- 14.0% "Proposed (1) 31U" KWIK Bolt TZ (2.75" embedment), total of (4) per connection. - Anchor reactions are acceptable per rigorous structural analysis DN02362A Page 15 Structural Analysis Report May 17, 2019 FRP Screening Structure Usages Steel Member 74.9% Pass FRP Member 99.0% Pass Results 99.0% Pass FRP Screening Anchor Reactions (Steel HSS to Roof) Reaction Data Design Capacity* Analysis Reactions Result Max Tension lbs. 11300.0 10721.0 95.0% Max Shear lbs. 5259.0 898.0 18.0% Combined Tension/Shear -- -- 94.0% "Proposed (1) 5/8" Kwik Bolt TZ (4.0" embedment), total of (4) per connection. - Anchor reactions are acceptable per rigorous structural analysis Assumptions and Limitations Our structural calculations are completed assuming all information provided to Infinigy Engineering is accurate and applicable to this site. For the purposes of calculations, we assume an overall structure condition of "like new" and all members, connections, anchors, and masonry to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure's condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report Infinigy Engineering should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard TIA, AISC, ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. Infinigy Engineering is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions. DN02362A Page 16 Envelope Only Solution Infinigy Engineering, PLLC MP 4114 -C0001 -B DN02362A - Clear Creek Denver 03 Wire Frame May 17, 2019 at 11:35 AM Platfo rm_DN02362A_MP. rad .V zX.I Envelope Only Solution Infinigy Engineering, PLLC MP 4114 -C0001 -B DN02362A - Clear Creek Denver Rendered May 17, 2019 at 11:36 AM Platform_DN02362A_MP. r3d Clear Creek Denver DN02362A MP 5/17/2019 ASCE7-10/2015IRC Table 7-3 ( Table 1.5-2 I Table 7-1 „� _ Design Snow Load (Pf) (psf) Table26.6-1 N/A Basic Wind Speed Af<0.1Bh 29.5-2 27.3.2 Pressure Force(psf) Kd I V (mph) GCr qz (psf) 0.85 1 136 Yes 1.904 34 65 �yu�P�n ASCE 7-10 Reference Table 4-1 Live Load LL (psf) Elevated Platform 60 Status Model q Length (ft) Width (ft) Height (ft) I Weight (Ib) I Point Load (Ib) I Distributed Load (Ib/ft) Proposed 2.42 2.45 4.67 300.00 75 61.22 Proposed 2.17 3.08 2.00 200.00 50 32.43 Proposed 1.61 1.83 0.44 264.00 66 72.00 Existing 0.77 0.50 0.55 13.00 3.25 13.00 Proposed 2.50 3.00 6.16 1600.00 400 266.67 Proposed 0.50 1.57 1.70 19.00 4.75 6.05 Proposed 1.67 1.67 3.10 460.00 115 137.72 Proposed 0.77 0.50 0.55 13.00 3.25 13.00 Table 7-3 ( Table 1.5-2 I Table 7-1 „� _ Design Snow Load (Pf) (psf) Table26.6-1 N/A Basic Wind Speed Af<0.1Bh 29.5-2 27.3.2 Pressure Force(psf) Kd I V (mph) GCr qz (psf) 0.85 1 136 Yes 1.904 34 65 Design Live Loads ASCE 7-10 Reference Table 4-1 Live Load LL (psf) Elevated Platform 60 Table 7-3 ( Table 1.5-2 I Table 7-1 „� _ Design Snow Load (Pf) (psf) Table26.6-1 N/A Basic Wind Speed Af<0.1Bh 29.5-2 27.3.2 Pressure Force(psf) Kd I V (mph) GCr qz (psf) 0.85 1 136 Yes 1.904 34 65 Company Infinigy Engineering, PLLC May 17, 2019 IIRISA Designer MP 11:28 AM Job Number 4114 -C0001 -B Checked By: Model Name DN02362A - Clear Creek Denver Member Primary Data Label I Joint J Joint K JointRo... Section/Shape Type Desi n List Maerial Desion Rules M1 N17 N2 180 Beam Beam Channel A36 'Gr.36 Typical 1 7 1 M7 1 M17 NAR 111801 Rcmm I Rmm I (honncl I At2R (_r IQ 3 M29 N2 N12 180 Beam Beam Channel A36 Gr.36 Ty pical 4 M30 N11 N1 180 Beam Beam Channel A36 Gr.36 IT icaI 5 M68A N97A N98A Girder Beam ide Flange A992 Bracingangle ical 6 M36 N57 N111 Beam Beam Channel A36 Gr.36 Typical M3/ NOV N'IIJ I I beam Beam Channel I A36 Gr.36 TVDical 8 1 M38 I N61 N115A I I Beam Beam I Channel I A36 Gr.36 Typical 9 M39 N63 N117A I I Ream I Ream Channel I AIR r,r 3R Timir-ml 10 ' M40 1 N65 N119A Beam Beam Channel A36 Gr.36 ingle Angle 11 M41 N67 N121A Beam Beam Channel A36 Gr.36 IT 12 M42 N69 N123A Beam Beam Channel A36 Gr.36 Bracingangle 13 M43 N12 N83 Bracing HSS Column Tube A500 Gr.B Rect Typical N128C 14 M44 N59 N85 Bracing HSS Column Tube A500 Gr. 6 Rect Typical M92B 15 M45 N11 N82 Bracing HSS Column Tube A500 Gr.B RectL—Typical TvDical 16 M46 N58 N84 Bracing HSS Column Tube A500 Gr.B Rect I Typical Typical 42 M92A N75 N77 Bracing angle 56 1 M94C I N117A Beam ingle Angle A36 Gr.36 T ical 43 M93A N77 N79 Bracingangle Page 1 Beam ingle Angle A36 Gr.36 Typical 44 M94A N79 N71 Bracingangle Beam Ingle Angle A36 Gr.36 TVDical 45 M91 N128B N128C Bracing an le Beam Single Angle A36 Gr.36 Typical 46 M92B N129A N130A Bracing angle Beam Ingle Angle A36 Gr.36 TvDical 47 M97 N45 i N133A Bracing HSS Column Tube A500 Gr.B Rect Typical 48 M98 N17 N135A Bracing HSS Column Tube A500 Gr.B Rect Tvoical 49 M98A N73 N136 90 Bracing angle Beam (single Angle A36 Gr.36 T ical 50 M99 N136 N72 90 Bracing angle Beam ingle Angle A36 Gr.36 Typical 51 M100 N137A N70 Bracing angle BeamSingle Angle A36 Gr.36 Typical 52 M90B N111 N56 Beam Beam Channel A36 Gr.36 Typical 53 M91 N45 N11 180 Beam Beam Channel A36 Gr.36 Typical 54 M92C N113 N58 Beam Beam Channel A36 Gr.36 Tvnical )5 MUJU N115H Nbu I I I Beam I Beam i Channel I A36 Gr.36 Typicc, 56 1 M94C I N117A N62 I I I Beam I Beam I Channel L A36 Gr.36 Typia RISA -31D Version 17.0.2 [WA ... \ ... \... \... \... \... \... \... \TNX or RISA\Platform_DN02362A_MP.r3d] Page 1 Company Infinigy Engineering, PLLC May 17, 2019 Designer MP 11:28 AM 1 ' Job Number 4114 -C0001 -B Checked B Model Name DN02362A - Clear Creek Denver Member Primary Data (Continued) Label I Joint J Joint K JointRo.. Section/Shape Tvoe Design List Material Desian Rules 57 M95A N119A N64 Beam Beam Channel A36 Gr.36 TVDical 86 58 M96A N121A N139 Beam Beam Channel A36 Gr.36 TYDical ! M99C 59 M97A N123A N68 Beam Beam Channel A36 Gr.36 TVDical N162A 60 M98B N17 N1 Beam Beam Channel A36 Gr.36 Typical N170 61 M99A N74 N76 270 Bracinq angle Beam Single Angle A36 Gr.36 Typical RIGID 62 M62A N12 N9 Intermediate Le Column Tube A500 Gr.B Rect T ical 63 M63 N59 N97 Intermediate I en rnh iron Ti iha ARM rrr R Pn. + T,,. i-1 85 M99B N161 N159A Handrail Bm Beam Pie A53 Gr.B Typical 86 M98D I N166 N162A Handrail Bm Beam Pie A53 Gr.B Typical 87 ! M99C N165A N161A Handrail Bm Beam Pie A53 Gr.B TvDical 88 M100A N162A N168 RIGID HBrace None RIGID DR1 89 M101 N168 N170 RIGID HBrace None RIGID DR1 90 M102 N161A N167 RIGID HBrace None RIGID DR1 91 M103 N167 N169 RIGID HBrace None RIGID DR1 92 M92D N162 N166 Handrail Bm Beam Pie A53 Gr.B Typical Material Takeoff _- _-_-Material Size Pieces Lenath[in Weinht[K] 1 2 1 General RIGID 10 44.8 0 3 Total General 10 44.8 0 4 _ 5 Hot Rolled Steel 6 A36 Gr.36 C10X20 2 49 0 7 A36 Gr.36 C3X5 20 1356 .6 8 A36 Gr.36 C8X11.5 2 88 0 9 10 A36 Gr.36 A36 Gr.36 L2.5x2.5x3_ L3X3X4 2 4 50.1 138 _ 0 0 RISA -31D Version 17.0.2[WA ... \ ... \... \... \... \... \... \...\TNX or RISA\Platform_DN02362A_MP.r3d] Page 2 Company Infinigy Engineering, PLLC May 17, 2019 IIRISA Designer MP 11:28 AM Job Number 4114 -C0001 -B Checked By: Model Name DN02362A - Clear Creek Denver Material Takeoff (Continued) RA .+.,i.1 Ci- Die l .. ..46 r; -i rnr_:-"•rvi 11 A36 Gr.36 L2x2x4 17 921.6 .2 12 A500 Gr.B Rect HSS6X6X4 2 24 0 13 A500 Gr.B Rect HSS2X2X4 27 1810 .8 14 A53 Gr.B PIPE 2.0 11 357.7 .1 15 A992 W1OX30 1 312 .8 16 Total HR Steel None _ 88 5106.5 2.8 Basic Load Cases RI r nate rin+inn X r --Ah, V r_r Ah, 7 (_-Ah, Irvin+ D.,;.,+ A, --IRA- c,,.r... 1 1 2 Self Wei ht Wind Load AZI 000 1 DIL -1 WLZ _ 18 4 3 4 Wind Load AZI 090 Live Load WLX LL 5 2 1 5 Snow Load SL 15 T----,,- 6 BLC 2 Transient Area Loads None 70 356.517 7_ BLC 4 Transient Area Loads None 1 68 1.2D + 1.61L + 0.5W (IBC 2015 Eq. 16-2) ..... 8 _ BLC 3 Transient Area Loads I None 70 1.6 _ 9 BLC 5 Transient Area Loads -- None _ _ 68 2084.709 8 Load Combinations n.-in+inn RI r C-+nr QI r C-+- QI r C.,..+- DI r C....+... C C C C r r 1 1 AD IBC 2015 E . 16-1 ... Y DL 1.4 2592.294 115 102.865 15 258.452 -................................ 2 1 15 T----,,- min -382.158 18 356.517 119 -102.069 191 3 1.2D + 1.61L + 0.5W (IBC 2015 Eq. 16-2) ..... Y DL 1.2 LL 1.6 WLZ .5 WLX 19 2084.709 8 4 1.21D + 1.6L + 0.5W (IBC 2015 Eq. 16-2) ..... Y 11 DL 1.2 LL 1.6 WLZ .433 WLX .25 min 5 1.21D + 1.61- + 0.5W (IBC 2015 Eq. 16-2) ..... Y DL 1.2 LL 1.6 WLZ .25 WLX .433 6 11.21D + 1.6L + 0.5W (IBC 2015 Eq. 16-2) ..... Y DL 1.2 LL 1.6 WLZ 327.214 WLX .5 7 1576.989 15 6 L min -433.524 15 78.8U--F-18T--17.317 15 8 1.2D + 1.6S + 0.5L (IBC 2015 Eq. 16-3) ... Y DL 1.2 SL 1.6 LL .5 25.283 16 9 284.135 19 483.769 16 55.916 18 1539.664 15 8min 10 1.2D + 1.6S + 0.5W (IBC 2015 Eq. 16-3) .... Y DL 1.2 SI 1.6 WLZ .5 WLX 1 -7.45 11 11.2D + 1.6S + 0.5W (IBC 2015 Eq. 16-3) ..-.. Y DL 1.2 I SL 1.6 WLZ .433 WLX .25 12 1.211D + 1.6S + 0.5W (IBC 2015 Eq. 16-3) .._.. Y DL 1.2 SLI 1.6 WLZ .25 WLX .433 13 1.2D + 1.6S + 0.5W (IBC 2015 Eq. 16-3) .._.. Y DL ! 1.2 SL 1.6 WLZI WLX .5 14 15 1.2D + 1.OW + 0.51L + 0.5S (IBC 2015 Eq..... Y DL 1.2 WLZ 1 WLX LL .5 .5 16 1.2D + 1.OW + 0.5L + 0.5S (IBC 2015 Eq..... Y DL 1.2 IWLZI WLX 1 LL .5 ....51 17 I 18 0.9D + 1.OW (IBC 2015 Eq. 16-6) 000 ... Y DL .9 WLZ 1 WLX 19 0.9D + 1.OW (IBC 2015 Eq. 16-6) 090 ... YDL 9 WLZ WLX 1 20 -4 Envelope Joint Reactions Jnint X flhl I C V flhl I r 7 flhl I C MX rlh_ff1 I r RAV nh_ftl I r RA7 nh-f+l I r 1 N7 _ max 20.715 13 2592.294 115 102.865 15 258.452 6 176.937 16 11557.137 15 2 min -382.158 18 356.517 119 -102.069 191 9.819 1 -36.933 18 -3.523 8 3 N9 max -2.64 19 2084.709 8 114.644 16 362.509 16 361.53 18 1596.193 15 4 min -439.074 15 -459.365�1CF 12.471 1 18.464 1 -193.504 16 1 12.991 1 5 N10 max -3.64 19 2782.519 8. 86.321 19 327.214 19 30.403 19 1576.989 15 6 L min -433.524 15 78.8U--F-18T--17.317 15 -15.261 10 -379.67 15 13.067 19 7 N8 max 25.283 16 2841.602 15 284.135 19 483.769 16 55.916 18 1539.664 15 8min 1 -383.628 _18 783.636 19 -115.347 15 -71.419 18 -38.918 1 6 1 -7.45 13 RISA -3D Version 17.0.2 [W-.\...\ ... \... \... \... \... \... \... \TNX or RISA\Platform_DN02362A_MP.r3d] Page 3 Company Infinigy Engineering, PLLC May 17, 2019 Ow A Designer MP 11:28 AM Job Number 4114 -C0001 -B Checked By: Model Name DN02362A - Clear Creek Denver Envelope Joint Reactions (Continued) Ininf Y rim 1 r v nhi I r 7 nhi 1 r MY rlh_{41 1 r Rfiv rik 441 1 r RA7 ri . i41 1 r. 9 N96 max 179.667 16 1083.329 8 585.632 16 , 726.222 16 41.479 15 2628.195 15 10 .119 min -1417.358 18 89.589 19 -4.393 1 -3.823 1 6.026 1 1 -114.244 19 11 N97 max 30.604 18 1023.761 8 11 602.979 16 701.905 16 157.369 15 1715.689 15 12 1 min -213.999 16 -83.493 19 1 19.561 18 ! 18.084 18 -27.35 1191 46.173 1 13 N98 max 199.864 16 1153.815 16 r 550.48 16 701.005 16 38.037 18 2967.033 15 14 L2x2x4 min -1641.033 18 97.854 18 -7.435 1 -5.529 1 -61.239 1 6 -121.748 16 15 N99 max 294.262 18 830.398 13 618.706 16 711.628 16 13.781 15 11744.186 15 16 0 1 i min -140.885 16 189.583 18 10.145 18 12.077 18 -23.214 19 1 51.452 1 17 N100 max 156.465 6 1000.25 6 708.922 16 793.861 16 53.747 19 12699.741 18 18 y1 39066.. min -1528.143 18 -8.766 18 1 -61.048 18 -37.864 18 -95.707 3 -74.081 16 19 N101 max 30.652 18 1651.101 6 523.941 19 647.738 19 33.796 6 1738.94 15 20 M45 min -95.886 6 619.386 1181 -89.209 3 -41.562 3 -157.556 118 37.131 19 21 N 101 A max -.997 1 278.089 19 2819.483 13 478.905 19 8.255 8 1131.365 15 22 .539 min -377.52 15 -432.822 ' 151 642.708 18 -436.298 8 -3447.513 15 1 -3.146 6 23 N102 max 1.783 1 88.396 1 400.366 19 864.503 16 3570.689 15 908.548 15 24 .525 min -574.251 15 -783.459 15 -2657.069 8 -96.088 1 3.057 8 1.849 1 25 N103 max 4.719 8 727.091 15 142.918 15 43 15 64.207 15 -3.736 1 26 min -921.219 18 16.399 8 1 11.23 1 2.539 1 3.952 1 1 -48.055 15 27 N104 max -5.026 8 865.944 15 20.961 19 14.524 16 11.813 16 33.048 18 28 min -761.915 15 8.941 8 -57.784 15 -35.338 18 -28.557 18 -8.237 16 29 N120 max 0 19 0 19 0 19 0 19 0 19 0 19 30 min 0 1 o-71 6 1 0 1 0 1 0 1 31 N119 max 0 19 0 19 0 19 0 19 0 19 0 19 32 min 0 1 :0= = 1 0 1 0 1 0 1 0 1 33 Totals: max 0 8 15858.878 8 6154.728 16 34 Trninn -8478.702 15 5348.907 118 1 -.002 18 Envelope A/SC 15th(360-16): LRFD Steel Code Checks Mnmhcr 52h- r-4. Chcr•4 I n Chc r P I ., .,h1*D ..hl*D -ki-RA -k;*nA 1 M69 HSS2X2X4 -T .931 .924 25 15. 0 1 .122 .054 25 O y 18 57420. *�2514 V 11 P 20567.. 3325.8 3i26.8 1.829 H1 -1b 30585.. 690.9..:1576....2.532 H2-1 2 M58 L2x2x4 3 M68 HSS2X2X4 .828 251 .119 25 1 57420..625143325.8,3325.81.85H1 -1b 4 M70 HSS2X2X4 .826 2511$ .108 25 v 11 $57420..62514 3325.8 3325.8 1.815 H1-1 b 5 M75A L2x2x4 .739 34....1 .034 0 z 1 '13659..30585..690.9 ... 1371 .... 1. 163 H2-1 6 M99A L2x2x4 .733 481 .034 48 z 1 20567..30585..690.9...1576....2.286'H2-1 7 M74 L2x2x4 .720 34 .... ,16, .035 68.... y 11513659..30585..690.9...,1370....1.161 H2-1 8 M52 HSS2X2X4 .718 0 1 .095 21 v 1 123916--62514-3325.813325.8 2.305 111-1b 9 M64 HSS2X2X4 .704 0 '15 .049 25 2'1657420..625143325.8 3325.81.111',H1 -1b 10 M100 L2x2x4 .688 54 1 .038 54 1 18509.. 30585.. 690.9...1576....2.214 H2-1 11 M61 L2x2x4 .674 0 115 .035 54 V 16118509....30585...690.9 ... !1461 .... 1.238 H2-1 12 M99 L2x2x4 .670 54 1 .056 54 y 1 18509.. 30585.. 90.9...1576....2.222 H2-1 13 M98A L2x2x4 .638 0 1 .067 0 y 10 18509..30585..690.9...1484.... 1.351H2-1 14 M55 HSS2X2X4 .636 0 1 .251 0 Z 1 53617-662514 3325.8 3325.8 2.545 H1 -1b 15 M97 HSS2X2X4 .614 0 16 084 42 T1 39066.. 25143325.8'3325.81.459H1 -1b 16 M51 HSS2X2X4 .568 0 1 .250 42 y1 39066.. 2514 3325.8 3325.8 2.009 H1-1 b 17 M65 HSS2X2X4 .564 0 15 .055 0 y1857420..62514 3325.8 3325.8 1.003 H1 -1b 18 M56 HSS2X2X4 .555 0 110 .076 0 Z 1028738. 2514 3325.8 3325.8 1.856 H1 -1b 19 M44 HSS2X2X4 .554 0 15 .254 73.5 '1539066.. 2514 3325.8 3325.8 2.053 H1-1 b 20 M45 HSS2X2X4 r .553 42110 .075 0 Z 1 39066..62514- -3325.8F3325.8 1.571 H1 -1b 21 M93A L2x2x4 .543 22 j15 .075 48 z 1513608..30585 ... 690.9 ... �1458.... 1.089 H2-1 22 M63 HSS2X2X4 .541 0 1 .055 0 1 57420.. 2514 3325.8 3325.8 1.007 H1-1 b 23 M54 HSS2X2X4 .539 108115 .063 54 2 15,28738•• 2514 3325.8 3325.8 1.93 H1 -1b 24 M81A L3X3X4 .538 40.5 6 .088 O 6 29751.. 66561688.... 3359....1.074 1 H2-1 25 M49 _HSS2X2X4 .536 42 15 .069 42 1839066.. 62514 3325.8',3325.8 1.565,H1 -1b 26 M91 B L2x2x4 .525 27.51 .066 0 Z 1 13608.. 30585.. 690.9...1451....1.065 H2-1 RISA -3D Version 17.0.2[WA ... \...\...\...\...\...\...\... \TNX or RISA\Platform_DN02362A_MP.r3d] Page 4 Company Infinigy Engineering, PLLC May 17, 2019 IIRISA Designer MP 11:28 AM Job Number 4114-00001-B Checked By: Model Name DN02362A - Clear Creek Denver Envelope RISC 15th(360-16): LRFD Steel Code Checks (Continued) Member Shape Code Check Loc..-.. Shear C... Loc._. ... ohi*P... ohi*P... ohi*M - ohi*M - Ch Fan 27 M71 HSS2X2X4 .522 25'15 .066 0 z1957420..U5141'3325.81_3325.8 1.262�Hl_'lb 28 M30 C3X5 .507 98110 .140 98 1 39585..476281981.2...12513.... 1.121 H1 -1b 29 M67 HSS2X2X4 .500 25 15.045 25 y 1857420..62514 3325.8 3325.8 1.267'H1 1b 30 M94A L2x2x4 .499 48 1 119 48 Z 1513608.. 0585.. 31 M62A HSS2X2X4.492 25 15 .149 25 1557420..62514 3325.8 3325.8 1.289H1 -1b 32 M66 HSS2X2X4 .488 25 1 .156 25 v 11 $57420.. 2514 3325.8 3325.8 1.296 H1 -1b 33 M91 A L2x2x4 .464 0 15 .119 0 Z 1520567.. 30585.. 690.9...1576.... 2.263 H2-1 34 M98 HSS2X2X4 .448 42 1 .076 42 V 1039066..62514 3325.8 3325.81.472 H1 -1b 35 M92B L2x2x4 443 48 16 .055 48 Z 1513608.. 30585..690.9...1576.... 2.288 H2-1 36 M29 03X5 .439 48 11 .224 36 y 3139585..47628 981.2 ... 14063 .... 1 H1 -1b 37 M43 HSS2X2X4 428 42 18. 163 73.5 1 39066..625143325.8 3325.81.545IH1-1bl 38 M50 HSS2X2X4 .415 42110 .169 73.5 1 39066.. 2514 3325.8 3325.8 1.542 H1 -1b 39 M79A L3X3X4 .407 28 .... 8 .056 0 1 29791.. 66561688.... 3342.... 1.049 H2-1 40 ! M47 HSS2X2X4 .400 0 1 .068 38.5 z 1 39066.. 2514 3325.8 3325.8 2.176 H1 -1b 41 M92A L2x2x4 .399 25.5,15 .062 0 Z,1513608..30585.. 690.9...'1454....1.075;H2-1 42 M46 HSS2X2X4 .392 0 1 1 z11039066_625143325.813325.8 2.731 H1-1 b 43 M91C 03X5 .318 2716: Z116'18672.• 7628981.2...'4104 1.136H1 -1b 44 M2 C3X5 .318 27 1 ;.0030 6 F54 Z 1 18672•• 76245 M62 L2x2x4 .302 0 13 9 1520567..30585..690.9...'1576.... 2.276 H2-1 46 M73 L2x2x4 .275 34••••1 .006 ly 11013659.. 30585..690.9...1363....1.136 H2-1 47 M57 HSS2X2X4 .248 0 19 .056 0 z!1533829..625143325.8 3325.8 1.97 H1-1 b', 48 M72 L2x2x4 .246 34••••8 .036 68... y 1 13659..30585..690.9... 11363.... 1.136H2-1 49 M42 03X5 .244 36 3 .068 54y6!18672..47628981.2 ... 4104 1.196 H 1-1 b 50 M68A W10X30 .220 9.751 •121 25... z 1524637.. 39780033150183241..1.756H1 -1b 51 M48 HSS2X2X4 .211 0 15 .045 21 z 11539066.. 2514 3325.8 3325.8 1.1461H1 -1b 52 M57A HSS2X2X4 .209 48110 .027 48 yl 53617_62514 3325.8 3325.8 2.313 H1-1 b 53 M75 L2.5x2.5x3 .199 21....15 .017to z 1526255.. 9192..872.5...1971.... 2.16 H2-1 54 M99C PIPE 2.0 .184 36 .... 1 .045 3128680..321301871 .... 11871.... .715 H1 -1b 55 M96 PIPE 2.0 .172 21 16 .083 16 30971.. 321301871....1871....2.177 H1 -1b 56 M97B PIPE 2.0 .147 0 1 .072 330971.. 21301871....1871....1.537H1 -1b 57 M37 C3X5 .146 31.515 .032 8 18672.. 7628 981.2• • • 4104 1.103 Hl -lb 58 M39 C3X5 .146 26...:1 .021 818672.. 7628981.2... 3916....1.047H1 -1b 59 M74A L2.5x2.5x3 .133 28....15 .009 0 Z 1824308..29192..872.5 ... 1971.... 2.136 H2-1 60 M41 C3X5 .132 28....1 & .022 54 y 8 18672.. 7628 981.2... 3877....1.037 H1-1 b 61 M36 03X5 .132 29....13 .033 0 818672_476289812-4104 1.142H1 -1b 62 M98D PIPE 2.0 .127 27 .... 61 044 28... 628680•• 321301871....1871....1.839H1 -1b 63 M40 03X5 .123 2713 .025 54 818672.. 7628981.2... 4064....1.087H1 -1b 64 1 M98E PIPE 2.0 .118 42 1 .092 0 6j27741.• 21301871....',1871....2.361 H1 -1b 65 M78 C8X11.5 .117 22 3 .020 0 z 1684005 ... 1091883352 .... 26001 1.136 H1 -1b 66 M94C 03X5 .089 27 11 .019 54 8118672.. 7628981.2••• 14104 1.136 H1 -1b 67 M95A C3X5 .088 27 .... .020 54 v 818672.. 7628981.2••• 4104 1.144 H1 -1b, 68 M92C C3X5 .087 27 11 .021 O 818672•• 7628981.2••• 4104 1.136H1 -1b 69 M90B C3X5 .084 27 1 .022 0 y 8 18672..47628 981.2.- 4104 1.136 1111-1b 70 M93C C3X5 .08427 1 .020 O $ 18672.. 7628981.2... 4104 1.136 H1 -1b 71 M38 C3X5 .084 27 13 .020 54 818672-47628981.2 .. F4104 1.136H1 -lb 72 M79 C10X20 .083 24••••6 .025 112... z 617798..1901885668....523801.254 H1 -1b 73 M73A HSS6X6X4 .081 12 8 .134 0 Z 15,21655.. 16936386401386401.72H1 -1b'' 74 M97A 03X5 .077 27 1 .017 0 8118672_47628981.2_14104 1.14 H1 -1b 75 M95 PIPE 2.0 .076 21 16 .053 21 6 27741..321301871.... 1871....1.822'H1 -1b 76 M80 C10X20 .075 24•••.3 .025 12....z'317798.. 1901885668....523802.333H1 -1b 77 M96A C3X5 .074 0 18 .018 0 y 818672.. 7628981.2•• 4104 1.136H1-1... 78 M72A HSS6X6X4 .071 12 8 .139 0 z 11021655..216936 38640 386401.052 H 1-1 b 79 M93 PIPE 2.0 .070 0 6 .057 20.... 327741 ... 321301871 .... 1871....2.169'H1 -1b 80 M98C PIPE 2.0 .063 36...:16, 035 36... 6 28680.. 1871 .... 2.472 H1 -1b 81 M99B PIPE 2.0 .063 12....6 .029 36....328680..321301871.... 1871.... 2.181, H1 -1b 82 M98B 03X5 .060 2716' .017 O 618672•• • 7628981.2•• 4104 1.147H1 -1b 83 M1 C3X5 .055 2716 .017 O Z 18672•• 7628981.2...14092....1.094H1 -1b RISA -3D Version 17.0.2[WA ... \ ... \... \...\... \... \... \... \TNX or RISA\PIatform_DN02362A_MP.r3d] Page 5 Company Infinigy Engineering, PLLC May 17, 2019 IIRI% Designer MP 11:28 AM Job Number 4114-C0001-8 Checked By: Model Name DN02362A - Clear Creek Denver Envelope RISC 15th(360-16): LRFD Steel Code Checks (Continued) Member Shane Code Check Lnr. ShPar C 1 nr. nhi*P nhi*P nhi*RA nhi*IU rrh r:- 84 M94 PIPE 2.0 .019 ---- 21 1 - .009 --- ......... 8.3...-3;30971..321301871.... ....... ....... ......... ,., ...... .. 1871....2.265H1 -1b 85 ' M92D PIPE 2.0 .017 21 16 .011 0 6,30971..321301871....,1871.... 12.26 H1 -1b 86 M77 C8X11.5 .009 22 3 .019 44 21 84005..1 091 88 3352....260011.136H1 -1b 87 M90A L3X3X4 .009 9.3.. 8' .022 18V 1 144387.. 66561688....3755....1.142 H2-1 88 M91 L3X3X4 1 .002 6 161 .033 0 v13145633... 66561688 .... 3755 .... 1.136IH9-1 RISA -3D Version 17.0.2[WA...\ ... \... \... \... \... \... \... \TNX or RISA\PIatform_DN02362A MP.r3d] Page 6 www.hilti.us Company: Infinigy Engineering, PLLC Specifier: MP Address: Phone I Fax: E -Mail: Specifier's comments: Platform Main Leg to Roof Connection 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Page: Project: Sub -Project I Pos. No.: Date: ut111 EL -n 0 Profis Anchor 2.7.8 1 DN02362A 5/17/2019 Kwik Bolt TZ - CS 5/8 (3 1/8),,,, hef = 3.125 in., hnom = 3.563 in. Carbon Steel ESR -1917 5/1/2017 15/1/2019 Design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.250 in. Ix x ly x t = 12.000 in. x 12.000 in. x 0.250 in., (Recommended plate thickness: not calculated Rectangular HSS (AISC); (L x W x T) = 6.000 in. x 6.000 in. x 0.250 in. cracked concrete, 2500, fc' = 2,500 psi; h = 420.000 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no R - user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions (stiffeners,...) Geometry [in.] & Loading [lb, it lb] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 11 n;u www.hilti.us Profis Anchor 2.7.8 Company: Infinigy Engineering, PLLC Page: 2 Specifier: MP Project: DN02362A Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/17/2019 E -Mail: 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Tension Concrete Breakout Strength Shear Pryout Strength Loading N Combined tension and shear loads 0.122 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Load Capacity 0, / N [%] Status 783 6,417 13/- OK 2,718 15,785 -/18 OK OV C Utilization pnl,v [%] Status 0.172 5/3 9 OK Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 HIM AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Infinigy Engineering, PLLC Specifier: MP Address: Phone I Fax: E -Mail: Specifier's comments: Platform Intermediate Leg to Roof Connection 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Page: Project: Sub -Project I Pos. No.: Date: G It 11 0 Profis Anchor 2.7.8 1 DN02362A 5/17/2019 Kwik Bolt TZ - CS 5/8 (3 1/8) F� tLLt isLW h& = 3.125 in., hn= = 3.563 In. Carbon Steel ESR -1917 5/1/2017 15/11/2019 Design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.500 in. Ix x ly x t = 7.500 in. x 7.500 in. x 0.500 in.; (Recommended plate thickness: not calculated Rectangular HSS (AISC); (L x W x T) = 2.000 in. x 2.000 in. x 0.125 in. cracked concrete, 2500, fc' = 2,500 psi; h = 420.000 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no - user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions (stiffeners,.,.) Geometry [in.] & Loading [lb, iri Z' 3&037 00 y_ _ X Input data and results must be checked for agreement with the existing conditions and for plausibility' PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us nnI I WE 0 Profis Anchor 2.7.8 Company: Infinigy Engineering, PLLC Page: 2 Specifier: MP Project: DN02362A Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/17/2019 E -Mail: 2 Proof I Utilization (Governing Cases) Design values [Ib] Utilization Loading Proof Load Capacity ON / N [%] Status Tension Concrete Breakout Strength 1,450 4,641 32/- OK Shear Pryout Strength 586 13,146 -/5 OK Loading ON PV C Utilization pru,v [%] Status Combined tension and shear loads 0.312 0.045 5/3 15 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility' PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Envelope Only Solution Infinigy Engineering, PLLC MP 4114 -C0001 -B DN02362A - Antenna Mounts IN D Wire Frame May 17, 2019 at 11:57 AM DN02362A Mount_Decoupled. r3d z x Envelope Only Solution Infinigy Engineering, PLLC MP DN02362A - Antenna Mounts 4114 -C0001 -B Rendered May 17, 2019 at 11:58 AM DN02362A Mount_Decoupled. r3d Site Name: DN02362A Client: TMO Carrier: TMO Engineer: MP Date: 5/17/2019 Site Information Inputs: Adopted Building Code: 2012 IBC 34.21 Structure Load Standard: ASCE 7-10 q, (psf) Antenna Load Standard: ASCE 7-10 Fx (lbs) Structure Risk Category: II Nokia AAFIA (Massive MIMO) Structure Type: Rooftop 1.00 Number of Sectors: 1 45.25 Structure Shape 1: Flat 244.76 Rooftop Inputs: Rooftop Wind Speed -Up?: No Wind Loading Inputs: Design Wind Velocity: 136 mph (ultimate 3 -second gust) Wind Centerline 1 (zj: 57.0 ft Side Face Angle (0): 60 degrees Exposure Category: C Topographic Category: 1 Ice Loading Inputs: Is Ice Loading Needed?: No Input Appurtenance Information and Load Placements: Wind with No Ice q, (psf) Gh FS; (psf) 34.21 1 0.85 65.14 INFINIGY6 FROM ZERO TO INFINIGY the solutions are endless INFINIGY WIND LOAD CALCULATOR 3.0.2 Appurtenance Name Elevation (ft) Total Quantity Ka Front Shape Side Shape q, (psf) EPA (ft' ) Fz (lbs) Fx (lbs) Fz(60) (Ibs) Fx(30) (Ibs) Nokia AAFIA (Massive MIMO) 57.0 3 1.00 Flat Flat 45.25 16.97 652.69 244.76 346.74 550.71 Commscope FFHH-65C-R3 57.0 3 1.00 Flat Flat 45.25 21.11 812.10 359.83 472.89 699.03 Nokia FXFB 57.0 3 1.00 Flat Flat 45.25 3.57 137.43 39.22 63.78 112.88 Nokia AHLOA 57.0 3 1.00 Flat Flat 45.25 3.74 143.77 41.31 66.93 118.16 COVP 57.0 3 1.00 Flat Flat 45.25 3.36 129.38 84.32 95.58 118.11 Company Infinigy Engineering, PLLC May 17, 2019 Oft A Designer MP 11:40 AM Job Number 4114 -C0001 -B Checked By: Model Name DN02362A - Antenna Mounts Member Primary Data I nhal I Inint I _Inint K .Inin+Rn Ccr+inn/Ch—c T— nccinn I ic+ AA-+cri�I n—ir.n D-1- 1 M1 N10 N3 Leg None None A53 Gr.B Tv pical 2 , M2 N9 N1 Leg None None A53 Gr.B Typical A53 Gr.B 3 M3 N8 N6 Horizontal None None A53 Gr.B Tvpical 514.1 4 MP1 N18 N22 Pipe Mounts None None A53 Gr.B Typical 5 MP2 N16A N20 Pipe Mounts None None A53 Gr.B Typical 6 MP3 N17 N21 Pipe Mounts None None A53 Gr.B Typical 7 MP4 N19 N23 Pipe Mounts None None A53 Gr.B Typical 8 M8 N11 N25 180 Kicker None None A36 Gr.36 Tvoical Material Takeoff IU.tcri.l Ciao Pierce I cnn+k in%A/..1-kin Ql 1 2 Hot Rolled Steel A36 Gr.36 LL3x3x6x0 1 87.4 104.5 3 _ A53 Gr.B PIPE 2.5 4 384 175.3 4 A53 Gr.B PIPE 3.0 1 156 91.6 5 A53 Gr.B PIPE 4.0 2 170 142.7 6 Total HR Steel 8 797.4 514.1 Basic Load Cases RI (, naarrin+inn r`O+cnnni X r.'rwihi V f'r—Ahi 7 rZ—Ahi Inin+ Dnin+ nictri+.. .+ Arer,/AA- C—F---/ 1 Self Weight DL -1 7 2 Wind Load AZI 000 WLZ 7 1 3 Wind Load AZI 090 WLX 7 1 4 Service Live LL 2 5 BLC 2 Transient Area Loads None 8 6 BLC 3 Transient Area Loads None 7 Load Combinations RISA -31D Version 17.0.2[WA ... \ ... \... \... \... \... \... \... \TNX or RISA\DN02362A Mount_Decoupled. r3d] Page 1 WE CO2=1 MN :.=M ■ ®■■EI D KIRIS ®© =M[IM ■■■■■MEMO EKZ�Z • ONE ONE• -MORE MEM■ ■■■■■E■■ ■■M■■■ 1 MO■� : • • ®®■■■®E■■■�■ MEMO 1 M©� ®m■ ■■M■■E■■ 1 ■OMEN 14 0.91D 000 ■■■■■■15 E 030 NOISOME= m 1 • 1.1 ®©■mem®® :.. ■■■■■■M■■■■■■■ EVE 0.9D+lWAZI120 --- ®0 MUMMEM ME NONE ■■E • 0.91D ■�o■m�®gym®■■■■■®■■■M■ • m 0.91D S1 EME M■■■M21 0.91D + 1W AZI 210 MEN so 22 0.9D 1 ®D■mom®®® :.. ■■EM■■■■E■■■■ RISA -31D Version 17.0.2[WA ... \ ... \... \... \... \... \... \... \TNX or RISA\DN02362A Mount_Decoupled. r3d] Page 1 Company Infinigy Engineering, PLLC May 17, 2019 Designer MP 11:40 AM Job Number 4114 -C0001 -B Checked By: Model Name DN02362A - Antenna Mounts Load Combinations (Continued) naarrintinn RI r Fnrtnr RI r Fnrtnr RI r Fmrtnr RI r Fnrtnr F G F G C t= 23 0.9D + 1 W AZI 270 ... Y DL .9 i 1031.102 -958.837 WLX -1 24 0.9D + 1W AZI 300 ... Y DL 1 .9 WL -Z .5 WLX-.866 25 0.9D + 1W AZI 330 ... Y DL .9 WLZ .866 WLX -.5 26 1.21D + 1.511- + 1.OWL (30 mph) AZI 000 ... Y DL 1.2 LL 1.5 WLZ .054 -887.038 27 1.2D + 1.5L + 1.OWL (30 mph) AZI 030 ... Y DL 1.2 LL 1.5 WLZ .047 WLX .027 2 28 1.2D + 1.5L + 1.OWL (30 mph) AZI 060 ... Y DL 1.2 LL 1.5 WLZ .027 WLX .047 29 1.2D + 1.51L + 1.OWL (30 mph) AZI 090 ... Y DL 1.2 LL 1.5 WLX .054 30 1.2D + 1.51L + 1.OWL (30 mph) AZI 120 ... Y DL 1.2 1 LL 1.5 WLZ -.027 WLX .047 31 1.2D + 1.51L + 1.OWL (30 mph) AZI 150 ... IY DL 1.2 LL 1.5 WLZ -.047 WLX .027 32 1.21D + 1.5L + 1.OWL (30 mph) AZI 180 ... Y I DL 1.2 LL 1.5 WLZ -.054 33 1.2D + 1.5L + 1.OWL (30 mph) AZI 210 ... Y DL 1.2 LL 1.5 WLZ -.047 WLX -.027 34 1.2D + 1.51L + 1.OWL (30 mph) AZI 240 ... Y DL 1.2 LL 1.5 WLZ -.027 WLX -.047 35 1.2D + 1.5L + 1.OWL (30 mph) AZI 270 ... Y DL 1.2 LL 1.5 WLX -.054 36 1.2D + 1.5L + 1.OWL (30 mph) AZI 300 ... Y DL! 1.2 LL 1.5 WLZ .027 WLX -.047 37 1.21D + 1.5L + 1.OWL (30 mph) AZI 330 ... Y DL 1.2 LL 1.5 WLZ .047 WLX -.027 Envelope Joint Reactions _Inint X rlht I r V rlhl I r 7 nhi I r MX rlh-ftl I r MV rlh-f+l I r AA7 rlh_ftl I r 1 2 N3 max' 908.989 min -1091.181 18 12 1328.533 -325.565 2 F20 1031.102 -958.837 2 20 5546.175 -5008.223 2 20 392.928 -239.351 2 20 3638.652 -3306.672 12 18 3 N1 max 1068.946 4 1198.016 3 1128.658 2 1 6365.238 2 101.814 20 3224.727 22 4 4 min -887.038 22 426.386 21 -1055.079 20 -5807.906 20 -252.444 2 -3644.646 4 5 N25 max 58.812 17 1733.181 8 1029.562 14 0 37 2.866 24 2.017 6 6 7 min -58.679 23 -1336.183 14 1 -1176.97 8 0 1 -3.068 6 -1.884 24 7 Totals: max 1733.457 17 1988.181 37 3165.966 14 8 min -1733.457 11 928.635 114 -3165.966 8 Envelwe RISC 15th(360-16): LRFD Steel Code Checks 11Aomhcr lQH.- r'-1. nc.rlr I nr Rh- r I nr nhi*D nhi*D nhi-RA -ki*RA 1 M2 PIPE 4.0 .617 85 2 .073 85 3179414-9324010631...10631- 1.88H1 -1b 2 M1 PIPE 4.0 .542 85 '2I .085 85 1 79414..9324010631...10631..1.$81 H1 -1b 3 M3 PIPE 3.0 .515 14...13 .148 14... 2',26386.. 52055748.... 5748....1.978H1 -1b 4 MP4 PIPE 2.5 .491 48 2 .031 48 2 30038.. 07153596....3596....1.317H1 -1b 5 MP1 PIPE 2.5 .401 48 12 .026 48 2 30038..50715 3596 .... 3596 .... 11.3117 H1 -1b 6 M8 LL3x3x6x0 .039 43....3 .005 0 184225..1367289806.46698....1.136H1 -1b 7 MP3 PIPE 2.5 .035 482 .004 48 2 30038..507153596.... 3596....1.316H1 -1b 8 MP2 PIPE 2.5 1 .035 48121 .004 48 2130038.-&71153596 ... 3596....1.316H1 -1b RISA -3D Version 17.0.2[WA ... \... \... \-A ... \... \... \... \TNX or RISA\DNO2362A Mount Decoupled.r3d] Page 2 www.hilti.us Profis Anchor 2.7.8 Company: Infinigy Engineering, PLLC Page: 1 Specifier: MP Project: DN02362A Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/17/2019 E -Mail: Specifier's comments: Antenna Mount Leg Connection 1 Input data Anchor type and diameter Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Kwik Bolt TZ - CS 3/8 (2 3/4) h& = 2.750 in., hn= = 3.063 in. Carbon Steel ESR -1917 5/1/201715/1/2019 Design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.500 in. Ix x Iy x t = 7.000 in. x 7.000 in. x 0.500 in., (Recommended plate thickness: not calculated Round HSS, Steel pipe (AISC); (L x W x T) = 4.500 in. x 4.500 in. x 0.237 in. cracked concrete, 2500, fc' = 2,500 psi; h = 5.000 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions (stiffeners_.) Geometry [in.] & Loading [lb, in.lb] Z; "392 928 Jo31 X Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan . I 1 0-0 M www.hilti.us Profis Anchor 2.7.8 Company: Infinigy Engineering, PLLC Page: 2 Specifier: MP Project: DN02362A Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/17/2019 E -Mail - 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Tension Pullout Strength Shear Steel Strength Loading Combined tension and shear loads Load Capacity f6 / N [%] Status 1,033 2,051 51 /- OK 371 2,337 416 16 OK ON OV Utilization ON,v [%] Status 0.504 0.159 5/3 37 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility' PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Infinigy Engineering, PLLC Specifier: MP Address: Phone I Fax: E -Mail: Specifier's comments: Antenna Mount Kicker Connection 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Page: Project: Sub -Project I Pos. No.: Date: i11 0�70 iLl Profis Anchor 2.7.8 1 DN02362A 5/17/2019 Kwik Bolt TZ - CS 3/8 (2 3/4)� hef = 2.750 In., hnom = 3.063 In. Carbon Steel ESR -1917 5/1/2017 15/1/2019 Design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.500 in. Ix x ly x t = 7.000 in. x 7.000 in. x 0.500 in.; (Recommended plate thickness: not calculated Rectangular plates and bars (AISC); (L x W x T) = 6.000 in. x 0.500 in. x 0.000 in. cracked concrete, 2500, f,'= 2,500 psi, h = 5.000 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no R - user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions (stiffeners,...) Geometry [in.] & Loading [lb, in.lb] �a 00 --- _ _ _- CO ------------ - ----- -- _ & : .sR 2 _• s� o .Y- o -k� Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan x www.hilti.us 1. 1 In 0 Profis Anchor 2.7.8 Company: Infinigy Engineering, PLLC Page: 2 Specifier: MP Project: DN02362A Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/17/2019 E -Mail - 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity fW / N [%] Status Tension Concrete Breakout Strength 1,733 6,499 27/- OK Shear Steel Strength 258 2,337 412 12 OK Loading OV Utilization fiN,v [%] Status Combined tension and shear loads 0.267 0.110 5/3 14 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Site Name: Clear Creek Denver Site ID: DN02362A Date: 05/17/2019 PHIP-11 111011:74711.1 711M ;III!, Known/Assumptions: INFINIGY6 F,.X:=70 ksi (assumed weld electrode str.) r:=2.25 in (pipe radius) a:= 0.25 in (design weld size - based off the pipe thk.) Lw:=Tr• (2 •r+a) =14.923 in (length of weld) 0:=0.75 (applicable reduction factor) Joint Reactions per RISA 3D (Critical Joint Env. Solution Fa := 908.989 lb f F,j:=1328.533 Of Fz:= 1031.102 lbf MX := 5546.175 lbf • ft M,j := 392.928 lbf • ft Mz := 3638.652 lbf • ft Weld Property Calculations per AISC 14th ED., Fig. 8-6: ca:=r=2.25 in (radial distance from CG to point on weld remote from CG, x -x Direction) cY:=r=2.25 in (radial distance from CG to point on weld remote from CG, y -y Direction) S:= 7r • r2 =15.904 1 in' (section modulus of weld) in Ip := 2 7r • r3 = 71.569 1 • in (polar moment of inertia about CG of weld) in Weld Strength Calculations and Results (Eccentric Elastic Method per AISC 14th Edi Part 8): Rf:= Fa2 +Fz2 =92.113 lbf Lw in F�� lb f Rfli:= L =89.028 in LW Rmx := �M?� • c?r� =148.235 lbf Ip in R.mz._ /M'�•c"` =148.235 lbf IP in Site Name: Clear Creek Denver Site ID: DN02362A Date: 05/17/2019 RM:RTrlx2 +Rntz2 = V Rnay1:= X = (4.185.10') lbf S Mz / 3) lbf R,,Zy2 := S = \2.745.10 / in R,127�:= R,12yi�+Ryz� lbf _5.005.103) in (Demand) Ru:=V (Rf+R.)2 +(Rfy+R.y)2 =5102.818 lbf in (Capacity of weld) ORnw:=0.0.60•Fexx- VG •a=5568.466 lbf 2 in (Demand to capacity ratio) DCR:= �Ru =91.6% `''Rnw INFINIGY6 ime 2019 at 12:23 PM ._AlphaBeta. r3d ered 17. 2019 at 12:25 PM ame_AlphaBeta.r3d Z X Envelope Only Solution Infinigy Engineering, PLLC Luis A. Mendoza, P.E./PFS 4114 -C0001 -B DN02362A - FRP Frame Wire Frame May 17, 2019 at 12:41 PM FRP Frame_Gamma.r3d Envelope Only Solution Infinigy Engineering, PLLC Luis A. Mendoza, P.E./PFS DN02362A - FRP Frame 4114 -C0001 -B Rendered May 17, 2019 at 12:42 PM FRP Frame_Gamma.r3d Company Infinigy Engineering, PLLC May 17, 2019 N19 ''RISA FRP BEAMS Designer Luis A. Mendoza, P.E./PFS 12:02 PM FRP Typical ical Job Number 4114 -C0001 -B Checked By: Model Name DN02362A - FRP Frame Member Primary Data Label I Joint J Joint K Joint Ro... Section/Sha e T pe Design List Material Desi n Rules F- 4 RAI AI4 AIA C4 ---I L,--.... D......... IA6•de CI---- ncnn r+_ n n__a r..._:__i ' 2 M2 N19 N8 FRP BEAMS Beam Tube FRP Typical ical 3 M3 N8 N6 FRP BEAMS Beam Tube FRP Typical 4 M4 N4 N2 Steel beam Beam Wide Flange A500 Gr.B Rect Typical TvDical 5 M5 N7 N5 FRP BEAMS Beam Tube FRP Typical Typical 6 M6 N3 N1 Steel beam Beam Wide Flange A500 Gr.B Rect TVIDical FRP 7 M7 N3 N7 FRP COLUMNS Column Tube FRP T ical 8 M8 N13 N17 FRP COLUMNS Column Tube FRP Typical A500 Gr.B Rect 9 M10 N14 N18 FRP COLUMNS Column Tube FRP Typical FRP 10 M14 N15 N19 FRP COLUMNS Column Tube FRP Typical FRP 11 M22 N16 N20 FRP COLUMNS Column Tube FRP Typical FRP 12 M38 N4 N8 FRP COLUMNS Column Tube FRP I T ical rtlKir•I��`Ks.•r:�r•a`u��r�y�»rt��nrrr,��r.���rt�nm-�r.�r�mr�r/•��.urcra-arr-rs�rf�rrr�r_ 14 M14A N25A N26 FRP COLUMNS Column Tube FRP T ical 15 M15 N5 N9 STEEL COLUMNS Column Tube A500 Gr.B Rect Typical 16 M16 N27 N28A FRP COLUMNS Column Tube FRP TvDical 17 M26 N18 N5 FRP BEAMS Beam Tube FRP Typical 18 M27 N19 I N6 FRP BEAMS Beam I Tube FRP Typical im��lvrx�or��or�:�r_r_rlyrr»��c���nlr r.�t.�m�nr_m:r�n�.-�micraearrss�r�rrrrrs�r_ 20 M24 N12 N4 STEEL COLUMNS Column Tube A500 Gr.B Rect Typical 21 M25 N31 N16 STEEL COLUMNS Column Tube A500 Gr.B Rect Typical 22 M26A N28 N15 STEEL COLUMNS Column Tube A500 Gr.B Rect Typical 23 M27A N25 N14 STEEL COLUMNS Column Tube A500 Gr.B Rect Typical 24 M28 N22 N13 STEEL COLUMNS Column Tube A500 Gr.B Rect Typical 25 M29 N11 N3 STEEL COLUMNS Column Tube A500 Gr.B Rect Typical 26 M30 N30 N28A STEEL COLUMNS Column Tube A500 Gr.B Rect Tvpical 27 M31 N3A N28B FRP BEAMS Beam Tube FRP Typical 28 M32 N28B N6A FRP BEAMS Beam Tube FRP Typical 29 M33 N6A N22A FRP BEAMS Beam Tube FRP Typical 30 M34 N22A N20A FRP BEAMS Beam Tube FRP T ical RISA -31D Version 17.0.2 [W:\ ... \ ... \... \... \... \... \... \... \TNX or RISA\FRP Frame—Alpha Beta. r3d] Page 1 Company Infinigy Engineering, PLLC May 17, 2019 11RISA Designer Luis A. Mendoza, P.E./PFS 12:02 PM Job Number 4114 -C0001 -B Checked By: Model Name DN02362A - FRP Frame Member Primary Data (Continued) I ahi l I _Inint .I .Inint K _Inint Rn Rat finn/Ghana Tvna rlaainn 1 ic+ Matari.l rlacinn Md.. 57 M57 N13B N31 FRP BEAMS Beam Tube FRP Typical 4 58 M58 N31C N29B FRP BEAMS Beam Tube FRP TvDical • 59 M59 N29B N27B FRP BEAMS Beam Tube FRP Typical - :.. ®®■■■■■■■■■■■ 60 ! M60 N27B N25C FRP BEAMS Beam Tube FRP TvDical 61 M61 N25C N11B FRP BEAMS Beam Tube FRP Typical + 1WAZI 270 62 M62 N11B N57A FRP BEAMS Beam Tube FRP Typical ®:.. iM■� ■ ■M■NN■MON 63 M63 N57A N4B FRP BEAMS Beam Tube FRP Typical . 64 M64 N7B N40 FRP BEAMS Beam Tube FRP___Typical • • 65 M65 N40 N13A FRP BEAMS Beam Tube FRP TV ical 66 M66 N13A N31B FRP BEAMS Beam Tube FRP Typical 67 M67 N31 B N29A FRP BEAMS Beam Tube FRP Typical 68 M68 N29A N27A FRP BEAMS Beam Tube FRP TVDical 69 1 M69 N27A N25B FRP BEAMS Beam Tube FRP Typical 70 M70 N25B N11A FRP BEAMS Beam Tube FRP Typical 71 M71 N11A N57 FRP BEAMS Beam Tube FRP Typical 72 T M72 N57 I N FRP BEAMS Beam Tube FRP Typical Material Takeoff Basic Load Cases R1 r rlaarrin+inn r.+-- Y r_r—Ahi V r_—Ahi 7 r_rovi+v WM Onin+ rlic+rid...+ A—/RA— (2-4 f 1 Self Weight DL -1 3 2 Wind Load AZI 000 WLZ 1 3 Wind Load AZI 090 WLX 1 4 BLC 1 Transient Area Loads None 253 5 BLC 2 Transient Area Loads None 133 6 BLC 3 Transient Area Loads None 60 Load Combinations RISA -3D Version 17.0.2 [W:\ ... \...\...\...\...\...\...\... \TNX or RISA\FRP Frame—Alpha Beta. r3d] Page 2 . , , ®©■ , , WAIS!•■■■ ■■■ ■�■ . : • • ®®■� NOON■■ o • ®o■ : ■E�Ni■■■■N®OMMEN■ • • ■■m ■M ■■ ■■■E M■N■M ®o■ . - :.. ®®■■■■■■■■■■■ o: ®o■m®m ■■E■■NMM■■■■■■■E, EVEM—W11 ®o■m®m®m :.. m■■MM■NNMNMNNN + 1WAZI 270 W ®■ .2D ®:.. iM■� ■ ■M■NN■MON + 1WAZI 000 15 i • . ' . • : • • ®®E�■■■M■■■■ M0.91D •. No m ■■M■MMENE■M■N • • ■©� mo■ ■■■ RISA -3D Version 17.0.2 [W:\ ... \...\...\...\...\...\...\... \TNX or RISA\FRP Frame—Alpha Beta. r3d] Page 2 Company Infinigy Engineering, PLLC May 17, 2019 IIRISA Designer Luis A. Mendoza, P.E./PFS 12:02 PM Job Number 4114 -C0001 -B Checked By:_ Model Name DN02362A - FRP Frame Load Combinations (Continued) nacrrinfinn RI (. Farfnr RI r. Farfnr RI r. Farfnr RI r. Pnr+nr F F F F F F Envelope Joint Reactions Joint LC Y[IbI _LG ZIfbl LC MX Ib -ft LC _MY_jlb-ft LC MZ Ib -ft LC N11 maYT RQF 71 1 R IF7ir, 77R R 1 7d1 RAQ i gn n 9R 1 n 9r n )R 2 0.91D + 1WAZI 120 min -343.973 24 -3930.698 14 19 0.91D + 1WAZI 150 0 1 0 1 0 1 3 N22 max 512.16 17 549.7 5 ! 855.945 14 0 25 on 0.91D + IWAZI 240 0 25 4 17944..19789222045.. 2045.. .135H1 -1b min 23 0.91D + 1WAZI 270 152.135 23 -856.223 20 0 1 0 1 0 1 5 N25 max 565.374 5 1568.175 11 1532.327 14 0 25 Envelope Joint Reactions Joint LC Y[IbI _LG ZIfbl LC MX Ib -ft LC _MY_jlb-ft LC MZ Ib -ft LC N11 maYT RQF 71 1 R IF7ir, 77R R 1 7d1 RAQ i gn n 9R 1 n 9r n )R 2 M13 min -343.973 24 -3930.698 14 -791.212 2 0 1 0 1 0 1 3 N22 max 512.16 17 549.7 5 ! 855.945 14 0 25 0 125 0 25 4 17944..19789222045.. 2045.. .135H1 -1b min -524.168 11 152.135 23 -856.223 20 0 1 0 1 0 1 5 N25 max 565.374 5 1568.175 11 1532.327 14 0 25 0 25 0 2.5 6 .023 min 492.358 23 -395.677 17 -1534.011 201 0 1 0 1 0 1 7 N28 max 511.63 17 1595.624 5 1548.92 14 0 25 0 25 0 25 8 .058 min -612.553 11 -447.48 23 -1550.627 201 0 1 0 1 0 1 9 N31 max 679.457 5 489.765 6 1839.66 14 0 25 0 25 0 25 10 min -657.046 23 1 204.896 124 -838.662 20 0 1 0 1 0 1 11 N12 max 137.628 14 15227.458 8 712.19 20 0 25 0 25 0 25 12 min -187.388 8-3934.505 14 1 -763.9 2 0 1 0 1 0 1 13 N30 max 331.624 14 505.252 1 2178.86 2 0 25 0 25 0 25 14 min -323.03 8 253.089 1 20 -2163.145 20 0 1 0 1 0 1 15 N9 max 865.496 14 10235.3771 2 13402.252 2 3281.044 2 21.366 15 970.256 20 16 min -894.336 8 -8816.717 20 -3375.411 20 -3252.104 20 -21.266 9 -988.368 2 17 N29 max 995.345 18 1 509.79 13 2168.628 2 0 25 0 25 0 25 18 min -1012.711 24 242.989 19 -2153.103 20 0 1 0 1 0 1 19 N10 max 955.776 7 10721.026.13 3385.386 2 3270.477 2 483.302 5 12175.861 12 20 Fmin -905.923 25 -9314.348 19 -3358.99 20 -3242.216 20 -481.404 123 -2159.808 18 21 N45 max 2483.607 18 6368.0261 7 6.453 25 270.164 14 12.827 1 17 2515.683 12 22 min -2518.968 12 -6131.932 25 1 -.392 4 -260.639 8 -17.58 12 -2487.026 18 23 N46 max 1159.146 2 5302.004 18 6.018 14 272.193 14 7.201 6 1127.74 20 24 _ min -1126.328 20 -5077.659114 1 0 17 -262.563 8 -2.813 24 -1157.751 2 25 Totals: max 6115.037 17 7385.419 1 14364.57 14 26 min -6115.037 11 4747.769 14 -14364.57 8 Envelope A/SC 15th(360-16): LRFD Steel Code Checks Mamhar Rhona (:Aria r:har4 1 nn 12haor r 1 nr nhi*P nhi*P nhi*11A nhi*RA (`h Cnn 1 M13 HSS4X4X6 .238 13313, .071 12... z 13,19700..19789222045.. 2045.. .466H1 -1b', 2 M15 HSS4X4X6 .220 13321 .068 12... z 2119700.. 197892 22045-2045.. 1.478 H1 -1b 3 M6 HSS4X4X6 .143 0 8 .024 55.... v 217944..19789222045.. 2045.. .136,H1 -1b 4 M4 HSS4X4X6 .142 0 8 .040 55...[z2 17944..19789222045.. 2045.. .135H1 -1b 5 M53 HSS4X4X6 .134 1212 .050 019700..19789222045..22045.. 1.667 H1-1 b', 6 M23 HSS4X4X6 .122 12 1 .042 0 19700..19789222045.. 2045..1.667 H1 -1b 7 M30 HSS4X4X6 .115 122 .043 0 119700..19789222045..22045..1.667H1 -1b 8 M52 HSS4X4X6 .078 12 2' .023 019700..19789222045.. 2045..1.667H1 -1b 9 M26A HSS4X4X6 .077 12 9 .030 0 z 2119700..19789222045..22045..1.667H1 -1b 10 M27A HSS4X4X6 .075 12 3 .030 0 Z 1219700..19789222045.. 2045 -1.667H1 -1b 11 M1 HSS4X4X6 .069 2639 .141 0 z' 8 18151.. 197892 22045..22045.. 2.22 1111 -1 b 12 M50 HSS4X4X6 .058 13•••'7 .002 O_y 1 11659..19789222045.. 2045..1.136H1-1.. 13 M29 HSS4X4X6 .057 12 7 .016 0 z 2'19700..19789222045..22045..1.667H1 -1b 14 M25 HSS4X4X6 .054 12 7 .016 1 0 Z 1 19700..19789222045.. 2045..1.667H1 -1b RISA -3D Version 17.0.2[WA ... \ ... \... \... \... \... \... \... \TNX or RISA\FRP Frame_AlphaBeta. r3d] Page 3 Company Infinigy Engineering, PLLC IIRISA Designer Luis A. Mendoza, P.E./PFS Job Number 4114 -C0001 -B Model Name DN02362A - FRP Frame Envelope A/SC 15th(360-16): LRFD Steel Code Checks (Continued) May 17, 2019 12:02 PM Checked By:_ Member Shane Code Check Loc.._.. Shear C... Loc .._..--- nhi*P__ nhi*P nhi*M nhi*M Ch Fnn 15 M24 HSS4X4X6 .053 12,8 .015 0 z 2'19700.. 19789222045..22045..1.667H1 -1b 16 M51 HSS4X4X6 1 .048 13 ... 181 .001 13... 6 11659..19789222045.. 2045-1.136 H1-1.. 17 M28 HSS4X4X6 .047 12 71 .017 0 z 819700..19789222045..22045.. 1.667 H1 -1b 18 M54 HSS4X4X6 .006 0 1 .015 0 218415..19789222045.. 2045.. 1.136 H1-1.. 19 M55 HSS4X4X6 .005 0 14 .015 0 y 218415..19789222045.. 2045..1.136H1-1... RISA -3D Version 17.0.2[WA ... \ ... \... \... \... \... \... \... \TNX or RISA\FRP Frame_AlphaBeta. r3d] Page 4 Company Infinigy Engineering, PLLC May 17, 2019 N3 IIRISA FRP COLUMNS Column Designer Luis A. Mendoza, P.E./PFS 12:40 PM ical 2 M10 1 N8 Job Number 4114 -C0001 -B Checked By: Model Name DN02362A - FRP Frame Member Primary Data Label I Joint J Joint KJoint Ro... Section/Shane TVDe Desian List Material Design Rules 1 M7 N3 N7 FRP COLUMNS Column Tube FRP T ical 2 M10 1 N8 N12 STEEL COLUMNS Column Tube A500 Gr.B Rect T ical 3 M7A N5 N9 STEEL COLUMNS Column Tube A500 Gr.B Rect Typical I 4 M8 N18 N22 FRP COLUMNS Column Tube FRP TvDical 5 M9 N19 N23 FRP COLUMNS Column Tube FRP Typical 6 M10A N20 N32 STEEL COLUMNS Column Tube A500 Gr.B Rect Typical 7 M11 N21 N33 STEEL COLUMNS Column Tube A500 Gr.B Rect Ty pical 8 M12 N14 N10 FRP COLUMNS Column Tube FRP 9 M13 N15 N11A FRP COLUMNS Column Tube FRP 10 M14 N16 N28 STEEL COLUMNS Column Tube A500 Gr.B Rect11 M15 N17 N29 STEELCOLUMNS Column Tube A500 Gr.B Rect 12 M17 N3 N14 FRP COLUMNS Column Tube FRP Typical 13 M18 N3 N18 FRP COLUMNS Column Tube FRP Typical 14 M21 N19 N15 I FRP BEAMS Beam Tube FRP Typical 15 M19A N3 N10 Steel beam Beam ide Flange A500 Gr.B Rect Typical 16 M20A N10 N11A Steel beam Beam ide Flange A500 Gr.B Rect Typical 17 M21A N11A N12A Steel beam Beam Wide Flange A500 Gr.B Rect Typical 18 M22 N12A N13 Steel beam Beam Wide Flange A500 Gr.B Rect Typical 19 M23 N13 N4 Steel beam Beam Wide Flange A500 Gr.B Rect Typical 20 M24 N3 N22 Steel beam Beam ;Wide Flange A500 Gr.B Rect Typical 21 M25 N22 N23 Steel beam Beam Wide Flange A500 Gr.B Rect T ical 22 M26 N23 N24 Steel beam Beam ide Flange A500 Gr.B Rect Typical 23 M27 N24 I N25 i Steel beam Beam Wide Flange A500 Gr.B Rect T ical 24 M28 N25 N1 Steel beam Beam ide Flange A500 Gr.B Rect Typical 25 M29 N27 N11A STEEL COLUMNS Column I Tube A500 Gr.B Rect TvDical 26 M30 N26 N10 STEEL COLUMNS Column Tube A500 Gr.B Rect Typical 27 I M31 N11 N3 STEEL COLUMNS Column Tube A500 Gr.B Rect Typical 281 M32 N30 N22 STEEL COLUMNS Column Tube A500 Gr.B Rect T icaI 29 M33 N31 N23 STEEL COLUMNS Column Tube A500 Gr.B Rect Typical 30 M34 N4A N15A Steel beam Beam Wide Flange A500 Gr.B Rect Typical 31 M35 N15A N14A Steel beam Beam Wide Flange A500 Gr.B Rect Typical 32 M36 N14A N13A FRP BEAMS Beam Tube FRP TVDical 33 M37 N13A N12B FRP BEAMS Beam Tube FRP Typical 34 M38 N12B N3A FRP BEAMS Beam Tube FRP Typical 35 M39 N3A N29A FRP BEAMS Beam Tube FRP Typical 36 M40 TN29A N31A FRP BEAMS Beam Tube FRP Typical 37 M41 N31A N33A FRP BEAMS Beam Tube FRP TvDical 38 M42 N33A N35 Steel beam Beam Wide Flange A500 Gr.B Rect Typical 39 M43 N35 N2 Steel beam Beam ide Flange A500 Gr.B Rect Typical 40 M44 N20 N5 Steel beam Beam Wide Flange A500 Gr.B Rect TVDiCal 41 M45 N16 N8 Steel beam Beam Wide Flange A500 Gr.B Rect Typical 42 M46 N14 N18 FRP BEAMS Beam Tube FRP Typical 43 M45A N18 N23 FRP COLUMNS Column Tube FRP Typical 44M53 1416 N20 FRP BEAMS Beam Tube FRP Typical 45 M48A N20 N19 FRP BEAMS Beam Tube FRP Typical 46 M49 N19 N18 FRP BEAMS Beam Tube FRP Typical 47 M50 N18 N7 FRP BEAMS Beam Tube FRP TvDical 48 M51 N7 N14 FRP BEAMS Beam Tube FRP Typical 49 ! M52 I N15 FRP BEAMS Beam Tube FRP T ical 50 M53A N15 N16 FRP BEAMS Beam Tube FRP Typical 51 M54 N21B N19B FRP BEAMS Beam Tube FRP TVIDical 52 M55 N19B N17B FRP BEAMS Beam Tube FRP Typical 53 M56 N17B N5B FRP BEAMS Beam Tube FRP Typical 54 M57 N5B N45A FRP BEAMS Beam Tube FRP TyDical 55 M58 N45A N47A FRP BEAMS Beam Tube FRP TvDical 56 M59 N47A N49A FRP BEAMS Beam I Tube I FRP Typical RISA -3D Version 17.0.2[WA ... \ ... \... \... \... \... \... \... \TNX or RISA\FRP Frame_Gamma.r3d] Page 1 Company Infinigy Engineering, PLLC May 17, 2019 N21A ''RISA I FRP BEAMS Designer Luis A. Mendoza, P.E./PFS 12:40 PM Typical 2176.2 58 Job Number 4114 -C0001 -B Checked By: Model Name DN02362A - FRP Frame Member Primary Data (Continued) I nhcl I -Inint -I -Inint IC Inin+Rn Cnrtinn/Chnnc T.— r)—inn I ic+ RA�fc i. l Il—;i M.1- 57 M60 N21A N19A I FRP BEAMS Beam Tube FRP Typical 2176.2 58 M61 N19A N17A FRP BEAMS Beam Tube FRP T ical 59 M62 N17A N5A FRP BEAMS Beam Tube FRP Typical 60 M63 N5A N45 FRP BEAMS Beam Tube FRP TVDical 61 M64 N45 N47 FRP BEAMS Beam Tube FRP Typical M2D 62 M65 N47 N49 FRP BEAMS Beam Tube FRP T ical 63 M66 N76 N23B Steel beam Beam Wide Flange A500 Gr.B Rect Typical 64 M67 N23B N21 Steel beam Beam Wide Flange A500 Gr.B Rect Typical 65 M68 N7A N23A Steel beam Beam Wide Flange A500 Gr.B Rect Typical 66 M69 N23A N21A Steel beam Beam ide Flange A500 Gr.B Rect Typical 67 M70 N49 N51 Steel beam Beam Wide Flange A500 Gr.B Rect Typical 68 M71 N51 N313 Steel beam Beam Wide Flange A500 Gr.B Rect Typical 69 M72 N49A N51A Steel beam Beam Wide Flange A500 Gr.B Rect Typical 70 M73 N51A N3C Steel beam Beam Wide Flange A500 Gr.B Rect Typical 71 M74 N19A N47 FRP BEAMS Beam Tube FRP Typical 72 M74A N15 N21A FRP BRACING VBrace Ingle Angle FRP T ical 73 M75 N19A N14A FRP BRACING VBrace Single Angle FRP T ical 74 M76 N13A N216 FRP BRACING VBrace SingleAngle FRP Typical 75 M77 N19B N12A FRP BRACING VBrace SingleAngle FRP Typical 76 M80A N14 N11A FRP COLUMNS Column Tube FRP I TYDICal 77 M78 N19 N24 FRP COLUMNS Column Tube FRP Typical Material Takeoff Material Size Pieces Lenathfinl Weinhtfl RI 1 Hot Rolled Steel DL -1 2 - - - - --------- 2 T A500 Gr.B Rect HSS4X4X6 35 2176.2 3172.4 3 FRP HSS4X4X6 38 3051.2 962.2 4 FRP L4X4X8 4 244.8 60.6 5 -Total HR Steel 77 _ 5472.2 4195.2 Basic Load Cases RI C nl rin+inn Y V ('--At- 7 (_rovifii Inin+ Dnin+ A—,IRA- C--P---I 1 Self Weight DL -1 2 2 Wind Load AZI 000 WLZ 1 3 Wind Load AZI 090 WLX 1 4 BLC 1 Transient Area Loads None 195 5 BLC 2 Transient Area Loads i None 87 6 BLC 3 Transient Area Loads I None 1 136 Load Combinations DI !` C.,..1 DI /` C.,..1 DI f' QI f� 0...4— r C r r r r RISA -31D Version 17.0.2 [W:\ ... \ ... \... \... \... \... \... \... \TNX or RISA\FRP Frame_Gamma.r3d] Page 2 IMME IMEMEM D9 ViIJUVA K III I ®OMm®0I MEMO MEN ■N + 1WAZI 150 DL M2D ®O X1010 ME no ®O i ®MEMNON •.. AMEN .EM ■.■ RISA -31D Version 17.0.2 [W:\ ... \ ... \... \... \... \... \... \... \TNX or RISA\FRP Frame_Gamma.r3d] Page 2 Company Infinigy Engineering, PLLC May 17, 2019 ®©■m®®®® IIRISA 7 Designer Luis A. Mendoza, P.E./PFS 12:40 PM 1.2D+lWAZI330 g -1049.899 Job Number 4114 -C0001 -B Checked By: Model Name DN02362A - FRP Frame Load Combinations (Continued) rlecrrinlinn RI !` Con4nr RI (` C�r1nr RI (` C�n1nr RI !` C�n4nr C C C C C C ■ min -1785.339 ®©■m®®®® 76.239 118 7 : • • ■■■■MIM■■■■■■■■ 13 1.2D+lWAZI330 g -1049.899 10 -1458.601 6 13 N29 max 1471.499 6 1149.711 1 12219.082 2 113832.968 3 ED 5 1246.802 IME E�MMMIMMIMIMI MI • . ®D■ • 13 1262.019 ®®® :.. ■■■■■■■■■MIME■ 8 • . + 1WAZI 090 -MMI g -174.479 11 ®0■ ■■■■■ m0.9D 15 ®D■mom®®® 16 625.108 ' :.. ■■M■■■■■■IM■■■IM 958.693 2 0 25 0 25 210.9D 25 16 min -1619.404 22 35.803 121 min -14468.368 21 • • ■©■mom® 1 0 ®®��■■�■■�■■■■ 0 1 17 N31 max 958.635 16 1420.398 13 833.217 25 ' 0 25 0 25 0 25 ® min -1038.635 23 -526.007 20 ®®®��■■a■■■ 7 • • ®0�� 0-1 1 1 0 Envelope Joint Reactions Joint X [I I.- LC YrIb]_TLC Z [Ibl LC MX [Ib -ft] -T LC MY [Ib -ftp LC MZilb-ft] LC_ 10548.89' -10300.153 1 5 N12 I max 1 948.167 1 18 12420.254 12 1699.858 1 14 1 11713.86 1 3 1 441.131 4 1100.4681 12 1 R I min I -Q77 7A1 1 17 I-1AIR A711 1 R 1-171n rAQI R 1-11487.564 1 Q I -A31 Q7 Ti fl -111 R QA-rl 1 R 9 N27 max 1 827.652 1 6 1 867.602 6 1199.224 14 _ 0 251 0 25 0 125 1101 1 min 1 -816.39 1121149.814 125 -1028.553 21 0 11 1 0 1 1 1 01 �I K19R mar 17Q7 R17 1R 1R5d 3 17 1 35nQ d1d A 1RIQ7 7Rd 3 113d OAR R 1AAn 1r,Q 1, 12 min -1785.339 12 76.239 118 7 -3294.684 9 -15382.471 g -1049.899 10 -1458.601 6 13 N29 max 1471.499 6 1149.711 1 12219.082 2 113832.968 3 207.715 5 1246.802 12 14 min -1446.427 12 _69-4,723T17 13 1262.019 -2228.269 8 -13384.641 g -174.479 11 -1272.36 6 15 N30 max 1540.428 16 625.108 ' 2 958.693 2 0 25 0 25 0 25 16 min -1619.404 22 35.803 121 min -14468.368 -980.97 2oT 0 1 0 1 0 1 17 N31 max 958.635 16 1420.398 13 833.217 25 ' 0 25 0 25 0 25 18 min -1038.635 23 -526.007 20 -866.515 7 0 1 0-1 1 1 0 1 19 N32 max 3351.197 4 11770.777 7 1611.493 13 1370.398 13 832.815 1 3 14501.401 10 20 min -3585.689 101-107.401 Z,311392..19789222045..',22045.. 25 -1627.67 19:-1419.247 7 -860.243 10 -13736.371 4 21 N33 max 2191.778 5 1064.273 1 1408.1 13 1262.019 25 237.685 2 12359.064 10 22 min -2196.45 11 667.104 23 -1461.332 7 -1330.335 7 -258.893 8 -11913.442 4 23 Totals: max 14468.368 17 8855.418 1 114528.424 14 .070 42....z 218115..19789222045..22045.. .357H1 -1b 10 9d min -14468.368 11 SRQ9 7RR 1d -14528.424 R .395H1 -ib EnveloQe A/SC 15th(360-16): LRFD Steel Code Checks Member Shape Code Check Loc..-.. Shear C... Loc........ hi*P... hi*P... hi*M... hi*M... Cb E n 1 M14 HSS4X4X6 .749 1333 .128 12... Z,311392..19789222045..',22045.. .273iH1-1b' 2 1 M10A HSS4X4X6 .675 1331 .115 133 1 11392..19789222045.. 2045.. .497 H1 -1b M 15 H S.RdXAXR Fdn I vv; I A n71 12...7 A 11392.. 197892 22045.. 2045.. 1.645 Hl -1 b 4 M11 HSS4X4X6 .575 1331 .075 31... z1211392..19789222045.. 2045.. .383H1 -1b 5 M10 HSS4X4X6 .553 1332 .057 12... z 3 11392..197892 22045.. 2045.. .119 H 1-1 b 6 M7A HSS4X4X6 .487 1331 .059 60... z 1211392..19789222045.. 2045.. .088 H1 -1b 7 M24 HSS4X4X6 .132 0 2 .132 48.2 Z 10 18404..197892 22045.. 2045.. .125 H1-1 b' 8 M 19A HSS4X4X6 .121 0 11 .133 42.... z 3 18115..197892 22045.. 2045.. .107' 9 1 M21A HSS4X4X6 .117 0 3 .070 42....z 218115..19789222045..22045.. .357H1 -1b 10 1 M26 HSS4X4X6 .116 1 0 3 .068 148.2 z 1118404..19789222045.. 2045.. .395H1 -ib RISA -3D Version 17.0.2[WA ... \ ... \... \...\... \... \... \... \TNX or RISA\FRP Frame_Gamma.r3d] Page 3 Company Infinigy Engineering, PLLC May 17, 2019 IIRISA Designer Luis A. Mendoza, P.E./PFS 12:40 PM Job Number 4114 -C0001 -B Checked By: Model Name DN02362A - FRP Frame Envelope A/SC 15th(360-16): LRFD Steel Code Checks (Continued) Member Shape Code Check Loc ..... Shear C... Loc......... hi*P... hi*P... hi*M hi*M Cb E n 11 M32 HSS4X4X6 1 .095 12 3 .032 0 V 1019700..19789222045-IM45... 1.663H1 -1b 12 M31 HSS4X4X6 .093 121 .021 9.1.. 1d19700..19789222045.. 2045.. 1.669 141-1b 13 M30 HSS4X4X6 .090 12 110 .031 0 Z 2 19700..19789222045..I22045..1.667H1-1b 14 M72 HSS4X4X6 .087 0 181 .066 48.2 y , 118404..197892 22045..22045.. .305 H 1-1 b 15 M73 HSS4X4X6 .083 48.219 .058 0 $1,18404..19789222045..22045.. .209 H1 -1b 16 1 M44 HSS4X4X6 7 .082 48.21 .063 0 Z 1 14806.. 19789222045.. 2045.. 1,92 H1 -1b 17 M45 HSS4X4X6 .081 53.21 0571., 1213897.. 19789222045..22045..1.8421,141-1b 18 M42 HSS4X4X6 .075 0 7 .074218404..19789222045..22045...314H1 -1b 19 M43 HSS4X4X6 .075 0 7 .065211840 ..19789222045..22045.. .193H1 -1b 20 M29 HSS4X4X6 .070 121 .0231 19700.. 19789222045..22045..1.667H1 -1b 21 M67 HSS4X4X6 .068 53.2151 .056;11118115.. 197892 22045..22045.. .348' H 1-1 b 22 M66 HSS4X4X6 .066 0 1 .0491118115..19789222045.. 2045.. .346 141-1b 23 M33 HSS4X4X6 .065 12'12 .02023,19700.. 19789222045..22045..1.656H1 -1b 24 M70 HSS4X4X6 .065 48.21 .0712 18404..19789222045..22045.. 2,16 H1 -1b 25 M22 HSS4X4X6 .063 0 4 .025 418115 ... 19789222045..22045... .33tH1-1b 26 M27 HSS4X4X6 .061 0 9 .029$ 18404..19789222045.. 2045.. .306 H1 -1b 27 M71 HSS4X4X6 .059 0 7 .058218404..19789222045..'22045.. .159,'W -1b' 28 M35 HSS4X4X6 .059 53.26 .0661118115.. 19789222045..22045.. .353 H1 -1b 29 M34 HSS4X4X6 .059 53.26 .0561118115.. 19789222045..22045.. .154H1 -1b 30 M69 HSS4X4X6 .058 0 1 .066 197892 22045.. 2045.. .169H1 -1b 31 M20A HSS4X4X6 055 0 114 .051 .2'318115..19789222045..x22045.. .213 H1 -1b 32 M25 HSS4X4X6 .055 0 1 .046 48.2 Z 11018404..19789222045.. 2045.. i11741 -1b 33 M68 HSS4X4X6 .054 53.2 6I .053 1 v18115..19789222045..22045.. .164 H1 -1b 34 M28 HSS4X4X6 .054 48.21 .028 0 818404..19789222045.. 2045-2.343141-1b 35 M23 HSS4X4X6 i .045 53.212 .024 0 Y 4'18115.. 19789222045..122045.. 2.37 H1 -1b RISA -3D Version 17.0.2 [W:\ ... \ ... \... \... \... \... \... \... \TNX or RISA\FRP Frame Gamma.r3d] Page 4 -ie Project Name: Clear Creek Project Number: DN02362A Client: T Mobile Date: 05/10/2019 Project Location: Denver, CO Wet Stamp Laminate Analysis Disclaimer: As a service to customers, FiberDesign provides computer-generated predictions of the physical performance of a product made using a reinforcement fabric produced by Vectorply Corporation (or equal) in combination with other materials such as resins and mats or systems. FiberDesign makes no warranty as to the accuracy of any such predicted performance, and customer acknowledges that customer is solely responsible for determining the performance and fitness for a particular use of any laminate product. It is highly recommended that actual load testing be conducted to confirm the data presented here. Calculations Note: The calculations presented in this document are intended for a single use at the location indicated above, for the client listed above. These calculations shall not be reproduced, reused, "card filed", sold to a third party, or altered in any way without the written authorization of FiberDesign LLC. FiberDesign, LLC 7 Pond View Rd. Standish, ME 04084 207 904 5885 info@fibrdesign.com es g l �i6erD _ Project Name: Clear Creek Project Number: DN02362A Proiect Description FRP and steel screen wall for 3 sectors/structures. Alpha and Beta are identical. Design Criteria Code(s): IBC 2012, ASCE 7-10, Local Denver (wind) General Notes 1. The contractor and or fabricator shall verify dimensions, conditions and elevations before starting work. FiberDesign shall be notified immediately if any discrepancies are found. 2. The typical notes and details shall apply in all cases unless specifically detailed elsewhere. Where no detail is shown, the construction shall be as shown for other similar work and as required by the building code. 3. The contractor and or fabricator shall be responsible for compliance with local construction safety codes. Approval of shop drawings must be by FiberDesign LLC. 4. All structural framing members, whether FRP or steel, shall be adequately shored and braced during erection and until full lateral and vertical support is provided by adjoining members. 5. Calculations are limited to the structural members shown in these calculations only. The connection of the members shown in these calculations to the existing structure shall be by others. 6. Analysis of existing structure is by others. Composite Laminate Notes 1. Composite laminate by qualified laminate manufacturer or fabricator. Manufacturer/fabricator must be approved by FiberDesign LLC. Contact FiberDesign LLC to apply for approval status. 2. Laminate resin(s) shall be composed of polyester, vinyl ester or epoxy resins by Polynt, CCP or approved equal. 3. Laminate fabrics shall be by Vectorply or approved equal. 4. Laminate process shall be infusion, vacuum bag or similar compression molded process. Hand lay-up process is allowed (contact FiberDesign LLC for approval for specific application). 5. Fire rated laminate, when required, shall meet ASTM E84 class 1 for flame spread of 25 or less. Other fire rated codes may be required such as NFPA 285. Smoke Index (450 or less) may or may not be allowed to be excepted depending on the project. FiberDesign, LLC 7 Pond View Rd. Standish, ME 04084 207 904 5885 info@fibrdesi2n.com Project Name: Clear Creek Project Number: DN02362A Pultruded FRP 1. Pultruded FRP products shall be by Strongwell, Fibergrate or equal Structural Steel See Infinigy General Notes on CDs FiberDesign, LLC 7 Pond View Rd. Standish, ME 04084 207 904 5885 info@fibrdesign.com fib erDescgn Project Name: Clear Creek Project Number: DN02362A Design Data: Wind: Site Name: Client: Carrier: Engineer: Date: Adopted Building Code: Structure Load Standard: Antenna Load Standard: Structure Risk Category: Structure Type: Number of Sectors: Structure Shape l: Design Wind Velocity: Wind Centerline 1 (zl): Side Face Angle (6): Exposure Category: Topographic Category: Wind with No Ice q, (psf) Gh FST (psf) 30.78 0.85 65 NOTE: _ DN02362A TMO TMO MP 12/13/2018 Site Information inputs: 2012 IBC TIA-222-G TIA-222-G H Rooftop 1 Flat Wind Loading Inputs: 105 57.0 60 C 1 mph (nominal 3 -second gust) ft degrees Wind is considered at Z (000) and X (090) directions FiberDesign, LLC 7 Pond View Rd. Standish, ME 04084 207 904 5885 info@fibrdesip-n.com F��QpDesrgn Project Name: Clear Creek Project Number: DN02362A Design Data: Panel Bolt Data Gamma Wall Load (long side) 14,408 lbs/ft-2 Number of Bolts: 170 Load per FRP 3/8" bolt (long side): 85 lbs Allowable load per bolt 300 lbs UC .28 (OK) Panel Bolt Data Alpha/Beta Wall Load (long side) 14,408 lbs/ft^2 Number of Bolts: 180 Load per FRP 3/8" bolt (long side): 80 lbs Allowable load per bolt 300 lbs UC .27 (OK) Note: FRP Panel Bolts shall be 12" OC in both Horizontal and Vertical directions FiberDesign, LLC 7 Pond View Rd. Standish, ME 04084 207 904 5885 info@fibrdesipn.com Fi6QPbesagn Project Name: Clear Creek Project Number: DN02362A Design Loads for : 5/8" FRP Frame Bolts for All Structures Input Data Member Info Data Notes Number of FRP bolts 2 Design shear (Vz) at beam/column joint 1500 lbs (Worst case on any member) FRP bolt diameter Db 0.625 in Member wall thickness 0.375 in Column and Beam Number of walls 2 Allowable Bearing Stress 15000 PSI Double Shear? Yes Fbrg direction CW Safety Factor 3 Output Data Summary Allowable Bearing Stress/Bolt Bearing Stress pass/fail Design Bolt Shear Allowable bolt double shear Allowable bolt single shear (Thread) Bolt stress pass/fail Member Selection Pass Pass 4687.5 lbs (Compare to Vz) 750 lbs Shear/bolt 1800 lbs Includes SF of 4 600 lbs Includes SF of 4 Select (2) 5/8" diameter FRP bolts NOTES: 1. FRP Bolt Shear governs over tensile strength and therefore tensile strength is not used. FiberDesign, LLC 7 Pond View Rd. Standish, ME 04084 207 904 5885 info@ribrdesign.com Fi6er�esl;n Project Name: Clear Creek Project Number: DN02362A Desisn Loads for: FRP Member Unity Check for Alpha/Beta Sector s Length PulCalc^ FRP Arial must be less Bending Allowable Fb Allowable Unity Check StressA than or Allowable Axial Axial Stress Fc (Global Local UC Bending Totsl Form Member Name (Ibs) Profile equal to: Pa (lbs/ft) UC Pass/Fail (PSI) Buckling) Buckling Bending Pass/Fail Total UC Pass/ Organization Infinigy, Site Name Clear Creek A/BStructure AZO00 Site Number DN02362A Date 5/13/2019 Engineer PS AZOW M3 19784x3/8 sq tube 9.5 8430 0.23 4309 9255 12354 0.46 0.70 P M2 2804x3/8 sq tube 8.5 10531 0.03 4137 9255 12354 0.45 0.47 P M48A 18704x3/8 sq tube 4.5 29179 0.06 1535 9255 12354 0.17 0.23 P M48 2764x3/8 sq tube 8.5 10531 0.03 4409 9255' 12354 0.47 0.50 P MS 1984 4x3/8 sq tube 9.5 8430 0.24 4341 9255 12354 0.47 0.70 P M31 -M32 3284z3/8sq tube 4.5 29179 0.01 66 9285 12354 0.01 0.02 P M3 M37 3574x3/8 sq tube 4.5 29179 0.01 66 9285 12354 0.01 0.02 P M3B-M39 124x3/85q tube 4.5 29179 0.00 422 9285 12354 0.05 0.05 P M64 -M65 2724x3/8 sq tube 4.5 29179 0.01 101 9285 12354 0.01 0.02 P M66 -M70 14x3/8sq tube 4.5 29179 0.00 835 9285 12354 0.09 0.09 P M71 -M72 32843/8sq tube 4.5 29179 0.01 101 9285 12354 0.01 0.02 P M40 12204x3/8sq tube 6.5 18008 0.07 2577 9285 12354 0.28 0.35 P M41 12264x3/8sq tube 6.5 18008 0.07 3162 9285 12354 0.34 0.41 P M26 2338 4x3/Bsq tube 12.5 4869 0.48 242 9285 12354 0.03 0.51 P M27 2330 4x3/8 sq tube 12.5 4869 0.48 233 9285 12354 0.03 0.50 P M14A 273 4x3/8 sq tube 10 7609 0.04 395 9285 12354 0.04 0.08 P M38 302 4x3/8 sq tube 10 7609 0.06 527 9285 12354 0.06 0.10 P M22 243 4x3/8 sq tube 10 7609 O.a3 5511 9285 12354 0.59 0.63 P M14 307 43/8 sq tube SO 7609 0.04 6035 9285 12354 0.65 0.69 P MSO 293 4x3/8 sq tube 10 7609 0.04 6046 9285 12354 0.65 0.69 P MB 2644x3/8 sq tube 10 7609 0.03 5518 9255 12354 0.59 0.63 P M7 3154x3/8 sq tube 10 7609 0.04 529 9285 12354 0.06 0.10 P M16 2534x3/8 sq tube 10 7609 0.03 397 9285 12354 0.04 0.08 P M46A 1614x3/8 sq tube 10 7609 0.02 3068 9255 12354 0.33 0.35 P M401 42354x3/8 sq tube 11 6288 0.67 151 9255 12354 0.02 0.69 P M41A 40124x3/8 sq tube 11 6288 0.64 151 9255 12354 0.02 0.65 P M43 1084x3/8 sq tube 11 6288 0.02 2936 9285 12354 0.32 0.33 P M42 3264x3/8 sq tube 11 6288 0.05 2486 9285 12354 0.27 0.32 P M45 3484x3/8 sq tube 11 6288 0.06 1672 9285 12354 0.18 0.24 P M44 964z3/8sq tube 11 6288 0.02 2936 9285 12354 0.32 0.33 P M46 40304z3/8sq tube 11 6288 0.64 151 9285 12354 0.02 0.66 P M47 42214x3/Bsq tube 11 6288 0.67 151 9285 12354 0.02 0.69 P MSS4-M56 2844x3/8 sq tube 4.5 29179 0.01 101 9285 12354 0.01 0.02 P M57 -M61 164x3/8 sq tube 4.5 29179 0.00 879 9285 12354 0.09 0.10 P M62 -M63 2844x3/8sq tube 4.5 29179 0.01 101 9285 12354 0.01 0.02 P FiberDesign, LLC 7 Pond View Rd. Standish, ME 04084 207 904 5885 info@flbrdesi2n.com i F Project Name: Clear Creek Project Number: DN02362A FiberDesign, LLC 7 Pond View Rd. Standish, ME 04084 207 904 5885 info@fibrdesi2n.com Length PulCalc- FRP Axial must be less Bending Allowable Fb Allowable Unity Check StressA than or Allowable Axial Axial Stress Fc (Global Local UC Bending Tots[ Form Member Name (lbs) Profile equal to! Pa (lbs/ft) UC Pass/Fail (PSI) Buckling) Buckling Bending Pass/Fail Total UC Pass/ Organization Inf[nigy Site Name Clear Creek A/B Structure AZO90 Site Number DNO2362A Date 5/13/2019 Engineer PS A2000 M3 515 43/8 sq tube 9.5 8430 0.06 4672 9285 12354 0.50 056 P M2 7784x3/8 sq tube 8.5 10531 0.07 5068 9285 12354 0.55 0.62 P M48A 3924x3/8 sq tube 4.5 29179 0.01 9 9285 12354 000 0.01 P M48 4674x3/8 sq tube 8.5 10531 0.04 87 9285 12354 0.01 0.05 P M5 1143/8 sq tube 9.5 8430 0.00 60 9285 12354 0.01 0.01 P M31 -M32 34x3/8 sq tube 4.5 29179 0.00 464 9285 12354 0.05 0.05 P M33 -M37 3404x3/8sq tube 4.5 29179 001 59 9285 12354 0.01 0.02 P M38 M39 14x3/8 sq tube 4.5 29179 000 66 9785 12354 0.01 0.01 P M64 -M65 114x3/8 sq tube 4.5 29179 000 879 9285 12354 0.09 0.10 P M66 -M70 2654x3/8 sq tube 4.5 29179 0.01 a8 9285 12354 0.01 0.02 P M71 -M72 54x3/8 sq tube 4.5 29179 0.00 101 9285 12354 0.01 0.01 P M40 13334x3/8 sq tube 6.5 18008 007 3000 9285 12354 0.32 0.40 P M41 14x3/8 sq tube 6.5 18008 0.00 39 9285 12354 0.00 0.00 P M26 34x3/8w tube 12.5 4869 0.00 223 9285 12354 002 0.02 P M27 6794x3/8 sq tube 12.5 4869 0.14 346 9285 12354 004 0.18 P M14A 273 4x3/8 sq tube 10 7609 0.04 5925 9285 12354 0.64 0.67 P M38 306 4x3/8 sq tube 10 7609 0.04 847 9285 12354 0.09 0.13 P M22 248 4x3/8 sq tube 10 7609 0.03 691 9285 12354 0.07 0.11 P M14 302 4x3/8 sq tube 10 7609 0.04 584 9285 12354 0.06 0.10 P M10 225 4x3/8 sq tube 10 7609 0.03 843 9285 12354 0.09 0.12 P MS 4214x3/8 sq tube 10 7609 0.06 894 9285 12354 010 0.15 P M7 302 4x3/8 sq tube 10 7609 0.04 514 9285 12354 0.06 0.10 P M16 287 4x3/8 sq tube 10 7609 0.04 62 9285 12354 0.01 0.04 P M46A 1604x3/8 sq tube 10 7609 0.02 1 9285 12354 0.00 0.02 P M40A 146 4x3/8sq tube 11 6288 0.02 2268 9285 12354 024 0.27 P M41A 185 4x3/8 sq tube 11 6288 0.03 2268 9285 12354 024 0.27 P M43 976 4x3/8sq tube it 6288 0.16 166 9285 12354 002 0.17 P M42 1187 4x3/8sq tube it 6288 0.19 150 9285 12354 0.02 0.20 P M45 722 4x3/8 sq tube 11 6288 0.11 126 9285 12354 0.01 0.13 P M44 967 4x3/8 sq tube it 6298 0.15 166 9285 12354 0.02 0.17 P M46 164 4x3/8 sq tube 11 6288 0.03 151 9285 12354 0.02 0.04 P M47 146 4x3/8 sq tube 11 6288 002 151 9285 12354 0.02 0.04 P MSSA-M56 18 4x3/8 sq tube 4.5 29179 0.00 879 9285 12354 0.09 0.10 P M57 -M61 1904x3/8 sq tube 4.5 29179 0.01 71 9285 12354 0.01 0.01 P M62 -M63 14x3/8 sq tube 4.5 29179 000 101 9285 12354 0.01 0.01 P FiberDesign, LLC 7 Pond View Rd. Standish, ME 04084 207 904 5885 info@fibrdesi2n.com Project Name: Clear Creek Project Number: DN02362A FRP Member Unity Check for Gamma Sector PxlCxlc" FBP Unity Check Form Organization Site Name Site Number Date Engineer AZ000 FiberDesign, LLC 7 Pond View Rd. Standish, ME 04084 207 904 5885 info@ fibrdesip-n.com Length Axial must be less Bending Allowable Fb Allowable Stress than or Allowable Axial Axial Stress Fc (Global Local UC Bending Totsl Member Name (lbs) Profile equal to: Pa (lbs/ft) UC Pass/Fail (PSI) Buckling) Buckling Bending Pass/Fail Total UC Pass/ Infinigy Clear Creek AZ000 DNO2362A 5/13/2019 PS M51-M53A 2764x3/8 sq tube 4.5 29179 001 781 9285 12354 0.08 0.09 P M48A-M50 480 4x3/8 sq tube 4 31970 002 43 9285 12354 0.00 0.02 P M36 -M38 3514x3/8 sq tube 4.5 29179 0.01 839 9285 12354 0.09 0.10 P M39 -M41 405 4x3/8 sq tube 4 31970 0.01 43 9285 12354 0.00 0.02 P M13 582 4x3/8 sq tube 10 7609 0.08 9475 9285 12354 0.91 0.99 P M32 2414x3/8 sq tube 10 7609 0.03 7155 9285 12354 0.77 0.80 P M7 298 4x3/8 sq tube 10 7609 0.04 4069 9285 12354 044 0.48 P MS 229 4x3/8 sq tube 10 7609 0.03 2467 9285 12354 0.27 0.30 P M9 1302 4x3/8 sq tube 10 7609 0.17 6924 9285 12354 0.75 0.92 P MWA 875 4x3/8 sq tube 11 6288 0.14 2520 9285 12354 0.27 0.41 P M17 1343 4x3/8 sq tube 11 6288 0.21 3276 9285 12354 0.35 0.57 P M18 11834x3/B sq tube 11 6288 0.19 4002 9285 12354 0.43 0.62 P M45A 1561 4x3/8 sq tube 11 6288 0.25 114 9285 12354 0.01 0.26 P M78 15814x3/B sq tube 12 5284 030 114 9285 12354 0.01 0.31 P M74 1173 4x3/8 sq tube 11 6288 0.19 189 9285 12354 002 0.21 P M53 18694x3/8 sq tube 18� 2348 0.80 426 9285 12354 005 0.84 P M21 235 4x3/8 sq tube 12 5284 001 3416 9285 12354 0.37 0.41 P M46 977 4x3/8 sq tube 6 20806 005 8591 9285 12354 0.93 0.97 P M54 -M56 3284x3/8 sq tube 4.5 29179 001 1008 9285 12354 0.11 0.12 P M57 -M59 2114x3/8 sq tube 4 31970 001 71 9285 12354 0.01 0.01 P V160- M62 814x3/8 sq tube 4.5 29179 000 1008 9285 12354 0.11 0.11 P M63 -M65 13394x3/8 sq tube 4 31970 0.04 71 9285 12354 0.01 0.05 P FiberDesign, LLC 7 Pond View Rd. Standish, ME 04084 207 904 5885 info@ fibrdesip-n.com Project Name: Clear Creek Project Number: DN02362A Notes: 1. Load combinations based on Wind and DL at 30 degree increments. 2. Angle FRP braces were ignored as capacities are under 5% FiberDesign, LLC 7 Pond View Rd. Standish, ME 04084 207 904 5885 info@iibrdesign.com Length PulCalc•" FRP Axial must be less Bending Allowable Fb Allowable Unity Check Stress than or Allowable Axial Axial Stress Fc (Global Local UC Bending Totsl Form Member Name (lbs) Profile equal to: Pa (lbs/ft) UC Pass/Fail (PSI) Buckling) Buckling Bending Pass/Fail Total UC Pass/ Organization Infinigy Site Name Clear Creek AZ090 Site Number DN02362A Date 5/13/2019 Engineer PS AZ000 M51-M53A 1954x3/8 sq tube 4.5 29179 0.01 57 9285 12354 0.01 0.01 P M48A-M50 6604x3/8 sq tube 4 31970 0.02 290 9285 12354 0.03 0.05 P M3&M38 8254x3/8 sq tube 4.5 29179 0.03 95 9285 12354 0.01 0.04 P M39 -M41 1264x3/8 sq tube 4 31970 0.00 325 9285 12354 0.04 0.04 P M13 25%4x3/8 sq tube 10 7609 0.34 4207 9285 12354 0.45 0.79 P M12 277 4x3/8 sq tube 10 7609 0.04 923 9285 12354 0.10 0.14 P M7 298 4x3/8sq tube 10 7609 0.04 2372 9285 12354 0.26 0.29 P MS 260 4x3/8sq tube 10 7609 0.03 5525 9285 12354 0.60 0.63 P M9 718 4x3/8sq tube 10 7609 0.09 5677 9285 12354 0.61 0.71 P MBOA 2266 4x3/8sq tube 11 6288 0.36 152 9285 12354 0.02 0.38 P M17 2437 4x3/8sq tube 11 6288 0.39 169 9285 12354 0.02 0.41 P MSB 8784x3/8 sq tube 11 6288 0.14 2230 9285 12354 0.24 0.38 P M45A 7084x3/8 sq tube 11 6288 0.11 2230 9285 12354 0.24 0.35 P M78 3904x3/8 sq tube 11 6288 0.06 2230 9285 12354 0.24 0.30 P M74 12034x3/8 sq tube 12 5284 0.23 189 9285 12354 0.02 0.25 P M53 14424x3/8 sq tube 18' 2348 0.61 426 9285 12354 0.05 0.66 P M21 257 4x3/8 sq tube 12 5284 0.05 2418 9285 12354 0.26 0.31 P M46 12074x3/8 sq tube 6 20806 0.06 4790 9285 12354 0.52 0.57 P M54M56 10254x3/8sq tube 4.5 29179 0.04 109 9285 12354 0.01 0.05 P M57 -M59 2174x3/8sq tube 4 31970 0.01 566 9285 12354 0.06 0.07 P M60 -M62 1914x3/8sq tube 4.5 29179 0.01 109 9285 12354 0.01 0.02 P M63 -M65 3624x3/8sq tube 4 31970 0.01 566 9285 12354 0.06 0.07 P Notes: 1. Load combinations based on Wind and DL at 30 degree increments. 2. Angle FRP braces were ignored as capacities are under 5% FiberDesign, LLC 7 Pond View Rd. Standish, ME 04084 207 904 5885 info@iibrdesign.com pinfinigy Engineering, PLLC Luis A. Mendoza, P.E./PFS 4114-C0001 -B DN02362A - FRP Frame Members Alpha/Beta SK -1 1 May 14, 2019 at 7:20 AM FRP Frame_AlphaBeta MPAd Infinigy Engineering, PLLC Luis A. Mendoza, P.E./PFS 4114-C0001 -B DN02362A - FRP Frame Wind Load Alpha/Beta AZO90 SK -1 3 May 14, 2019 at 7:25 AM - i FRP Frame_AlphaBeta MP.r3d Infinigy Engineering, PLLC Luis A. Mendoza, P.E./PFS 4114-C0001 -B DN02362A - FRP Frame Alpha/Beta Wind Load AZ000 SK -1 2 May 14, 2019 at 7:23 AM FRP Frame_AlphaBeta MP.r3d Infinigy Engineering, PLLC Luis A. Mendoza, P.E./PFS 4114 -C0001 -B DN02362A - FRP Frame Members Gamma 5K-1 May 14, 2019 at 7:27 AM FRP Frame—Gamma (1) MP.r3d Infinigy Engineering, PLLC Luis A. Mendoza, P.E./PFS 4114-C0001 -B DN02362A - FRP Frame Wind Load Gamma AZ000 �SK-2 May 14, 2019 at 7:29 AM FRP Frame—Gamma (1) MP.r3d Infinigy Engineering, PLLC Luis A. Mendoza, P.E./PFS' DN02362A - FRP Frame 4114 -C0001 -B Wind Load Gamma AZO90 SK -3 May 14, 2019 at 7:30 AM FRP Frame—Gamma (1) MP.r3d www.hilti.us Company: Infinigy Engineering, PLLC Specifier: MP Address: Phone I Fax: E -Mail: Specifier's comments: FRP Screen Leg to Roof Connection Alpha/Beta 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Page: Project: Sub -Project I Pas. No.: Date: i�I I MLE 0 tt Profis Anchor 2.7.8 1 DN02362A 5/17/2019 Kwik Bolt TZ - CS 5/8 (4) ast at utitjy her = 4.000 in., hnom = 4.438 in. Carbon Steel ESR -1917 5/1/2017 15/11/2019 Design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.500 in. Ix x ly x t = 12.000 in. x 12.000 in. x 0.500 in.; (Recommended plate thickness: not calculated Square HSS (AISC); (L x W x T) = 4.000 in. x 4.000 in. x 0.375 in. cracked concrete, 2500, fc' = 2,500 psi; h = 6.000 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no R - user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions (stiffeners,...) Geometry [in.] & Loading [lb, in.lb] _ — -�__ tf 4 �J � J SR Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Infinigy Engineering, PLLC Specifier: MP Address: Phone I Fax: E -Mail - Page: Project: Sub -Project I Pos. No.: Date: I - III .L. ;3 Profis Anchor 2.7.8 2 DN02362A 5/17/2019 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity ON / IN [%] Status Tension Concrete Breakout Strength 10,721 11,300 95/- OK Shear Steel Strength 898 5,259 _/18 OK Loading ON Ov Utilization f6,v [%] Status Combined tension and shear loads 0.949 0.171 1.0 94 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility' PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Infinigy Engineering, PLLC Specifier: MP Address: Phone I Fax: E -Mail: Specifier's comments: FRP Screen Main Leg to Roof Connection Gamma 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Page: Project: Sub -Project I Pos. No.: Date: ��� Profis Anchor 2.7.8 1 DN02362A 5/17/2019 Kwik Bolt TZ - CS 518 (4)-;��;�atix hef = 4.000 In., hn= = 4.438 In. Carbon Steel ESR -1917 5/1/2017 15/1/2019 Design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.500 in. Ix x ly x t = 12.000 in. x 12.000 in. x 0.500 in.; (Recommended plate thickness: not calculated Square HSS (AISC); (L x W x T) = 4.000 in. x 4.000 in. x 0.375 in. cracked concrete, 2500, f� = 2,500 psi; h = 6.000 in. tension: condition B, shear: condition B, no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no R - user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions (stiffeners,...) Geometry [in.] & Loading [lb, in.lb] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan T SO -35()9 6,97" i _Y b.' www.hilti.us I. I In 0 Profis Anchor 2.7.8 Company: Infinigy Engineering, PLLC Page: 2 Specifier: MP Project: DN02362A Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/17/2019 E -Mail: 2 Proof I Utilization (Governing Cases) Design values [Ib] Utilization Loading Proof Load Capacity N / N [%] Status Tension Concrete Breakout Strength 2,852 7,709 37/- OK Shear Steel Strength 1,033 5,259 -/20 OK Loading ON N C Utilization f6,v [%] Status Combined tension and shear loads 0.370 0.196 5/3 26 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility' PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Site Name: Clear Creek Denver Site ID: DN02362A Date: 05/17/2019 Design: Beam (A500 HSS 4x4x3/8) and Main Leg (A500 HSS 4x4x3/8) with Clip angle (A36 L6x6x3/8) Connection P:=1.654 kip V.:= 1.649 kip Vz:= 1.792 kip Bearing at Bolt Holes Checks: INFINIGY6 t:=0.375 in (thickness of angle) 1c:=1 in (clear edge dist., measured from the edge of the material to the edge of the hole) d:=0.5 in (bolt diameter) Fyv = 36 ksi (yield strength of angle) F.:= 58 ksi (tensile strength of angle) Ob: =0.75 (load reduction factor for bearing) ORnb := Ob' (2.4 • d • t • Fn) =19.575 kip DCRnb := P2 +V,.2 +Vza ORnb =15% Connecting Elements in Tension: Ayt := d • t = 0.188 int Ant := 0.85 • Ayt = 0.159 in' Oy := 0.9 or := 0.75 ORnt.y := OY Flt' Ayt = 6.075 kip ORnt.r := 0, F. - Ant = 6.933 kip DCRnt := IPz +Vrz +Vzz min (ORnt.y 1 `f'Rnt.r) (demand to capacity ratio for bolt bearing onto the new angle) (gross net area subject to tension) (effective net area subject to tension) (load reduction factor for yielding) (load reduction factor for rupture) (tension yielding capacity of bolted connecting elements) (tension rupture capacity of bolted connecting elements) (demand to capacity ratio for =48.5% connecting elements in tension) Site Name: Clear Creek Denver Site ID: DN02362A Date: 05/17/2019 Connecting Elements in Shear: Agv := d • t = 0.188 int Anv := 0.85 • Agv = 0.159 in 2 Oy := 0.9 01=0.75 INFINIGY6, (gross net area subject to shear) (effective net area subject to shear) (load reduction factor for yielding) (load reduction factor for rupture) ORnv.y:=Oy 0.6 Fy•Agv=3.645 kip (shear yielding capacity of bolted connecting elements) ORnv.r:=0,,•0.6 Fa•Anv=4.16 kip (shear rupture capacity of bolted connecting elements) DCRnv /P2 +V.2 +Vz2 min (ORnv.y 1 ORnv.r) = 80.8% (demand to capacity ratio for connecting elements in shear) Connecting Elements in Block Shear: (assumed uniform tension stress distribution) Ubs:=1 (tension stress distribution factor) Obs:=0.75 (load reduction factor for block shear rupture) oRnv.bs:= (Wbs • 0.6 • Fu • Anv + Ubs • Fn • Ant) =13.403 kip (block shear rupture capacites oRgv.bs := (Obs • 0.6 • F,J • Agv + Ubs • Fn •Ant) =12.281 kip of bolted connecting elements) DCRshear := VP +Vx2 +Vz2 min (ORnv.bs , `''Rgv.bs) = 24% (demand to capacity ratio for connecting elements in block shear) Site Name: Clear Creek Denver Site ID: DN02362A Date: 05/17/2019 Known/Assumptions: INFINIGY6 F,xx:=70 ksi (assumed weld electrode str.) b:=4 in (width of weld) d:=4 in (depth of weld) a:=0.25 in (assumed design weld size - based off the tube thk.) Lw:=2•b+2 d=16 in (length of weld) 0:=0.75 (applicable reduction factor) Joint Reactions per RISA 3D (Critical Joint Env. Solution Fx := 955.776 lbf Fy:=10721.026 lbf Fz := 3385.386 lbf M„ := 3281.024 lbf • ft My:=483.302 Of • ft Mz:=2175.861 lbf • ft Weld Property Calculations per AISC 14th ED., Fig. 8-6: cam.:= 0.5 • b = 2 in (radial distance from CG to point on weld remote from CG, x -x Direction) cz:= 0.5 • d = 2 in (radial distance from CG to point on weld remote from CG, y -y Direction) S:= b • d + d2 = 21.333 1 in3 (section modulus of weld) 3 in 3 IP.— (b+d) =85.333 1 •in4 (polar moment of inertia about CG of weld) 6 in Weld Strength Calculations and Results (Eccentric Elastic Method per AISC 14th Ed., Part 8): rM FX + Fz z = 219.857 lbf Lw R f y := F7,= 670.064 in Lz„ n Zn R.X (M,� • Cz/ =135.929 lbf IP in M, • c� Rmz =135.929 lbf IP in Site Name: Clear Creek Denver Site ID: DN02362A Date: 05/17/2019 R.:= Rma 2 +R,.;,2 R.,,:= Sx = (1.846.103) lbfin R, -,,,y2 := z = 1.224.103 ) lbn S R'ray:- myl R y,2+R,,,,22 2 = (2.215.103) lbf - in (Demand) Ru:=V(Rf+R,,a)2 +(Rfy+RmY)2 =2913.879 lbf in (Capacity of weld) ORau, := 0.0.60 • Fe,� • - • a = 5568.466 lbf 2 in (Demand to capacity ratio) Ru DCR:= =52.3% OR„w INFINIGY6 Site Name: Clear Creek Denver Site ID: DN02362A Date: 05/17/2019 b:= 12 in h:=8 in cc := 0.75 in db := 0.500 in d:=h—cc-0.5 db=7 in f'e := 3000 psi f ij := 60000 psi L,,:= 20 ft DL:=100 lbf ft LL := 55.7 lbf ft Computing Demand Loads: INFINIGY6 Width of slab Depth of slab Concrete clear cover #4 rebar Distance to extreme fiber Concrete compressive strength Rebar yield strength Max length of one way slab Dead load Design five load (includes weight of FRP screening, antenna mount and appurtenances) per slab trib width Wn:=1.2•DL+1.6•LL=209.12 ft t M.:=Wu,•Ln• 1 ft=4.18 (kip• ft) Design distributed load Design flexural load per trib width Checking if existing reinforcment in concrete is sufficient per demand flexural loading_ Asmin := 0.0033 • b • h = 0.317 in 2 Min. flexural reinforcement (ACI Section 10.5) 0.85•b•d•f' 2•M ASrequired := c 1— 1— ' =0.276 in Area required to support 0.383 • b • (dZ� • f'e demand moment DCR:= Asrequired =87.1% Asmin Site Name: Clear Creek Denver Site ID: 2A I N F I N I G Y 6 Date: 05/17/20/17/20 19 Punching Shear Check In accordance to the ACI 318 section 11.11.2 Known: Considered normalweight concrete conditions and properties in this analysis 13:= 1 Ratio of long side to short side of the column A:= 1 2 lb2f Modification factor f'C:=3000 Concrete compressive strength zn b:= 7 in Width of base plate 1:= 7 in Length of base plate bo := 2 • b + 2 • l = 28 in Perimeter of effective area d=7 in Distance from top of slab to center of reinf. V.:=1323.0 lb f RISA 3D critical reaction force Computing Shear Capacity: 0:=0.75 Vc1:= (2 + 4 J • A • f'� • bo • d = 64412.17 1bf as:= 20 Vc2:= ab•d +2 •A• f'� •bo•d=75147.53 lbf 0 Vc3:=4•A•f'I-bo•d=42941.451bf VI := min (Vel , Vc2 , Vc3) = 42941.45 lb f 17CR:_ V. =4.1% 0 • V, Load reduction factor Eq. ACI 11-31 constant, 40 for interior columns consideration Eq. ACI 11-32 Eq. ACI 11-33 Punching shear capacity to be considered FROM ZERO TO INFINIGY the solutions are endless May 17, 2019 N. Chung Town of Wheat Ridge 7500 W. 291h Ave. Wheat Ridge, CO 80033 RE: DN02362A Comment Response Letter T -Mobile Site Number: DN02362A Site Address: 4251 Kipling Street, Wheat Ridge, CO 80033 Building Code: 2012 IBC Design Standard: ASCE 7-10 / ANSUTIA-222-G Dear N. Chung: At your request, Infinigy Engineering, PLLC. has provided this Comment Response Letter along with the resubmitted structural calculations per the request of the Structural Review (dated 05/04/19) by N. Chung. The comment responses listed below points out the changes that have been made to the structural calculations to meet the reviewer's requests: 1) Applicable codes are changed to 2012 International Building Code. 2) Infinigy uses Los Angeles Research Report (LARK) as the reference documents when designing and analyzing telecom structures that utilized Fiber Reinforcement Polymers (FRP). A copy of LARR certificate is attached herewith. 3) All calculation is now updated per city requirement: 105 mph (ASD) Wind Speed, Exposure Category C, 2012 IBC and 30 psf Ground Snow Load. 4) Location of joint number and member labels are now included in the resubmitted report. Screen wall is not considered while analyzing the platform as a conservative approach however the force developed on members due to wind load on screen wall is considered. 5) The note "13/16x1/4 horizontal short slot EA flange" is removed in resubmitted report. 6) All clip angles are now 6x6xl/2. 7) For the uniformity in design, all clip angles thickness is changed to 1/2". 8) The reference details are now corrected accordingly. Should there be any questions, please do not hesitate to contact us (214) 718-3132. Sincerely, Mukunda Pokharel, EIT Project Engineer Il mpokharel@infinigy.com INFINIGY INFINIGY6 12 . 0 . 0 .. - the solutions are endless 1490 West 121St St., SUITE 101 WESTMINSTER, CO 80234 Date: May 9, 2019 To: Stephanie Stevens, AICP From: Infinigy Solutions Paul Buono 1490 W. 121St Ave, Suite 100 Westminster, Colorado 80234 Phone: 303.219.1178 Email: pbuono@infinigy.com RE: 4251 Kipling- T -Mobile Building Permit #201900826 Stephanie, I am going to address your comments and concerns below: 1. We have added the note "Painted to Match Building Fagade" at the end of every callout for an FRP screen wall. Since each sector has a screen wall, we do not have to move our equipment away from the roof/parapet edge. 2. We have modified our A-5 page to show that the height is I V-1" from the roof level. 3. Co -location was explored in this area by Sec 26-615 by screening and design of T -Mobile telecommunication facility. We have designed our equipment on this rooftop to blend in by screening the antennas and using an abandoned equipment platform located on the rooftop. There are other carriers on the rooftop that are not screened but this is essentially a Co -Location due to multiple carrier having their equipment on this rooftop. Paul Buono I Project Manager Infinigy 1490 W. 121 st Ave. Suite 101 Westminster, CO 80234 (856) 889-6236 - Mobile (303) 219-1178 - Office NEW SITE BUILD T -MOBILE SITE NAME: CLEAR CREEK DENVER 0 T -MOBILE SITE NUMBER: DN02362A Q ■ ■ ® ® ❑ SITE ADDRESS: 4251 KIPLING STREET - WHEAT RIDGE, CO 80033 SITE TYPE: ROOFTOP � c7s SITE INFORMATION AREA MAP PROJECT DESCRIPTION DRAWING INDEX APPLICANT: T -MOBILE PROPOSES TO INSTALL A NEW UNMANNED TELECOMMUNICATION T—MOBILE391 N zs 303 FACILITY: SHEET NO: SHEET TITLE REV 18400 E 22ND AVE. m AURORA, CO 80216 O _ B7 o INSTALL (6) NEW PANEL ANTENNAS 1 CONTACT: ~� O -' �`-- INSTALL (6) NEW RRH'S v ;• Dil� 48 Ave -Th' -� — o m io INSTALL (1) NEW HYBRID JUNCTION BOX WITH (12) NEW 2 JOHN WABISZCZEWICZ o s r (303) 313-6930 > HYBRID JUMPERS 1135 O - to � C. c � Oo 2 p m ra w • INSTALL NEW STEEL EQUIPMENT PLATFORM WITH - PROPERTY OWNER: W 45th Ave m _ 0 C9 0 o LU ASSOCIATED EQUIPMENT ON ROOFTOP LS2 . LAND SURVEY 2 GOLDEN LAKE LLCm LS3 LAJK SURVk 2 789 SHERMAN STREET #430 58 Prospect Park} g1 Z IL 58 INSTALL (3) NEW SCREEN WALLS DENVER, CO 80203`' tjf A- 2 ROOF 2 CONTACT:Lakeor S�j� N A- P 2 TBD 391 2 LATITUDE (NAD83): o Wheat Ridge �n � 2 39' 46' 33.81" N W m �S A-6 ANTENNA 2 39.77606' N c R Or. 0 A717 RF SCHEDULE 2 LONGITUDE NAD83): W 38th PI ) S o o THESE PLANS HAVE BEEN DEVELOPED FOR THE INSTALATION OF AN NEW ( th80 Z -�'_ r = UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY T -MOBILE A-8 EQUIPMENT AND MO 2 105' .11 37.51 W AveAvg Z IN ACCORDANCE WITH THE SCOPE OF WORK PROVIDED BY T -MOBILE. A-9 EQUIPMENT AND MOUNTING DETAILS 2 -105.11042' �� o INFINIGY HAS INCORPORATED THIS SCOPE OF WORK IN THE PLANS. THESE A-10 EQUIPMENT AND MOUNTING DETAILS 2 d; tPLANS ARE NOT FOR CONSTRUCTION UNLESS ACCOMPANIED BY A PASSING COUNTY: - o05 " STRUCTURAL STABILITY ANALYSIS PREPARED BY A LICENSED STRUCTURAL A-11 PLUMBING DIAGRAM 2 JEFFERSON o ' a N ENGINEER. STRUCTURAL ANALYSIS MUST INCLUDE BOTH STRUCTURE AND C m = : North He a) NORTH MOUNT. Sl GENERAL NOTES 1 ZONING JURISDICTION: LOCATION MAP APPLICABLE CODES SITE PLAN1 1 JEFFERSON COUNTY 1 } as ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALL IN APN: 'fit lO c ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING S ALP IGN 1 39-214-01-002 in CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. E EN W DESIGN 1 NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK S6 GAMMA SECTOR SCREEN WALL DESIGN 1 POWER COMPANY: m NOT CONFORMING TO THESE CODES. XCEL ENERGY �!• a `C�, (, S7 DESIGN 1 S (800) 895-4999 51 58 1. INTERNATIONAL BUILDING CODE S8 ANTENNA FRAME DESIGN 1 2. TIA-EIA-222-G-(05) S9 Q F,G L$ 1 TELCO PROVIDER: 3. NFPA 780 - LIGHTNING PROTECTION CODE S10 N LL5. Ggmplianee 1 4. 2017 NATIONAL ELECTRIC CODE OR LATEST EDITION TBD (D 5. ANY OTHER NATIONAL OR LOCAL APPUCA13LE CODES, S11 STEP OVER DETAILS 1 in' MOST RECENT EDITIONS ST D AILS1 T—MOBILE CM: 6. CO BUILDING CODE TBD Wheat Ridge 7. LOCAL BUILDING CODE 42nd Ave 8. CITY/COUNTY ORDINANCES PIANS Date B E-2 POWER RISER DIAGRAM 8 391. u� VI Or approval O plans speaflWmns B and potations a not a perm,t fo, or an approval of, any mtonon to any theVmfmis o[QUIPMEsNaroGROUNININIq M*Xity ordInanoes. AHmlb 2 pre RH QO (WaIrthbNTENNA GROUNDINGc*qLj* aq 2 OUNDING DETAILS , 2 W 41st Ave Know what's below. Cell before you dig. Lee,,. c0 www.canal t.com U m NORTH T -MOBILE WEST 18400 E LE AVE. AURORA, CO 80216 PLANS PREPARED BY: INFINIGY9 ENGINEERING, PLLC 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ENGINEERING LICENSE: NDO Ll 47849 • L) /� • `Ut'/OJNAL ElN•c'\\ DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV REVISED/ISSUED FOR CONSTRUCTION 05/20/19 ESO 2 REVISED/ISSUED FOR CONSTRUCTION 05/09/19 ESO 1 ISSUED FOR CONSTRUCTION 04/23/19 ESO 0 T -MOBILE SITE NAME. CLEAR CREEK DENVER T -MOBILE SITE #. DN02362A SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SHEET DESCRIPTION: TITLE SHEET & PROJECT DATA SHEETNUMBER: T-1 i k ELECTRICAL NOTES: WORK INCLUDED 1. INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, PLANT SERVICES AND ADMINISTRATIVE TASKS REQUIRED TO COMPLETE AND MAKE OPERABLE THE ELECTRICAL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A PREPARE AND SUBMIT SHOP DRAWINGS, DIAGRAMS AND ILLUSTRATIONS. B. PROCURE All NECESSARY PERMITS AND APPROVALS AND PAY ALL REQUIRED FEES AND CHARGES IN CONNECTION WITH THE WORK OF THIS CONTRACT. C. SUBMIT AS -BUILT DRAWINGS, OPERATING AND MAINTENANCE INSTRUCTIONS AND MANUALS. D. EXECUTE ALL CUTTING, DRILLING, ROUGH AND FINISH PATCHING OF EXISTING OR NEWLY INSTALLED CONSTRUCTION REQUIRED FOR THE WORK OF THIS CONTRACT. FOR SLAB PENETRATIONS THROUGH POST TENSION SLABS, X-RAY EXACT AREA OF PENETRATION PRIOR TO PERFORMING WORK. COORDINATE ALL X-RAY WORK WITH BUILDING ENGINEER. E. PROVIDE HANGERS, SUPPORTS, FOUNDATIONS, STRUCTURAL FRAMING SUPPORTS, AND BASES FOR CONDUIT AND EQUIPMENT PROVIDED OR INSTALLED UNDER THE WORK OF HIS CONTRACT. PROVIDE COUNTER FLASHING, SLEEVES AND SEALS FOR FLOOR AND WALL PENETRATIONS. F. MAINTAIN ALL EXISTING ELECTRICAL SERVICES IN THE BUILDING AREAS NOT AFFECTED BY THE ALTERATION DURING THE PROGRESS OF THE WORK INCLUDING PROVIDING ALL TEMPORARY JUMPERS, CONDUITS, CMS, PROTECTIVE DEVICES, CONNECTIONS AND EQUIPMENT REQUIRED. PROVIDE TEMPORARY UGHT AND POWER FOR CONSTRUCTION PURPOSES. 2. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO CALL FOR AN INSTALLATION THAT IS COMPLETE IN EVERY RESPECT. IT IS NOT THE INTENT TO GIVE EVERY DETAIL ON THE DRAWINGS AND IN THE SPECIFICATIONS. IF AN ITEM OF WORK IS INDICATED IN THE DRAWINGS, IT IS CONSIDERED SUFFICIENT FOR INCLUSION IN THE CONTRACT. FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT USUALLY FURNISHED OR NEEDED TO MAKE A COMPLETE INSTALLATION WHETHER OR NOT SPECIFICALLY MENTIONED IN THE CONTRACT DOCUMENTS. GENERAL REQUIREMENTS 1. PROVIDE All WORK IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) AND LOCAL AND STATE ELECTRICAL CODES. 2. THE ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY. REFER TO THE ARCHITECTURAL PLANS FOR THE EXACT DIMENSIONS OF THE BUILDING. 3. LOAD CALCULATIONS ARE BASED ON EXISTING BUILDING INFORMATION/DRAWINGS PROVIDED TO ENGINEERING. CONTRACTOR IS TO VERIFY ALL EXISTING RATINGS AND LOADS PRIOR TO PURCHASING OF SPECIFIED EQUIPMENT FOR COMPUMCE TO NEC. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND REQUEST FURTHER DIRECTION BY ENGINEER, 4. EXISTING BUILDING EQUIPMENT IS NOTED ON THE DRAWINGS. NEW OR RELOCATED EQUIPMENT IS SHOWN WITH SOLID LINES. FUTURE EQUIPMENT (NOT IN THIS CONTRACT) IS DEPICTED WITH SHADED LINES. REQUEST CLARIFICATION OF DRAWINGS OR OF SPECIFICATIONS PRIOR TO PRICING OR INSTALLATION. 5. GENERAL A. AFTER CAREFULLY STUDYING THE DRAWINGS AND SPECIFICATIONS, AND BEFORE SUBMITTING THE PROPOSAL, MAKE A MANDATORY SITE VISIT TO ASCERTAIN CONDITIONS OF THE SITE, AND THE NATURE AND EXACT QUANTITY OF WORK TO BE PERFORMED, NO EXTRA COMPENSATION WILL BE ALLOWED FOR FAILURE TO NOTIFY THE OWNER, IN WRITING, OF ANY DISCREPANCIES THAT MAY HAVE BEEN NOTED BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS AND SPECIFICATIONS. B. VERIFY ALL MEASUREMENTS AT THE SITE AND BE RESPONSIBLE FOR CORRECTNESS OF SAME. 6. QUALITY, WORKMANSHIP, MATERIALS AND SAFETY A. PROVIDE NEW MATERIALS AND EQUIPMENT OF A DOMESTIC MANUFACTURER BY THOSE REGULARLY ENGAGED IN THE PRODUCTION AND MANUFACTURE OF SPECIFIED MATERIALS AND EQUIPMENT. WHERE UL, OR OTHER AGENCY, HAS ESTABLISHED STANDARDS FOR MATERIALS, PROVIDE MATERIALS WHICH ARE LISTED AND LABELED ACCORDINGLY. THE COMMERCIALLY STANDARD ITEMS OF EQUIPMENT AND THE SPECIFIC NAMES MENTIONED HEREIN ARE INTENDED FOR THE PROPER FUNCTIONING OF THE WORK. B. WORK SHALL BE PERFORMED BY WORKMEN SKILLED IN THE TRADE REQUIRED FOR THE WORK. INSTALL MATERIALS AND EQUIPMENT TO PRESENT A NEAT APPEARANCE WHEN COMPLETED AND IN ACCORDANCE WITH THE APPROVED RECOMMENDATIONS OF THE MANUFACTURER AND IN ACCORDANCE WITH CONTRACT DOCUMENTS. C. PROVIDE LABOR, MATERIALS, APPARATUS AND APPLIANCES ESSENTIAL TO THE FUNCTIONING OF THE SYSTEMS DESCRIBED OR INDICATED HEREIN, OR WHICH MAY BE REASONABLY IMPLIED AS ESSENTIAL WHENEVER MENTIONED IN THE CONTRACT DOCUMENT OR NOT. D. MAKE WRITTEN REQUESTS FOR SUPPLEMENTARY INSTRUCTIONS TO ARCHITECT/ENGINEER IN CASE OF DOUBT AS TO WORK INTENDED OR IN EVENT OF NEED FOR EXPLANATION THEREOF. E. PERFORMANCE AND MATERIAL REQUIREMENTS SCHEDULED OR SPECIFIED ARE MINIMUM STANDARD ACCEPTABLE. THE RIGHT TO JUDGE THE QUAUTY OF EQUIPMENT THAT DEVIATES FROM THE CONTRACT DOCUMENT REMAINS SOLELY WITH ARCHITECT/ENGINEER. CONTRACT DOCUMENT OR NOT. GUARANTEE 1. GUARANTEE MATERIALS, PARTS AND LABOR FOR WORK FOR ONE YEAR FROM THE DATE OF ISSUANCE OF OCCUPANCY PERMIT. DURING THAT PERIOD, MAKE GOOD FAULTS OR IMPERFECTIONS THAT MAY ARISE DUE TO DEFECTS OR OMISSIONS IN MATERIALS OR WORKMANSHIP WITH NO ADDITIONAL COMPENSATION AND AS DIRECTED BY ARCHITECT. CLEANING 1. REMOVE ALL CONSTRUCTION DEBRIS RESULTING FROM THE WORK. 2. CLEAN EQUIPMENT AND SYSTEMS FOLLOWING THE COMPLETION OF THE PROJECT TO THE SATISFACTION OF THE ENGINEER. COORDINATION AND SUPERVISION 1. CAREFULLY LAY OUT ALL WORK IN ADVANCE TO AVOID UNNECESSARY CUTTING, CHANNELING, CHASING OR DRILLING OF FLOORS, WALLS, PARTITIONS, CEIUNGS OR OTHER SURFACES. WHERE SUCH WORK IS NECESSARY, HOWEVER, PATCH AND REPAIR THE WORK IN AN APPROVED MANNER BY SKILLED MECHANICS AT NO ADDITIONAL COST TO THE OWNER. RENDER FULL COOPERATION TO OTHER TRADES WHERE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO WORK OF OTHER TRADES. ASSIST IN WORKING OUT SPACE CONDITIONS. IF WORK IS INSTALLED BEFORE COORDINATION WITH OTHER TRADES, OR CAUSES INTERFERENCE, MAKE CHANGES NECESSARY TO CORRECT CONDITIONS WITHOUT EXTRA CHARGE. SUBMITTALS 1. AS -BUILT DRAWINGS: A. UPON COMPLETION OF THE WORK, FURNISH TO THE OWNER 'AS -BUILT" DRAWINGS. 2. SERVICE MANUALS: A. UPON COMPLETION OF THE WORK, FULLY INSTRUCT T -MOBILE AS TO THE OPERATION AND MAINTENANCE OF ALL MATERIAL, EQUIPMENT AND SYSTEMS. B. PROVIDE 3 COMPLETE BOUND SETS OF INSTRUCTIONS FOR OPERATING AND MAINTAINING ALL SYSTEMS AND EQUIPMENT. CUTTING AND PATCHING 1. PROVIDE ALL CUTTING, DRIWNG, ROUGH AND FINISH PATCHING REQUIRED TO COMPLETE THE WORK. 2. OBTAIN OWNER APPROVAL PRIOR TO CUTTING THROUGH FLOORS OR WALLS FOR PIPING OR CONDUIT. TESTS, INSPECTION AND APPROVAL 1. BEFORE ENERGIZING ANY ELECTRICAL INSTALLATION, INSPECT EACH UNIT IN DETAIL TIGHTEN ALL BOLTS AND CONNECTIONS (TORQUE -TIGHTEN WHERE REQUIRED) AND DETERMINE THAT ALL COMPONENTS ARE ALIGNED, AND THE EQUIPMENT IS IN SAFE, OPERATIONAL CONDITION. 2. PROVIDE THE COMPLETE ELECTRICAL SYSTEM FREE OF GROUND FAULTS AND SHORT CIRCUITS SUCH THAT THE SYSTEM WILL OPERATE SATISFACTORILY UNDER FULL LOAD CONDITIONS, WITHOUT EXCESSNE HEATING AT ANY POINT IN THE SYSTEM. SPECIAL REQUIREMENTS 1. DO NOT LEAVE ANY WORK INCOMPLETE NOR ANY HAZARDOUS SITUATIONS CREATED WHICH WILL AFFECT THE LIFE OR SAFETY OF THE PUBUC AND/OR BUILDING OCCUPANTS. DO NOT INTERFERE WITH OR CUTOFF ANY OF THE EXISTING SERVICES WITHOUT THE OWNER'S WRITTEN PERMISSION. 2. WHEN NECESSARY TO TEMPORARILY DISCONNECT ANY EXISTING BUILDING UTILITIES AND SERVICE SYSTEMS, INCLUDING FEEDER OR BRANCH CIRCUITING SUPPLYING EXISTING FACILITIES, CONFER WITH THE OWNER AND ARRANGE THE PERIOD OF INTERRUPTION FOR A TIME MUTUALLY AGREED UPON. SHUTDOWN NOTE: SCHEDULE AND NOTIFY OWNER 48 HOURS PRIOR TO SHUTDOWN. ALL SHUTDOWN WORK TO BE SCHEDULED AT A TIME CONVENIENT TO OWNER. GROUNDING 1. ROUTE ALL GROUNDING CONDUCTORS AS SHOWN ON CONDUIT/GROUNDING RISER. 2. ROUTE 500 KCMIL CU. THHN CONDUCTOR FROM THE MGB LOCATION TO BUILDING STEEL. VERIFY BUILDING STEEL IS EFFECTIVELY GROUNDED PER NEC TO THE MAIN SERVICE GROUNDING ELECTRODE CONDUCTOR (GEC). 3. MAKE ALL GROUND CONNECTIONS FROM MGB TO ELECTRICAL EQUIPMENT WITH 2 HOLE, CRIMP TYPE, BURNDY COMPRESSION TERMINATIONS, SIZED AS REQUIRED. 4. USE 1 HOLE, CRIMP TYPE, BURNDY COMPRESSIONS TERMINATIONS, SIZED AS REQUIRED, AT EQUIPMENT GROUND CONNECTIONS. 5. HIRE AN INDEPENDENT LAB TO PERFORM THE SPECIFIED OHMS TESTING. PROVIDE 4 SETS OF THE CERTIFIED DOCUMENTS TO THE OWNER FOR VERIFICATION PRIOR TO THE PROJECT COMPLETION. RACEWAYS 1. ALL WIRING TO BE INSTALLED IN CONDUIT SYSTEMS IN ACCORDANCE WITH THE FOLLOWING: A. EXTERIOR FEEDERS AND CONTROL, WHERE UNDERGROUND, TO BE IN SCH 40 PVC. B. EXTERIOR, ABOVE GROUND POWER CONDUITS TO BE GALVANIZED RIGID STEEL (RGS). C. ALL TELECOMMUNICATION CONDUITS, INTERIOR/EXTERIOR, TO BE EMT. ON THIS PROJECT, E. ALL TELECOM CONDUITS AND PULL BOXES INSTALLED ON THIS PROJECT TO BE LABELED 'T -MOBILE'. OWNER WILL PROVIDE LABELS FOR CONTRACTOR TO INSTALL F. INTERIOR FEEDERS TO BE INSTALLED IN E.M.T. WITH STEEL COMPRESSION FITTINGS. G. MINIMUM SIZE CONDUIT TO BE�4 TRADE SIZE UNLESS OTHERWISE INDICATED ON THE DRAWINGS. H. FINAL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT TO BE INSTALLED IN UQUID-TIGHT FLEXIBLE METAL CONDUIT. AREAS OR DRYWALL PARTITIONS, UNLESS OTHERWISE NOTED. J. THE ROUTING OF CONDUITS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. BEFORE INSTALLING ANY WORK, EXAMINE THE WORKING LAYOUTS AND SHOP DRAWINGS OF THE OTHER TRADES TO DETERMINE THE EXACT LOCATIONS AND CLEARANCES. K. All. EXTERIOR MOUNTING HARDWARE TO BE GALVANIZED STEEL. COORDINATE WITH BUILDING ENGINEER PRIOR TO ATTACHING TO BUILDING STRUCTURE. RACEWAYS CONT'D L. PENETRATIONS OF WALLS, FLOORS AND ROOFS, FOR THE PASSAGE OF ELECTRICAL RACEWAYS, TO BE PROPERLY SEALED AFTER INSTALLATION OF RACEWAYS SO AS TO MAINTAIN THE STRUCTURAL OR WATERPROOF INTEGRITY OF THE WALL, FLOOR OR ROOF SYSTEM TO BE PENETRATED. SEAL ALL CONDUIT PENETRATIONS THROUGH FIRE OR SMOKE RATED WALLS, CEILINGS OR SMOKE TIGHT CORRIDOR PARTITIONS TO MAINTAIN PROPER RATING OF WALL OR CEILING. M. PROVIDE ALL CONDUIT ENDS WITH INSULATED METALLIC GROUNDING BUSHINGS. N. CONDUIT TO BE SUPPORTED AT MAXIMUM DISTANCE OF 8'-0', OR AS REQUIRED BY NEC, IN HORIZONTAL AND VERTICAL DIRECTIONS. 0. PROVIDE STAINLESS STEEL BLANK COVER PLATES FOR ALL JUNCTION BOXES AND/OR OUTLET BOXES NOT USED IN EXPOSED AREAS. PROVIDE ALL OTHER UNUSED BOXES WITH STANDARD STEEL COVER PLATES. P. WHERE APPLICABLE, PROVIDE ROOFTOP CONDUIT SUPPORT SYSTEM, CONFORMING TO ROOFTOP WARRANTY REQUIREMENTS, PER BUILDING. WIRES AND CABLES 1. CONTRACTOR TO COORDINATE WITH EQUIPMENT SUPPUER AND VENDOR FOR EXACT EQUIPMENT OVER -CURRENT PROTECTION VOLTAGE, WIRE SIZE AND PLUG CONFIGURATION, IF APPUCABLE, PRIOR TO BID. 2. ALL EQUIPMENT/DEVICES TO BE PROVIDED WITH INSULATED GROUND CONDUCTOR. 3. ALL WIRE AND CABLE TO BE 60OVOLT, COPPER, WITH THWN/ THHN INSULATION, EXCEPT AS NOTED. 4. WIRE FOR POWER AND UGHTING WILL NOT BE LESS THAN NO. 12AWG. ALL WIRE N0. 8 AND LARGER TO BE STRANDED. 5. CONTROL WIRING IS NOT TO BE LESS THAN NO. 14AWG, FLEXIBLE IN SINGLE CONDUCTORS OR MULTI -CONDUCTOR CABLES. CONTROL WIRING WILL CONSIST OF MULTI -CONDUCTOR CABLES WHEREVER POSSIBLE. CABLES TO BE PROVIDED WITH AN OVERALL FLAME-RETARDANT, EXTRUDED JACKET AND RATED FOR PLENUM USE. ALL CONTROL WIRE TO BE 600VOLT RATLD. 6. WIRE PREVIOUSLY PULLED INTO CONDUIT IS CONSIDERED USED AND IS NOT TO BE RE -PULLED. 7. HOME RUNS AND BRANCH CIRCUIT WIRING FOR 20A, 120V CIRCUITS: LENGTH (Fl. I HOME RUN WIRE SIZE 0 TO 50 NO. 12 51 TO 100 NO. 10 101 TO 150 N0, 8 8. VOLTAGE DROP IS NOT TO EXCEED 3%. 9. MAKE ALL CONNECTIONS WITH UL APPROVED, SOLDERLESS, PRESSURE TYPE INSULATED CONNECTORS: SCOTCHLOK OR AND APPROVED EQUAL. WIRING DEVICES 1. ALL RECEPTACLES INSTALLED IN THIS PROJECT TO BE GROUNDING TYPE, WITH GROUNDING PIN SLOT CONNECTED TO DEVICE GROUND SCREW FOR GROUND WIRE CONNECTION. DISCONNECT SWITCHES AND FUSES 1. DISCONNECT SWITCHES TO BE VOLTAGE -RATED TO SUIT THE CHARACTERISTICS OF THE SYSTEM FROM WHICH THEY ARE SUPPLIED. 2. PROVIDE HEAVY-DUTY, METAL -ENCLOSED, EXTERNALLY -OPERATED DISCONNECT SWITCHES, FUSED OR UNFUSED, OF SUCH TYPE AND SIZE AS REQUIRED TO PROPERLY PROTECT OR DISCONNECT THE LOAD FOR WHICH THEY ARE INTENDED. 3. PROVIDE NEMA 1 DISCONNECT SWITCHES FOR INTERIOR INSTALLATION, NEMA 3R FOR EXTERIOR INSTALLATION. 4. DISCONNECT SWITCHES TO BE MANUFACTURED BY: A GENERAL ELECTRIC COMPANY B. SQUARE -D 5. PROVIDE RK -1 TYPE FUSES, UNLESS NOTED OTHERWISE. INSTALLATION 1. INSTALL DISCONNECT SWITCHES WHERE INDICATED ON DRAWINGS. 2. INSTALL FUSES IN FUSIBLE DISCONNECT SWITCHES. FUSES MUST MATCH IN TYPE AND RATING. 3, FUSES TO BE MOUNTED SO THAT THE LABELS SHOWING THEIR RATINGS CAN BE READ WITHOUT REQUIRING FUSE REMOVAL. 4. FURNISH AND DEPOSIT SPARE FUSES AT THE JOB SITE AS FOLLOWS: A THREE SPARES FOR EACH TYPE AND SIZE, IN EXCESS OF 60A, USED FOR INITIAL FUSING. B. TEN PERCENT SPARES FOR EACH TYPE AND SIZE, UP TO AND INCLUDING 60A, USED FOR INITIAL FUSING. IN NO CASE WILL LESS THAN THREE FUSES OF ONE PARTICULAR TYPE AND SIZE BE FURNISHED. CONFLICTS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONS OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. 2. THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING CONCERNING SUCH BIDDER MIGHT HAVE FULLY INFORMED THEMSELVES PRIOR TO THE BIDDING. 3. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO BE PERFORMED IN THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS GOVERNING THE WORK. CONTRACTS AND WARRANTIES INSURANCE AND BONDS 1. CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT 1. CONTRACTOR, AT THEIR OWN EXPENSE, SHALL CARRY AND OF CONTRACTOR LICENSES AND BONDS. MAINTAIN, FOR THE DURATION OF THE PROJECT, ALL 2. SEE MASTER CONTRACTION SERVICES AGREEMENT FOR INSURANCE, AS REQUIRED AND LISTED, AND SHALL NOT ADDITIONAL DETAILS. COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN 0 ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGES STORAGE TO THE OWNER, REFER TO THE MASTER AGREEMENT FOR 1. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION REQUIRED INSURANCE LIMITS. AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE 2. THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON FLOW OF OTHER WORK. ANY STORAGE METHOD MUST MEET ALL ALL POLICIES. RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER. 3. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE. CLEANUP 1. THE CONTRACTORS SHALL., AT ALL TIMES, KEEP THE SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK AND AT THE COMPLETION OF THE WORK. THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE BUILDING AREA, INCLUDING ALL THEIR TOOLS, SCAFFOLDING AND SURPLUS MATERIALS AND SHALL LEAVE THEIR WORK CLEAN AND READY TO USE. 2. EXTERIOR A VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER. B. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. C. IF NECESSARY, TO ACHIEVE A UNIFORM DEGREE OF CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE STRUCTURE. 3. INTERIOR A VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER FROM WALLS, FLOOR, AND CEILING. B. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. C. REMOVE PAINT DROPPINGS, SPOTS, STAINS, AND DIRT FROM FINISHED SURFACES. CHANGE ORDER PROCEDURE: 1. REFER TO SECTION 17 OF SIGNED MCSA: SEE PROFESSIONAL SERVICE AGREEMENT FOR MCSA. RELATED DOCUMENTS AND COORDINATION 1. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INTERRELATED. IN PERFORMANCE OF THE WORK, THE CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL COORDINATION TO BE THE RESPONSIBILITY OF THE CONTRACTOR. SHOP DRAWINGS 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND LISTED IN THESE SPECIFICATIONS TO THE OWNER FOR APPROVAL. 2. ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER. PRODUCTS AND SUBSTITUTIONS 1. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST, IDENTIFY THE PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. 2. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS AND MATERIALS BEING INSTALLED. THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE OWNER, SUBMIT ACTUAL SAMPLES TO THE OWNER FOR APPROVAL IN UEU OF CUT SHEETS. QUALITY ASSURANCE 1. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. THESE SHALL INCLUDE, BUT NOT BE UMITED TO THE APPLICABLE CODES SET FORTH BY THE LOCAL GOVERNING BODY. SEE 'CODE COMPLIANCE' T-1. ADMINISTRATION 1. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WILL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THIS PROJECT. THIS PROJECT MANAGER WILL DEVELOP A MASTER SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK. 2. SUBMIT A BAR TYPE PROGRESS CHART, NOT MORE THAN 3 DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK ON THE SCHEDULE, INDICATING A TIME BAR FOR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED AT THE SITE, PROPERLY SEQUENCED AND COORDINATED WITH OTHER ELEMENTS OF WORK AND SHOWING COMPLETION OF THE WORK SUFFICIENTLY IN ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAL COMPLETION OF THE WORK, 3. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL SCHEDULE AN ON-SITE MEETING WITH ALL MAJOR PARTIES. THIS WOULD INCLUDE, BUT NOT LIMITED TO, THE OWNER, PROJECT MANAGER, CONTRACTOR, LAND OWNER REPRESENTATIVE, LOCAL TELEPHONE COMPANY, TOWER ERECTION FOREMAN (IF SUBCONTRACTED). 4. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF CONSTANT COMMUNICATIONS, SUCH AS A MOBILE PHONE OR A BEEPER. THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE OWNER, NOR WILL WIRELESS SERVICE BE ARRANGED. S. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES. CONTRACTOR WILL COMPLY WITH ALL WPCS SAFETY REQUIREMENTS IN THEIR AGREEMENT. 6. PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE OWNER. 7. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. 8. NOTIFY THE OWNER/PROJECT MANAGER IN WRITING NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, TOWER ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS. GENERAL NOTES: INTENT 1. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH. 3. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. 4. THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. CONTRACTOR SHALL VERIFY ALL MEANS, METHODS, AND MATERIALS NEEDED PRIOR TO ANY CONSTRUCTION. 5. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS PART OF THE WORK. NO CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BE MADE OR PERMITTED BY THE OWNER WITHOUT ISSUING A CHANGE ORDER. PLANS PREPARED FOR. T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 PLANS PREPARED BY INFINIGY9 ENGINEERING, PLLC 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ENGINEERING jU .� •) l� 1 :Fr 7849 m• .s s• DRAWING NOTICE. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS. DESCRIPTION DATE BY REV REVSED/ISSUED FOR CONSTRUCTION 05/20/19 E50 2 REVSED/ISSUED FOR CONSTRUCTION 05/09/19 ESO I ISSUED FOR CONSTRUCTION 04/23/19 ESQ 0 T -MOBILE SITE NAME. CLEAR CREEK DENVER T -MOBILE SITE # DN02362A r SITE ADDRESS: 4251 KIPLING WHEAT RIDG& SHEET DESCRIPTION. T-MUBILTOt,b SPECIFICA.T,IONS a8B SHEET NUMBER - SP 1 ABBREVIATIONS ADJ ADJUSTABLE AGL ABOVE GROUND LINE h AND APPROX APPROXIMATE 0 AT BTS BASE TRANSMISSION STATION CAB CABINET CLG CEILING CONC CONCRETE CONT CONTINUOUS DIA OR 0 DIAMETER DWG DRAWING EA EACH ELEC ELECTRICAL ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT EGB EQUIPMENT GROUND BAR (E) EXISTING EXT EXTERIOR FF FINISHED FLOOR GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND LG LONG MAX MAXIMUM MECH MECHANICAL MW MICROWAVE DISH MFR MANUFACTURER MGB MASTER GROUND BAR MIN MINIMUM MTL METAL (N) NEW NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OPP OPPOSITE (P) PROPOSED PCS PERSONAL COMMUNICATION SYSTEM PPC POWER PROTECTION CABINET SF SQUARE FOOT BHT SHEET SIM SIMILAR SS STAINLESS STEEL STL STEEL TOC TOP OF CONCRETE TOM TOP OF MASONRY TYP TYPICAL VIF VERIFY IN FIELD LION UNLESS OTHERWISE NOTED WWF WELDED WIRE FABRIC W/ WITH PLANS PREPARED FOR. T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 PLANS PREPARED BY INFINIGY9 ENGINEERING, PLLC 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ENGINEERING jU .� •) l� 1 :Fr 7849 m• .s s• DRAWING NOTICE. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS. DESCRIPTION DATE BY REV REVSED/ISSUED FOR CONSTRUCTION 05/20/19 E50 2 REVSED/ISSUED FOR CONSTRUCTION 05/09/19 ESO I ISSUED FOR CONSTRUCTION 04/23/19 ESQ 0 T -MOBILE SITE NAME. CLEAR CREEK DENVER T -MOBILE SITE # DN02362A r SITE ADDRESS: 4251 KIPLING WHEAT RIDG& SHEET DESCRIPTION. T-MUBILTOt,b SPECIFICA.T,IONS a8B SHEET NUMBER - SP 1 TOPOGRAPHIC SURVEY T -MOBILE SITE DN02362-OFFICE BUILDING AT 4251 CLEAR CREEK SITUATED IN THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. COUNTY OF JEFFERSON, STATE OF COLORADO BOUNDARY SURVEYOR'S CERTIFICATE DETAIL I hereby certify to: Infinigy. LLC, that on June 13, 2018, 8atopographic survey was conducted under my supervision using the normal standard of core of Professional Land Surveyors and the map hereon accurately represents said survey, to the best of my knowledge. This drawing does not represent a Land Survey, Land Survey Plat, Improvement Land Survey Plat or Improvement Location Certificate and any monuments or boundary lines shown are for information only and are not to be relied on. This survey relied upon a Report of Title by U.S. Title Solutions File No. 60570-CO1806-5036 for legal descriptions and easements. This survey does not constitute a title j®rch�Dy Land Surveying, Inc. of the property shown and tlescribetl hereon fo determine: 1. Ownership of this tract ofland.2. Rights-of-way, easements and %ed affecting this froct of land.3. Compatibility of this descriptio nd. ��` ` •e RT �w•�`'� �� Job No. 1606-032 OV•� �� • For and on behalf of • : • Q +� Daley Land Surveying, Inc. �r�1 • N 2 8/20/18 Title/Easement AV 17011 Lincoln Ave., 1361 Porker CO. 80134 303 953 9841 Robert Daley, PLS 35597 SURVEYOR'S NOTES: BASIS OF BEARINGS: The bearings shown on this su reced to the li a Southeast Quarter of Section 21, Township 3 South, Range 69 West of the 6th P.M., assumed to be 4.M4F14t•w , t 30.32 feet (South 00'0431" East, a distance of 2630.27 feet per the plat of Kipling Ventures Subdivision `ecor n No. 82012023), monumented as shown hereon. COORDINATE SYSTEM AND DATUM; L Horizontal coordinates are re/erenced to NAD atum is NAVD88 and originates from the local C.O.R.S. network, utilizing the Geoidl2A model. UTILITIES: utilities tilities which are readily visible upon the ground, such as manholes, power and light poles, inlets, etc. were located by field surveys and shown hereon. Sub -surface utilities, if shown, are the result of field surveys of utility location marks provided by others. FLOOD ZONE: Zone A. Base Flood Elevations determined per FEMA Flood Insurance Rate Map 08059CO213F, Panel 213 of 675, Mop Revision dote of February 5, 2014. NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. LEGAL DESCRIPTION PARENT TRACT: Report of Title by U.S. Title Solutions File No. 60570-CO1806-5036 dated August 13, 2018. Lot 3, Kipling Ventures Subdivision recorded of Reception No. 2015123989 in the Office of the Clerk and Recorder of Jefferson County, Colorado, ITEMS LISTED W REPORT OF TITLE US TITLE SOLUTIONS FILE NO. 58294-CO1709-5034 REFERENCE NO. ON01665: 1. Taxes, to, liens, tax sales, water rates, sewer and assessments set forth in schedule herein. Not survey related 2. Mortgages returned herein. (-1-). See Separate Mortgage Schedule. Not survey related 3. Any state of facts which an accurate survey might show or survey exceptions set forth herein. Shown hereon, if any 4. Rights of tenants or person in possession. Not survey related (Judgments, Liens and UCC) 5 None within period searched (Covenants/Restrictions) 6 None within period searched (Easements and Rights of Way) 7 None within period searched (Other Fled Documents) 8 Kipling Ventures Subdivision recorded 2/20/1982 in book 67 page 42. Shown hereon 9 Memorandum Of Agreement between New Clear Creek LLC, a Colorado limited liability company and Nextel West Corp., a Delaware corporation dated 70/14/2000 recorded 10/23/2000 in Instrument No. F7733316. Notes: Corrected Memorandum Of Agreement, Document No. F1267026, attached. Roof Lease area, some facilities are depicted hereon 70 Statement of Authority between New Clear Creek LLC dated 9/25/2014 recorded 9/26/2014 in Instrument No. 2014081195. Not survey related 11 Statement of Authority between New Clear Creek LLC, a Colorado limited liability company doted 7/31/2015 recorded 8/4/2015 in Instrument No. 2015081655. Not survey related FND 1" YELLOW PLASTIC CAP ILLEGIBLE END 14 - DENVER NORTHEAST CORNER SECTION 21, T35., R.69W. I I LOT 4 KELLY SUBDIVISION FILING NO. RECEPTION NO. 32012033 4305X STREET PARCEL ID. 39-21 1-1 1-035 OWNER: KANIOS I I 9615 GRANDVIEW AVE ARVADA CO 30002 I I EAST QUARTER CORNER - - - - - _ SECTIONFND 13}"3ALUM CAP -� -- _--'� PLS 13212 IN RANGE BOX FND I}' ALUM1 CAP PLS 7735 - - W 43RD AVENUE 150' R.O.W.1 _ FND i" BRASS 49'58'52"E 129.90' (A PAVED AND PUBLIC ROAD) TAC ILLECIBLE� 589'58 52"E 286 00' 4738W 132.61' 20' FIRE LANE N6 ..-�... �... �... O EASEMENT J2. �.. ��� �\ �-4IS FND 1" YELLOW 1 CLE45, O'fEK ��..,� .\ PfA511C CAP PLS 1802 i FND 14 REBAR 54.84' \ \ \ FND (5 N11:11 411V RES4R � I I I I END /13 REBAR l 0 50' 100' V SOUTHEAST CORNER SCALE: t" 50' SECTION 21, T.35., R,69W. FND 3}" ALUM CAP ILLEGIBLE IN RANGE BOX Wheat R _-__-__-----r/-t/_-------- ----------------- -----------� 5895852E PROJECT INFORMATION: SITE NAME: DN02362-OFFICE BUILDING AT 4251 CLEAR CREEK - DENVER SITE ADDRESS: 4251KIPUNGSTREET 20' UIIUTY ANO.Y I/ I / `hw �� 2 8/20/18 Title/Easement AV 45.00' DRAINAGE EASEMENT Y / 1490 W 121st Ave., Ste. 101 LOT 4 T -MOBILE SITE: DN02362 LOT 3 l ,� f' �-, Westminster, C080030 (303) 219-1178 KIPUNG VENTURES SUBDIVISION I I XIPLING VENTURES SUBDIVISION / �, RECEPTION No. 32012033 4296 K/PUNG STREET RECEPTION NO. 82(X2033 4251 KIPLING STREET I / I FLOOD ( ZONE AE I / I �I PARCEL ID: 39-214-01-001 OWNER: ALN430 CAPITAL LLLC PARCEL 10: 39-214-01-002 / / 1 FNO 1}' ALUM 2206 ZINNIA STREET GIP PLS 7735 OWNER: GOLDEN LAKE LLC CPP INVESTMENTS 1 LLC / 55.37 GOLDEN, CO 80401 CFS INVESTMENTS LLC / / \ \ I S89'58'52"E 789 SHERM4N STREET 4430 / S00'04'31'W I o h n DENVER, CO 30203 20' DRNNAGE AND l / \ \ � OVERFLOW EASEMENT \ / . ,, 55.00" I o o `v FND 11" ALUM FND 3" BRASS CAP PLS 7735TAG ILLEGIBLE N89'32'05"E 165.00' (R) I � W m -7-. _ \ \ N89'32'05 "E 165.34' I I Z ZFLOODWAY ZONE AEJ// LINE / G /CAP \\ \ \ z I N O 2D' EOLSS-R-,, BICYCLE PND PEDESTRIAN EASEMEff1 / PLS2ALUM 7612 a -+ I o \ \ \�\ ni r_ o FND 1}" ALUM CAP ILLEGIBLE OOp' - Fi a m m ^N i2 \ \ N A o ow n u N84' 56812 RID- YELLOW PL4517C CAP PLS 1802 �\ 4738W 132.61' 20' FIRE LANE N6 ..-�... �... �... O EASEMENT J2. �.. ��� �\ �-4IS FND 1" YELLOW 1 CLE45, O'fEK ��..,� .\ PfA511C CAP PLS 1802 i FND 14 REBAR 54.84' \ \ \ FND (5 N11:11 411V RES4R � I I I I END /13 REBAR l 0 50' 100' V SOUTHEAST CORNER SCALE: t" 50' SECTION 21, T.35., R,69W. FND 3}" ALUM CAP ILLEGIBLE IN RANGE BOX Wheat R INFINIGY .'_s^' �--- —.�� ���Y � Rev: Date: Description: By: PROJECT INFORMATION: SITE NAME: DN02362-OFFICE BUILDING AT 4251 CLEAR CREEK - DENVER SITE ADDRESS: 4251KIPUNGSTREET LAND SURVEY Sheet Number 1 8/20/18 Survey AV — THE SOLUTIONS ARE ENDLESS 2 8/20/18 Title/Easement AV 8URvEYIN&, TVP. g WHEAT RIDGE, COLORADO 80033 1490 W 121st Ave., Ste. 101 17011 LlNCOLNAVBAc9Bl T -MOBILE SITE: DN02362 Westminster, C080030 (303) 219-1178 PAl2]iER, C0311234 — `—` —T' —� 1 DRAWN BY: CHK BY: I APV BY: LS1 WWW.INFINIGY.COM AV I RD I RD TOPOGRAPHIC SURVEY T -MOBILE SITE DN02362-OFFICE BUILDING AT 4251 CLEAR CREEK - DENVER SITUATED IN THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. COUNTY OF JEFFERSON, STATE OF COLORADO . DRIVEWAY CONCRETE PAN ASPHALT SITE CUT DETAIL ( PROPERTY LINE J I / FLOOD ZONE AE \` n CONCRETE CURB / AND GUTTER ASPHALT (/ / / 1 / � 1 / \ \ ASPHALT \ 1 / l FLOODWAY LINE J GRASS / ASPHALT \ ASPHALT 118 RAE 00NG GRASS AND 1 \ Pi OPERT LINE T CLEAR CREEK JW. 43RD AVENUE (50' R.O.W.) / (A PAVED AND PUBLIC ROAD) — — — — I TRASH DUMPSTER PROPERTY LINE _ ROOF SCREEN BOX O PARAPET y m 7 ROOF LINE EQUIPMENT Y m o I FO F� I AC UNIT g L • • I FOTO- FO -FO - FO - FO -FO - -FO -F l Fg AIR DUCTS ANTENNA ANT EN EN7 14" WIDE PAVERS (TYPICAL) LANDSCAPING LANDSCAPING METAL O BRIDGE SATELLITE DISH 0 TOP OF ANTENNA TOP ROOF DECK ELEVATION DRAINAGE CHANNEL �\z GAS LINE AND METER PROPERTY LINE O M IN 6 ET `24" WIDE CABLE O TRAY (TYPICAL) NO ANTENNA ABOVE ROOF FIBER OPTIC LINE (TYPICAL) ROOF INLET • • DRAIN (TYPICAL) �• 0 • AC UNIT 6" BEAM OVER METAL BUILDING • ROOF VENT GRASS I ROOF PARAPET —ROOF LINE o 0 m ��DD{{{{ 7 �` 8" CONCRETE WALL' I ANTENNA PIPE (TYPICAL) / m O R EQUIPMENT \ GRASS 8' CONCRETE WALL I 1 GRASS IN \ \ \\\\ ® ® FLOOD ZONE AE Rp \ GRAVEL PATH - :-`BASE FLOOD ELEVATION 5367_ \ • 0 20' 40' SCALE: 1" = 20' LEGEND Building Sidewalk Edge of Asphalt Edge of Concrete — — — — — — — — Edge of Gravel Road Flowline Top Bock of Curb x --x Barbed Wire Fence Chain Link Fence Metal Fence ° Plastic Rail Fence C 0 0 Split Rail. fence 0 Wood Fence Wire Fence f-uUnderground Electric Underground Fiber Optic cmc Underground Gas -..www rUndunddge �/VISpn Bollard �� T f 1 y S&1&EYLVG;INVC.� 19011LI1VCOL1VAVX#it � + PARXER, -080134 )j � "' " '""�—� Bush ® Cleon-out ❑® Electric Box ® Electric Connection ® Electric Meter [r Electric Transformer 2 Fire Hydrant ® Fiber Optic Manhole ® Gas Meter Handicap Parking Inlet Grate yy®rr AF Light Pole Sign Power Pole ® Sanitary Manhole ® Storm Manhole ® Telephone Junction Box ® Telephone Pedislal Coniferous Tree QDeciduous Tree ® Utility Box ° Vent Pipe ® WaterManhole ® Water Meter m Water Valve Building Sidewalk Edge of Asphalt Edge of Concrete — — — — — — — — Edge of Gravel Road Flowline Top Bock of Curb x --x Barbed Wire Fence Chain Link Fence Metal Fence ° Plastic Rail Fence C 0 0 Split Rail. fence 0 Wood Fence Wire Fence f-uUnderground Electric Underground Fiber Optic cmc Underground Gas -..www rUndunddge �/VISpn N F I N I G Y �� T f 1 y S&1&EYLVG;INVC.� 19011LI1VCOL1VAVX#it � + PARXER, -080134 )j � "' " '""�—� Rev: Date: Description: By: PROJECT INFORMATION: LAND SLTFZVEY Sheet Number_ LS2 SITE NAME: DN02362-OFFICE BUILDING AT 4251 CLEAR CREEK - DENVER SITE ADDRESS' 4251 KIPLING STREET WHEAT RIDGE,COLORADO 80033 T -MOBILE SITE: DN02362 DRAWN BY: CHK BY: APV BY: AV RD RD 1 6120/18 Survey AV THE SOLUTIONS ARE ENDLESS 1490 W 121stAve., Ste. 101 Westminster, CO 80030 (303) 219-1178 WWW.INFINIGY.COM 2 8120/18 Title/Easement AV ACCESS AND UTILITY EASEMENT DETAIL TOPOGRAPHIC SURVEY T -MOBILE SITE DN02362-OFFICE BUILDING AT 4251 CLEAR CREEK - DENVER POINT OF TERMINUS 15' WIDE ACCESS AND UTILITY EASEMENT FND 1" YELLOW PLASTIC CAP ILLEGIBLE FND 14 REBAR1 0 50' 20' UTILITY ANDPr DRNNAGE EASEMENT I l Y♦: : :'t1 LOT 3 1" = XIPUNG VENTURES SUBDIVISION `lJltltl RECEPTION NO. 82012033 4251 XIPUNG STREET I �I PARCEL ID: 39-214-01-002 20' FIRE LANE OWNER: GOLDEN LAKE LLC THE SOLUTIONS ARE ENDLESS 1490 W 121st Ave., Ste. 101 Westminster, CO 80030 (303) 219-1178 WWW.INFINIGY.COM CPP INVESTMENTS I LLCC �... I CFS INVESTMENTS LLC l j: o 789 SHERMAN STREET .430 / / (:Ca �; 16 DENVER, CO 80203 / 16 DRAINAGE AND ERF ry OVERFLOW EASEMENT 2 ZONE AE- O FLOODWAY LINE / l Z l / FND 4' ALUM 20' EOUES7RlNJ, BICYCLE / GP PLS 27672 / AND PED 111 EASEMENT --------- - t----� 09. FND 1' YELLOW PLASTIC CAP PLS 1802 ------------ - T -/---- - -0 FND 1}' ALUM f ILLEGIBLE I 0 CAP I X50 0 50' �'�'I DALEYLAND � SUR VEYING,t1vC.1 17011LI2VCOLNAVE#39T. PARKER, CO 80134 �T"" ` � ---� ! 100' SCALE: 1" = 50' PROJECT INFORMATION: • FND 1" YELLOW PLASTIC CAP PLS 1802 SITUATED IN THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. COUNTY OF JEFFERSON, STATE OF COLORADO FND 1}" ALUM CAP PLS 7735 "E i2 729,90' ?'58'52"E 101.62' _ )PEI27Y CORNER VE FLOOD ZONE AE� 15' WIDE ACCESS AND UTILITY EASEMENT 7.5' \5 1 � ^ti L4 NORTHEAST CORNER SECTION 27, T.3S., R.69W. I 1 LOT 4 KELLY SUBDIVISION FILING NO, I I RECEPTION NO, 3201x033 I 4305 KIPLING STREET I PARCEL ID: 39-2II-11-035 IOWNER: XANIOS I 96,5 GRANDVIEW AVE ARVADA CO 80002 I EAST QUARTER CORNER SECTION 21, T3S., R.69W. FND 3j" ALUM CAP PLS 13212 IN RANGE BOX W. 43RD AVENUE (50' R.O.W.) FND j" BRASS IA PAVED AND PUBLIC ROAD) TAG ILLEGIBLE 589'58'52"E 286.00' - - - - - S89'58'52 E n 1 45.00' I Lo74 KIPLING VENTURES SUBDIVISION I ��. RECEPTION NO. 820/2033 4295 KIPLING STREET PARCEL ID: 39-214-01-D01 OWNER: ALNASO CAPITAL FND I}' ALUM LLLC CAP PLS ALUM 2206 ZIN0 STREET GOLDEN, CO 80401 55.37' 589'58'52"E I 1 S00'043I ••W 55.00' I o ` FND 1}' ALUM FIND J" BRASS I a / CAP PLS 7735 TACILLEGIBLE / N89'32'05'E 165.00' (R) N89'32'05•'E 165.34' POINT OF BEGINNING 15' WIDE ACCESS AND UTILITY EASEMENT , . .. . N7 '02 TIE PROPERTY o LI o L3 L2 A o \ \ \ I N \ I IJ2.61' NFINIGY �'�'I DALEYLAND � SUR VEYING,t1vC.1 17011LI2VCOLNAVE#39T. PARKER, CO 80134 �T"" ` � ---� ! Rev: \ Description: By: PROJECT INFORMATION: LAND SURVEY Sheet Number: LS3 SITE NAME: DN02362-OFFICE BUILDING AT 4251 CLEAR CREEK - DENVER SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, COLORADO 80033 T -MOBILE SITE: DN02362 DRAWN BY: CHK BY: APV BY: AV RD RD 1 20' FIRE LANE I THE SOLUTIONS ARE ENDLESS 1490 W 121st Ave., Ste. 101 Westminster, CO 80030 (303) 219-1178 WWW.INFINIGY.COM ,...���...-�... �... I, Title/Easement AV EASEMENT 2 C( 09. FND 1' YELLOW PLASTIC CAP PLS 1802 \ FND 14 REBAR 54. B4' '\ FND 15 N89'41'S' RE84R F LINE BEARING DISTANCE \ L7 33.45 CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH. L2 76.78' Cl 10.62 15.00 403409 N703037W10.40FND 13L3 13.71' C2 6.19 20.00 17'43'11" N59'OS08"W 6.16L4 =111-121� 45.91C3 14.31' 20.00 41'0012 N47.26 37W 14.01 � 1 L5 W 80.54' C4 48.79 700.00 27'5725 N12'5749 W 48.31 L6 65.89' SOUTHEAST CORNER SECTION 21, 735., R.69W. FND 34' ALUM CAP ILLEGIBLE IN RANCE BOX 15' WIDE ACCESS AND UTILITY EASEMENT: A 15 loot wide strip of fond over and across that porcel or land as described as Lot 3, Kipling Ventures Subdivision, (Parent Tract), recorded at Reception No. 62012033, in the records in the Clerk and Recorders Office of Jefferson County, located in the Southeast Quarter of Section 21, Township 3 South, Range 69 West of the 6th Principal Meridian, County of Jefferson, State of Colorado, said 15' wide strip being 7.50' on both sides of the following described centerline: For the purpose of this description the bearings are referenced to the East line of the Southeast Quarter of Section 21, Township 3 South, Range 69 West of the 6th P.M., assumed to bear south 00'0431" East, o distance of 2630.32 feet South 00'0431" East o distance or 2630.27 feet per the lot of Kipling Ventures Subdivision Filing No. 1 recorded ( P P P 9 9 at Reception No. 82012023), monumented by a 34" aluminum cap, illegible in a range box at the Southeast Corner of said Section 21 and by a .31" aluminum cop, stamped 13212 in a range box of the East Quarter Corner of said Section 21. Beginning at a point on the exterior of the existing building, whence the northeast corner of said Lot 3, Kipling Ventures Subdivision, (Parent Tract), bears North 78'04'02" East, a distance of 191.55 feet; THENCE South 00'43"23" East, o distance of 33.45 feet; THENCE South 89'12'19" West, o distance of 76.78 feet; THENCE along o curve to the right, an arc length of 10.62 feet, said curve having a radius of 15.00 feet, o delta angle of 40'34'09 o chord bearing of North 70'30'37" West and o chord length of 10.40 feet; THENCENorth 50'13'33" West, a distance of 13.71 feet; THENCE along a curve to the left, on arc length of 6.19 feet, said curve having a radius of 2000.feet, o delta angle of 1743'11', o chord bearing of North 59'05'08" West and o chord length of 6.16 feet; THENCE North 6756'43" West, a distance of 45.91 feet; THENCE along a curve to the right, an arc length of 14.37 feet, said curve having o radius of 20.00 feet, a delta angle of 41'00'12; a chord bearing of North 47'26'37' West and a chord length of 14.01 feet; THENCE North 265632" West, a distance of 80.54 feet; THENCE along a curve to the right, an arc length of 48.79 feet, said curve having a radius of 100.00 feet, a delta angle of 275725", a chord bearing of North 12'57'49" West and a chord length of 48.31 feet; THENCE North 01'00'54" East, a distance of 65.89 feet to the north line of said Lot 3 and the Point of Terminus, whence the nearest corner of said Lot 3 to the east, bears South 89'58'52" East. a distance of 707.62 feet. Containing 5943 Square Feet, or 0.136 Acres, more or less. The sidelines of said easement are to be lengthened or shortened to intersect said exterior of the existing building and the north line of said Lot 3 (Parent Tract). I % of Wheat Rid 9E D►VisOn� NFINIGY �'�'I DALEYLAND � SUR VEYING,t1vC.1 17011LI2VCOLNAVE#39T. PARKER, CO 80134 �T"" ` � ---� ! Rev: Date: Description: By: PROJECT INFORMATION: LAND SURVEY Sheet Number: LS3 SITE NAME: DN02362-OFFICE BUILDING AT 4251 CLEAR CREEK - DENVER SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, COLORADO 80033 T -MOBILE SITE: DN02362 DRAWN BY: CHK BY: APV BY: AV RD RD 1 6/20/18 Survey AV THE SOLUTIONS ARE ENDLESS 1490 W 121st Ave., Ste. 101 Westminster, CO 80030 (303) 219-1178 WWW.INFINIGY.COM 2 8/20/18 I, Title/Easement AV PROPOSED T -MOBILE RRH MOUNTED ON 1-3 PROPOSED ANTENNA FRAME (TYR OF A-6 (2) PER SECTOR, (3) SECTORS TOTAL) EXISTING AC UNIT EXISTING ROOFTOP EXISTING LANDSCAPING INFORMATION CONTAINED WITHIN DRAWINGS /S BASED ON PROVIDED INFORMATION, A DESIGN VISIT BY INFWIGY, DATED 06/11/18, AND A LAND SURVEY BY DALEY LAND SURVEYING INC., DA IED 08/20/18 PROPOSED T -MOBILE PANEL ANTENNA ol-q� MOUNTED ON PROPOSED ANTENNA FRAME (TYP. OF (2) PER SECTOR, (3) SECTORS TOTAL) PROPOSED FRP SCREEN WALL TO B£ PANTE TO MATCH EY G FACADE S4 S5 (ALP1771 SECM?T- ROOF PLAN WALL TO B£ PA/N D _ j0 1 1,2 MATCH £ STING FACADES6 S7 (GAMMA SECTOR) FOR ADDITIONAL STRUCTURAL INFORMATION, REFER TO STRUCTURAL DESIGN REPORT BY INFINIGY, DATED 03/11/2019 EXISTING TREE (TYP.) EXISTING CARRIER PANEL ANTENNA MOUNTED ON EXISTING WALL (TYP.) XISTING AC UNITEXISTING INLET DRAIN (TYP.) TER PROPOSED T -MOBILE OPOSED T -MOBILE 3 3 HYBRID JIAIPER (TYP. E BLE TRAY (T)P.) A-9 -10 OF (12) TOTAL) u a�� ® EXISTING _ � ROOFTOP PROPOSED T -MOBILE EOUIPMENT ON 1 EXISTING 15'x9 ABANDONED STEEL PLATFORM ON EXISTING ROOFTOP PROPOSED FRP SCREEN 1,2 1-4 WALL TO BE PAINTED R \_S4�S5 MATCH EVS71NO FACADI (BETA SECTOR GRAPHIC SCALE 20' 10' 0 10' 20' ' SCALE: 22"x34" SHEET 1"= 10' NORTH SCALE: 11"x17" SHEET 1"= 20' SCALE: AS NOTED 1 1 • PLANS PREPARED FOR: T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 INFINIGY9 ENGINEERING, PLLC 1490 W. 121 ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ENGINEERING LICENSE: Q� � '•.SFO �O 47849 :11: M. �Z�10 N AA-���\ DRANANG NOTICE. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS DESCRIPTION DATE BY REV RENSED/ISSUED FOR CONSTRUCTION 05/20/19 ESO 2 REMSEDASSUED FOR CONSTRUCTION 05/09/19 ESO 1 ISSUED FOR CONSTRUCTION 04/23/19 ESO 0 T -MOBILE SITE NAME. CLEAR CREEK DENVER --MOBILE SITE #. DN02362A �INFINIGY, OR ADDITIONAL STRUCTURAL INFORMATION, EFER TO STRUCTURAL DESIGN REPORT BY DATED 03/11/2019 PROPOSED T—MOBILE PANEL ANTENNA ■I PROPOSED T—MOBILE RRH MOUNTED ON MOUNTED ON PROPOSED ANTENNA FRAME (TYP. PROPOSED ANTENNA FRAME (TYP. OF OF (2) PER SECTOR, (3) SECTORS TOTAL) PROPOSED OSHA (2) PER SECTOR, (3) SECTORS TOTAL) COMPLIANCE PATH EXISTING 13" PROPOSED FRP SCREEN WALL TO BE PAINTED TO TALL PARAPET—,MATCH fXIS71NG FACADE ® EXISTING ROOFTOP (ALPHA SECTOR) UNPROTECTED EDGE PROPOSED T—MOBILE CABLE TRAY (TYP.) EXISTING EXISTING TREE (TYP.) AC UNIT ±8' EXISTING 13" TALL PARAPET EXISTING CARRIER PANEL ANTENNA MOUNTED ON EXISTING WALL (TYP.) EXISTING ROOFTOP EXISTING EXISTING CABLE AC UNITITING EXISTING TRAY (TYP.) DRAIN GINL 13" TALL �EXSINLET EXISTING PARAPET EXISTING rl ROOFTOP STEP—OVER EXISTING EXISTING LANDSCAPING LANDSCAPING EXISTING 13" TALL PARAPET INFORMATION CONTAINED WITHIN DRAWINGS IS BASED ON PROVIDED INFORMATION, A DESIGN VISIT BY INFINIGY, DATED 08/11/18, AND A LAND SURVEY BY DALEY LAND SURVEYING INC., DATED 08/20/18 1. ALPHA SECTOR PANEL ANTENNAS, RRH'S AND ASSOCIATED EQUIPMENT MEETS OSHA COMPLIANCE FOR FIELD OPERATIONS WITH INSTALLATION OF (1) STEP—OVER do FRP SCREENING WALL ENCLOSURE 2. BETA k GAMMA PANEL ANTENNAS, RRH'S k ASSOCIATED EQUIPMENT MEETS OSHA COMPLIANCE FOR FIELD OPERATIONS WITH THE INSTALLATION OF (2) FRP SCREENING WALL ENCLOSURES 3. ACCESS TO BTS EQUIPMENT AT EQUIPMENT PLATFORM LOCATED AT ROOF LEVEL MEETS OSHA COMPLIANCE FOR FIELD OPERATIONS WITH THE INSTALLATION OF (1) ACCESS STEPS WITH SAFETY HANDRAIL 1 1 S4- ILI PROPOSED ROOF SAFETY PLAN PROPOSED STEP—OVER EXISTING ROOF ACCESS I 116 PROPOSED T—MOBILE CABLE TRAY (TYP.) PROPOSED T MOBILE EQUIPMENT ON EXISTING 15x9" ABANDONED STEEL PLATFORM ON EXISTING ROOFTOP PROPOSED FRP SCREEN WALL TO BE PAINTED TO MATCH EXISTING FACADE (BETA SECTOR)— PROPOSED T—MOBILE ANTENNA FRAME (TYP. (_EXISTING 13" OF (1) PER SECTOR, (3) SECTORS TOTAL) TALL PARAPET PROPOSED fRP SCREEN WALL TO BE PAINTED TO MATCH EXISTING FACADE (GAMMA SECTOR) GRAPHIC SCALE 20' 10 0 10' 20 ' SCALE: 22"x34" SHEET 1"= 10' NORTH SCALE: 11"x17" SHEET 1"= 20' SCALE: AS NOTED 1 1 - PLANS PREPARED FOR: w IN mMoMem T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 INFINIGY9 ENGINEERING, PLLC 1490 W. 121 ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ENGINEERING �oPpo LICF,�s� e• •ecce :FrOZ7849 DRAVWNG NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. DESCRIPTION DATE BY REV REHSED/ISSUED FOR CONSTRUCTION 05/20/19 ESO 2 RENSED/ISSUED FOR CONSTRUCTION 05/09/19 ESO 1 ISSUED FOR CONSTRUCTION 04/23/19 ESO 0 T -MOBILE SITE NAME. CLEAR CREEK DENVER T -MOBILE SITE #: DN02362A SITE ADDRESS. 4251 KIPLING STREET PROPOSED T MOBIL£ 6- WIDE CABLE TRAY /-3-\/-3 MOUNTED TO DURABLOCKS EVERY 4' (TYP.) q_g 10 PROPOSED T -MOBILE HYBRID JUNCTION BOX A-9 ,i INFORMATION CONTAINED WITHIN DRAWINGS /S BASED ON PROVIDED INFORMATION, A DESIGN NSIT BY INRINIGY, DATED 06/11/18, AND A LAND SURVEY BY DALEY LAND SURVEYING INC., DATED 08/20/18 POSED T -MOBILE 2 IPMENT CABINET -10 t6' ` 5'-5' ti 2'-1' PROP RECEI TIMER EXISTING ROOFTOP PROPOSED T -MOBILE STACKED 2 SLEEVE ON 40' TALL d 40' WIDE \ A-9 / FABRICATE UNISTRUT FRAME IN FIELD) W-0" EQUIPMENT PLAN (PROPOSED_ FFORADDMONAL STRUCTURAL INFORMATION, STRUCTURAL DESIGN REPORT BY DATED 03/11/2019 a EXISTING EQUIPMENT STEEL PLATFORM -MOBIL£TO BE REUSED BY T -MOBILE SWITCH E 0 °ROPOSED r MOBILE EXISTING 6" BEAM UNDER EXISTING STEEL PLATFORM PROPOSED T -MOBILE TRANSFORMER (P/N: TBD) m EXISTING ROOF INLET GRAPHIC SCALE 4' 2' 0 2' 4' SCALE: 22"x34" SHEET 1"= 2' NORTH SCALE: 11"x17" SHEET 1"= 4' SCALE: AS NOTED • PLANS PREPARED FOR: L T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 INFINIGY9 ENGINEERING, PLLC 1490 W. 121 ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ENGINEERING LICENSE. , Rr,. j •�• o :o v� E 478 "• Z 49 m; :v a)TL?�� I :, FSS�oNa� DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV REMSED/ISSUED FOR CONSTRUCTION 05/20/19 ESO 2 REMSED/ISSUED FOR CONSTRUCTION 05/09/19 ESO 1 ISSUED FOR CONSTRUCTION 04/23/19 ESO 0 T -MOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE #: DN02362A r SITE ADDRESS. 4251 KIPLING WHEAT RIDGE, SHEET DESCRIPTION: (PR SHEET NUMBER: A-4 EXISTING ABANDONED STEEL EQUIPMENT PLATFORM TO BE REUSED BY T-MOBILE---� EXISTING BUILDING ELEVATION (SOUTH) EXISTING ABANDONED STEEL EQUIPMENT PROPOSED FRP SCREEN WALL TO BE PAINTED PLATFORM BEING REUSED BY T -MOBILE TO MATCH EXISTING FACADE (GAMMA SECTOR) PROPOSED T -MOBILE PANEL ANTENNA MOUNTED ON PROPOSED ANTENNA FRAME (T)P. OF (2) PER SECTOR, GAMMA SECTOR) i 1 I I I EXISTING CARRIER PANEL J ANTENNA MOUNTED ON w EXISTING BUILDING WALL (TYP.) II Z V Q Z H N l X W 0 0 EXISTING (� BUILDING GROUND LEVEL GRAPHIC SCALE 16' 8' 0 8' 16' SCALE: 22"x34" SHEET 1"= 8' SCALE: 11"x17" SHEET 1 16' PROPOSED FRP SCREEN WALL TO BE PAWED TO MATCH EXISTING FACADE (BETA SECTOR) PROPOSED T -MOBILE PANEL ANTENNA EXISTING MOUNTED ON PROPOSED ANTENNA FRAME AC UNIT (TYP. OF (2) PER SECTOR, BETA SECTOR) PROPOSED BUILDING ELEVATION -SOUTH) < I N 2 ++ � Q -H cu W 2 Lyi1 w I 3 � Q �. 2 ~� W Q_ O "i z �W EXISTING m j� BUILDING zcL 2 II N w i o � SCALE: AS NOTED FOR ADDITIONAL STRUCTURAL INFORMATION, REFER TO STRUCTURAL DESIGN REPORT BY INFINIGY, DATED 03/11/2019 GRAPHIC SCALE GROUND LEVEL i i 16 8' 0 8' 16 SCALE: 22"x34" SHEET 1"= 8' SCALE: 1 1 °x 17" SHEET 1"= 16' SCALE: AS NOTED 1 2 • PLANS PREPARED FOR T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 INFINIGY9 ENGINEERING, PLLC 1490W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ENGINEERING LICENSE :� e Ec 47 849 m: .5 - ss ON PL SSSIONAL DRAWNG NOTICE. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV REVISED SSUED FOR CONSTRUCTION 05/20/19 ESO 2 REVISEDASSUED FOR CONSTRUCTION 05/09/19 ESO 1 ISSUED FOR CONSTRUCTION 04/23/19 ESO 0 T -MOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE #. DN02362A r SITE ADDRESS: 4251 KIPLING WHEAT RIDGE, SHEET DESCRIPTION. BUILDING ELE SHEET NUMBER: A-5 PROPOSED T—MOBILE PANEL FOR ADDITIONAL STRUCTURAL INFORMATION, FOR ADDITIONAL STRUCTURAL INFORMATION, i-2 4 1 ANTENNA MOUNTED ON PROPOSED REFER TO STRUCTURAL DESIGN REPORT BY REFER TO STRUCTURAL DESIGN REPORT BY A-8 A-8 S8 ANTENNA FRAME (TYP. OF (2) INFlNIGY, DATED 03/11/2019 INFlNIGY, DATED 03/11/2019 PER SECTOR, ALPHA SECTOR) AZ = 340' EXISTING BUILDING WALL 3 2 PROPOSED T—MOBILE A-8 A-9 RRH MOUNTED BEHIND PANEL PROPOSED ANTENNAS (11P. OF (2) PER SECTOR, EXISTING BETA SECTOR) BUILDING WALL Al PROPOSED FRP B4 /FACADE A2 SCREEN WALL TO BE PAINTED 1,2 1-4 A3 TO MATCH 54 S5 EXISTING I (ALPHA PROPOSED FRP SCREEN A4 SECTOR) 63 PAINTEDWALL TO BE O MATCH EXIS77NGFACADE S41S5 (BETA SECTOR) 82 PROPOSED T—MOBILE PANEL ANTENNA MOUNTED ON A-8 A-8 58 B1 PROPOSED ANTENNA FRAME (TYP. OF (2) PER SECTOR, BETA SECTOR) GRAPHIC SCALE GRAPHIC SCALE 6' 3' 0 3' 6' 6' 3' 0 3' 6' PROPOSED T—MOBILE RRH 3 2 MOUNTED BEHIND PROPOSED A-8 A-9 PANEL ANTENNAS (TYP. OF (2) " PER SECTOR, ALPHA SECTOR) SCALE: 22"x34" SHEET 1"= 3' SCALE: 22"x34" SHEET 1 "= 3' NORTH SCALE: 11"x17" SHEET 1"= 6' NORTH SCALE: 11"x17" SHEET 1"= 6' PROPOSED ANTENNA LAYOUT (ALPHA SECTOR) SCALE: AS NOTED 1 PROPOSED ANTENNA LAYOUT (BETA SECTOR) SCALE: AS NOTEDj 2 FOR ADDITIONAL STRUCTURAL INFORMATION, REFER TO STRUCTURAL DESIGN REPORT BY INFlNIGY, DATED 03/11/2019 EXISTING BUILDING WAI_L� G1 PROPOSED T—MOBILE RRH 3 2 MOUNTED BEHIND PROPOSED PANEL ANTENNAS (TYP. OF (2) G2 PER SECTOR, GAMMA SECTOR) G3 G4 PROPOSED FRP SCREEN 1 1,2 WALL TO BE PAINTED TO 96 W MATCH£XISTING FACADE GRAPHIC SCALE (GAMMA SECTOR) 6' 3' 0 3' 6' AZ = 220' PROPOSED T—MOBILE PANEL ANTENNA MOUNTED ON PROPOSED ANTENNAFRAME (TYP.(2) A -s A-8 Ss " SCALE: 22"x34" SHEET 1 "= 3' DIMENSIONS SHOWN ARE PER R,Sc TYPICAL FOR ALL (3) SECTORS NORTH SCALE: 11 "x17' SHEET 1 "= 6' PROPOSED ANTENNA LAYOUT (GAMMA SECTOR, SCALE: AS NOTED 1 3 PLANS PREPARED FOR l T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 PLANS PREPARED BY: INFINIGY9 ENGINEERING, PLLC 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ENGINEERING LICENSE: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV REISED/ISSUED FOR CONSTRUCTION 05/20/19 ESO 2 REISEDASSUED FOR CONSTRUCTION 05/09/19 ESO 1 ISSUED FOR CONSTRUCTION 04/23/19 ESO 0 TJIOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE #. DN02362A r SITE ADDRESS: 4251 KIPLING S WHEAT RIDGE SHEET DESCRIPTION-. ANTENNA L SHEET NUMBER A-6 SITE LOADING CHART SECTOR POSITION ANTENNA MODEL # QTY. (NEW) RRH (QTY/MODEL) AZIMUTH DOWNTILT RAD CENTER FEED LINE (QTY/TYPE/LENGTH) MECHANICAL ELECTRICAL ALPHA Al -- -- -- -- 0 0 -- -- ALPHA A2 AAFIA 1 (1) AHLOA/(1) FXFC 340' 0 0 -457' AOL (4) PROPOSED HYBRID JUMPERS (ALPHA) LENGTH = -4180' ALPHA A3 fFHH-65C-RC 1 -- 340' 0 0 -457' AGL PROPOSED HYBRID SHARED WTH ABOVE (ALPHA) ALPHA A4 -- -- -- -- 0 0 -- -- BETA BI -- -- -- -- 0 0 -- -- BETA B2 AAFIA 1 (1) AHLOA/(1) FXFC 100' 0 0 -457' Aa (4) PROPOSED HYBRID XUPERS (BETA) LENGTH = 175' BETA B3 FF71H-65C-RC 1 -- 100' 0 0 *57' Aa PROPOSED HYBRID SHARED WTH ABOVE (BETA) BETA B4 -- -- -- -- 0 0 -- -- GAMMA G1 -- -- -- -- 0 0 -- -- GAMMA G2 AAF/A 1 (1) AHLOA/(1) fXFC 220' 0 0 *57' AOL (4) PROPOSED HYBRID JUMPERS (GAMMA) LENGTH = 190' GAMMA G3 FFHH-65C-RC 1 -- 220' 0 0 *57' Ala PROPOSED HYBRID SHARED WTH ABOVE (GAMMA) GAMMA G4 -- -- -- -- 0 0 -- -- FLANS PREPARED BY. INFINIGY9 ENGINEERING, PLLC 1490 W. 121 ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ENGINEERING LICENSE: ;= 47849 mi �QSION AlL EN�� DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV REISED/ISSUED FOR CONSTRUCTION 05/20/19 ESO 2 REISED/ISSUED FOR CONSTRUCTION 05/09/19 ESO 1 ISSUED FOR CONSTRUCTION 04/23/19 1 ESO 0 T -MOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE Jt: DN02362A r SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, 90IMM3 SHEET DESCRIPTION: RF SCH mat R�ac r SHEET NUMBER: RF SCHEDULE I NO SCALE 1 I A-7 m mMobfie a T -MOBILE WEST 18400 E 22ND AVE. AURORA.. C080216 FLANS PREPARED BY. INFINIGY9 ENGINEERING, PLLC 1490 W. 121 ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ENGINEERING LICENSE: ;= 47849 mi �QSION AlL EN�� DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV REISED/ISSUED FOR CONSTRUCTION 05/20/19 ESO 2 REISED/ISSUED FOR CONSTRUCTION 05/09/19 ESO 1 ISSUED FOR CONSTRUCTION 04/23/19 1 ESO 0 T -MOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE Jt: DN02362A r SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, 90IMM3 SHEET DESCRIPTION: RF SCH mat R�ac r SHEET NUMBER: RF SCHEDULE I NO SCALE 1 I A-7 PLANS PRLPARLD FOR MANUFACTURER: MODEL: NOKIA AARA (MASSIVE MIMO) MANUFACTURER: MODEL: COMMSCOPE H -65C -R3 W WEIGHT: 253 ibs WEIGHT: 127.6 Ibs DIMENSIONS (HxWxD): FREQUENCY: 77.0" X 26.0" X 8.0" REFER TO RF DATA SHEET W DIMENSIONS (HxWxD): FREQUENCY: 95.9" X 25.2' X 9.3" REFER TO RF DATA SHEET C ■ ■ D W T -MOBILE WEST 18400 E 22ND AVE. 0 W a. AURORA, CO 80216 PLANS PREPARED BY: � I TOP INFINIGY9 TOP ENGINEERING, PLLC 1490 W. 121 ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 ale o11!I `1� JOB NUMBER 397-000 ENGINEERING LICENSE: Top VIEW BOTTOM IRONT SIDE BOTTOM I 7 v °CI CF�d t .R j %. O` 4.7 FRONT SDE as 47849 7� _= m . •'•.•••••••.•' ��� ONAL ENG EQUIPMENT RACK DETAIL No SCALE 1 PANEL ANTENNA SPECIFICATIONS NO SCALE 2' PROPOSED ANTENNA MOUN77NG POLE (TYP.) DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE AirScale Dual RRH 4T4R B12/71 240W AHLOA Product Code: 474331A NEW MOUN77NG BRACKETTYP. CDMMSCOPE ) REDISTRIBUTED P/N: DB5098E THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. AirScal_ AHMA,Supported Dual R R frequency bands - ::P='sbr��1 'I ,;;"1 Frequence ,--;nr! - ll l::l-d L �? - 7' F 1'f,t F._ ' ' REVISIONS. DESCRIPTION DATE BY REV un,berofTX/RXpaths/pipes000 4T4� � 12/71 � Instantaneous Bandwidth 18W I "�E - REVISEO/ISSUED FOR CONSTRUCTION 05/20/19 ESO 2 Occupied Bandwidth OBW REASED/ISSUED FOR CONSTRUCTION 05/09/19 ESO 1 Output Power -rc L Supply Voltage! Range t _ Typical Pow Consunnption Consumption NEW ANTENNA ( ) ISSUED FOR CONSTRUCTION 04/23/19 ESO 0 T -MOBILE SITE NAME: CLEAR CREEK -_ DENVER • - Antenna Pot T -MOBILE SITE* tiPcal Ports � O - ALO Control Interfaces Other Interfaces NEW MouronNc DN02362A f-Iit -- - Physical e- - Operating Temperature Rag °C t ,will BRACKET (TIP.) COMMSCOPE PAV; 085098E SITE ADDRESS: Surge Protection, Il 4251 KIPLING ST T Installation Opti I. ,. I - I I WHEAT RIDGE, 80033 Cit 01 SHEET DESCRIPTION PJOKIA ' EQUIPI�jgeat Rid MOUNTING ETAILS ivi_f SHEET NUMBER. e Q �j 1 ,- V RRH DETAIL NO SCALE 3 ANTENNA MOUNT DETAIL NO SCALE 4 Product Specifications Dimensions :n COMMSC�;PE` FE- 16148.OVP-RT 12 Roof Top mounted Fiber and Power )unction Box with OVP, 16 x 14 x 8 in, HQLC Environmental Specifications Ercelronmentai Space Operating Temperature Qualificatlon Standards General Specifications P,osutt Type Ap pllCatlo r Color Inch.des Mount Type Mechanical Specifications Hlgn-.mpact polycarbonate, Uv resistant 203.20 mm 1 8.00 In 406.40 mm ! 16-00111 3S5 60 mm 1 14 00 In :0.66 1 1 23.50 1b Indoor I Outdoor -40 OC to -75 OC (-40 cF t0 +167 4F? IEC 60.29:200:. IP66 . IEC 60529:2001, 1P67 I U: 508 Pole mount enclosure I wall mount enclosure uw- as a fiberiponer junction bOx II gray Mounting kit Pipe, 44-114 mm (1 75-4 S in; OD I Wall Cabe Ertry Alarm:Grecrd Garr Size, maximum :0 0 mm I 041n Cable Entry Alarm/Ground Gland Size, minimum S.0 rr:m I 0.2 In Cable Entry limper Gland Size, maximum :8.0 mm I 0.71n Cable Entry )Omper Gland Size, minimum :3.0 mm I 0.5 in Cable Entry, quantity, maximum, bottom 9 o a Conduit Fitting Size 38.1 mm I 1.5 in Regulatory Compliance/Certifications Agency classification QoHS 2011165PEU Compliant ISO 9004':2008 Designed, manufactured and. ?or clstnbuted under th-s quality management system 02017 Cin-S<:.Fe in- 41,96t urmrved 7J tod-6 do -eine br a arc .eg,tnd "Awm la r4'eo c4, d Ca' knpc Al specF.na o e ae ubied» cMn3e .4h. -. See — ccmm vpe ax. ly Fe may a dem in6ra or trr •r i )—y 16 X17 2.0 HCS JUNCTION BOX DETAIL page 1 a12 11 2017 NO SCALE NOKIA FLEX SYSTEM RADIO MODULES: F8BC, FRIA, FRIE, FSME, FSMF, FXFB, FXFC CLEARANCES: FRONT: 23.6" BACK: 8" TOP: 1.2" SIDES: 4" WEIGHT: 44 Ibs. NOTE: MODULE CAN BE INSTALLED VERTICALLY AND HORIZONTALLY TOP SIDE al PROPOSED RADIO MODULE (TYP.) 40" TALL & 40" WIDE UNISTRUT MOUNTING FRAME (CONTRACTOR TO FABRICATE IN FIELD) PIPE FPKA MOUNTING BRACKET PLINTH MODULE NOKIA FLEXI SYSTEM/ RADIO MODULE STACKED SLEEVE DETAIL CABLE TRAY WTH 9" RUNG SPACING, 4" LOADING DEPTH. SUPPORT CABLES WITH HOLD DOWN FASTENED WITH 3/8" LONG LAG • PLANS PREPARED FOR: T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 • PLANS PREPARED BY. INFINIGY9 ENGINEERING, PLLC 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ENGINEERING LICENSE. TOP VIEW v�vs co o 47849 fix' v ? �Qz- NO SCALE 2 �n o••o••os••o• �\ NOTE: U �� CONTRACTOR TO INSTALL PVC SLEEPERS TO A MINIMUM LENGTH OF 18" TO REDUCE THE POINT LOADS ON THE ROOF. CABLE TRAY DETAIL ANAL DRAWING NOTICE. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS DESCRIPTION DATE BY REV REVSED/ISSUED FOR CONSTRUCTION 05/20/19 ESO 2 REVSED/1SSUED FOR CONSTRUCTION 05/09/19 ESO I ISSUED FOR CONSTRUCTION 04/23/19 ESO 0 T -MOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE #. DN02362A r SITE ADDRESS. 4251 KIPLING S T 1310 WHEAT RIDGE, 80030 City SHEET DESCRIPTION: EQUIPM NTVMat Rid MOUNTING ETAILS SHEET NUMBER. A A NO SCALE 3 L w J 0 o a o a NOKIA FLEXI SYSTEM/ RADIO MODULE STACKED SLEEVE DETAIL CABLE TRAY WTH 9" RUNG SPACING, 4" LOADING DEPTH. SUPPORT CABLES WITH HOLD DOWN FASTENED WITH 3/8" LONG LAG • PLANS PREPARED FOR: T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 • PLANS PREPARED BY. INFINIGY9 ENGINEERING, PLLC 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ENGINEERING LICENSE. TOP VIEW v�vs co o 47849 fix' v ? �Qz- NO SCALE 2 �n o••o••os••o• �\ NOTE: U �� CONTRACTOR TO INSTALL PVC SLEEPERS TO A MINIMUM LENGTH OF 18" TO REDUCE THE POINT LOADS ON THE ROOF. CABLE TRAY DETAIL ANAL DRAWING NOTICE. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS DESCRIPTION DATE BY REV REVSED/ISSUED FOR CONSTRUCTION 05/20/19 ESO 2 REVSED/1SSUED FOR CONSTRUCTION 05/09/19 ESO I ISSUED FOR CONSTRUCTION 04/23/19 ESO 0 T -MOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE #. DN02362A r SITE ADDRESS. 4251 KIPLING S T 1310 WHEAT RIDGE, 80030 City SHEET DESCRIPTION: EQUIPM NTVMat Rid MOUNTING ETAILS SHEET NUMBER. A A NO SCALE 3 L PLANS PREPARED FOR 0 0 ■ mmob& o 30" 36" NEW PPC CABINET WIND STOP o T-MOBILE WEST 18400 E 22ND AVE. FRONT % \ O O O AURORA, CO 80216 0 0 0 SCREENED LOUVERS FOR / \ 00O 0 0 TELCO COMPARTMENT j 36" I - PLANS PREPARED BY: i TOP VIEW ® TOP PLAN VIEW (DOOR OPEN) % INFINIGY9 2: ENGINEERING, PLLC ® % j \ 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ELEVATION VIEW ® 36" ENGINEERING LICENSE. TOP VIEW FRONT VIEW SIDE VIEW BOTTOM VIEW NOTES*• LtO<c> 1. METER SOCKET BY THIS CONTRACT. METER TO BE SUPPLIED BY LOCAL UTILITY COMPANY. •�'!LcSt� 2. AC POWER ENCLOSURE. 200 AMP, 240/12OV, 10, 3W W/ GROUND. 20OA/2P MAIN CIRCUIT BREAKER. \O••'��•R 3. ALL EQUIPMENT SHALL BE GROUNDED PER LATEST EDITION OF NEC AND AS INDICATED. 0 4. ELECTRICAL EQUIPMENT SHALL BE MIN. S—O" FROM ANY STRUCTURE AND AS REQUIRED BY LOCAL co UTILITY COMPANIES AND AHJ. 47849 ma)_ 5. CONTRACTOR MUST LABEL ALIKE BREAKERS IN POWER CABINET. 6. REFER TO ACTUAL EQUIPMENT DRAWINGS. �� �• I' -T PPC DETAIL No SCALE 1 LARGE DELTA SITE SUPPORT CABINET DETAIL No SCALE 2 Al- RUBBER CONDUIT SLEEPER BLOCK (DURA—BLOCK) RQ MANUFACTURER: COOPER INDUSTRIES CONTRACTOR TO INSTALL ALL ROOFTOP CONDUIT ON COOPER MODEL: DB10 (OR APPROVED EQUAL) INDUSTRIES RUBBER CONDUIT SLEEPER BLOCK (DURA—BLOCK) DRAWING NOTICE: IM/N; DB10, D8610, OR APPROVED EQUAL. WEIGHT: 5.28 Lbs. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T-MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T-MOBILE. REVISIONS. DESCRIPTION DATE BY REV 2„ I _ - PRO ND£D UN/STRUT RE\ASED/ISSUED FOR CONSTRUCTION 05/20/19 ESO 2 ISSUED FOR CD FOR CONSTRUCTION 05/09/19 ESO 1 ISSUED FOR CONSTRUCTION 04/23/19 ESO 0 r_ ----- T-MOBILE SITE NAME -------------------------- CLEAR CREEK DENVER T-MOBILE SITE #: DN02362A 6" 9.6" (TYP.) RUBBER CONDUIT SITE ADDRESS SLEEPER BLOCK FRONT VIEW SIDE VIEW 4251 KIPLIN EET WHEAT RID CCPU033 SHEET DESCRIPTION. EQUIP NT & MOUNTINGNIeMMMvisc SHEET NUMBER A-10 CONDUIT SLEEPER DETAIL NO SCALE 3 NOT USED NO SCALE 4 AHLOA (600?OOMhz Dual Band) o>� 6772N R4 NSD •,,vRh LTE AWS+PCS+800•700 and GSM PLUMBING DIAGRAM AAFIA LTE AWS+PCS (Alpha Seder) II , II , li AMB r1 1 �egn,a A%UTE Am itt 6 ces urm WI upas am" AWS VMq • PLANS PREPARED BY: INFINIGY08' ENGINEERING, PLLC 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ENGINEERING LICENSE: TOPMEW DRAIAANG NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV REMSED/ISSUED FOR CONSTRUCTION 05/20/19 ESO 2 REYISED/ISSUED FOR CONSTRUCTION 05/09/19 ESO 1 ISSUED FOR CONSTRUCTION 04/23/19 ESO 0 T -MOBILE SITE NAME. CLEAR CREEK DENVER T -MOBILE SITE # DN02362A SITE ADDRESS: 4251 KIPLING WHEAT RID CO 8003 City of SHEET DESCRIPTION PI.i yWj Ridge I [ SHEET NUMBER:— e NO SCALE 1 L , 1 F • oMnb&l T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 • PLANS PREPARED BY: INFINIGY08' ENGINEERING, PLLC 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ENGINEERING LICENSE: TOPMEW DRAIAANG NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV REMSED/ISSUED FOR CONSTRUCTION 05/20/19 ESO 2 REYISED/ISSUED FOR CONSTRUCTION 05/09/19 ESO 1 ISSUED FOR CONSTRUCTION 04/23/19 ESO 0 T -MOBILE SITE NAME. CLEAR CREEK DENVER T -MOBILE SITE # DN02362A SITE ADDRESS: 4251 KIPLING WHEAT RID CO 8003 City of SHEET DESCRIPTION PI.i yWj Ridge I [ SHEET NUMBER:— e NO SCALE 1 L , 1 GENERAL NOTES: 1. THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE LATEST VERSION OF APPLICABLE LOCAL/STATE/COUNTY/C[TY BUILDING CODES, AS WELL AS ANSI/TIA-222 STANDARD, AWWA-D100 STANDARD, NDS, NEC, MSJC, AND/OR THE LATEST VERSION OF THE INTERNATIONAL BUILDING CODE, UNLESS NOTED OTHERWISE IN THE CORRESPONDING STRUCTURAL REPORT. 2. ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD CONSTRUCTION PRACTICE. 3. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS EXPERIENCED IN SIMILAR CONSTRUCTION. 4. ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS. IF OBSTRUCTIONS ARE FOUND, CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD PRIOR TO CONTINUING WORK. 5. ANY CHANGES OR ADDITIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND SPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSE SHOWN. ALL CHANGES OR ADDITIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND/OR CONSTRUCTION. 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS SHORING, BRACING, TEMPORARY SUPPORTS, ETC. NECESSARY TO PROVIDE A COMPLETE AND STABLE STRUCTURE DURING CONSTRUCTION. TIA-1019-A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE DESIGNS MEETING TIA STANDARDS. THE ENGINEER OF RECORD MAY PROVIDE FORMAL RIGGING PLANS AT THE REQUEST AND EXPENSE OF THE CONTRACTOR. 7. INSTALLATION SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR FROM ANY EXISTING OR PROPOSED OPERATIONAL AND SAFETY EQUIPMENT. 8. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATION. CONTACT INFINICY ENGINEERING IF ANY DISCREPANCIES EXIST. STEEL CONSTRUCTION NOTES: 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION, FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS. 2. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES, AND GROUND SURFACES WHERE EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS, RECOMMENDATIONS. 3. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD HOLES, AS DEFINED BY AISC, UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. 5. ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES: • ANGLES, CHANNELS, PLATES AND BARS TO BE A36. Fy=36 KSI, U.N.O. • W SHAPES TO BE A992. Fy=50 KSI, U.N.O. • RECTANGULAR HSS TO BE A500, GRADE B. FY=46 KSI, U.N.O. • ROUND HSS TO BE A500, GRADE B. FY=42 KSI, U.N.O. • STEEL PIPE TO BE A53, GRADE B. Fy=35 KSI, U.N.O. • BOLTS TO BE A325 -X. Fu=120 KSI, U.N.O. • U -BOLTS AND LAG SCREWS TO BE A307 GR A. Fu=60 KSI, U.N.O. 6. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES, U.N.O. 7. ALL WELDING SHALL CONFORM TO AISC AND AWS D1.1 LATEST EDITION. 8. ALL HILT] ANCHORS TO BE CARBON STEEL, U.N.O. • MECHANICAL ANCHORS: KWIK BOLT -TZ, U.N.O. • CMU BLOCK ANCHORS: ADHESIVE - HY120, U.N.O. • CONCRETE ANCHORS: ADHESNE - HY150, U.N.O. • CONCRETE REBAR: ADHESIVE - RE500, U.N.O. 9. ALL STUDS TO BE NELSON CAPACITOR DISCHARGE 1/4--20 LOW CARBON STEEL COPPER -FLASH AT 55 KSI ULT/50 KSI YIELD, U.N.O. 10. BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT- CONDITION AS DEFINED BY AISC. 11. MINIMUM EDGE DISTANCES SHALL CONFORM TO AISC TABLE J3.4. CONCRETE CONSTRUCTION NOTES: 1. CONCRETE TO BE 4000 PSI ® 28 DAYS. REINFORCING BAR TO CONFORM TO ASTM A615 GRADE 60 SPECIFICATIONS. CONCRETE INSTALLATION TO CONFORM TO ACI -318 BUILDING REQUIREMENTS FOR REINFORCED CONCRETE. ALL CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH FREE OF WATER AND ALL FOREIGN OBJECTS AND MATERIALS. A MINIMUM OF THREE INCHES OF CONCRETE SHALL COVER ALL REINFORCEMENT. WELDING OF REBAR IS NOT PERMITTED. 2. EXISTING CONCRETE SURFACES THAT ARE TO BE IN CONTACT WITH NEW PROPOSED CONCRETE SHOULD BE WIRE BRUSHED CLEAN AND TREATED WITH APPROPRIATE MECHANICAL SCRATCH COAT AND REPAIR MATERIALS OR APPROPRIATE CHEMICAL METHODS SUCH AS THE APPUCATION OF A BONDING AGENT, EX. SAKRETE OR EQUIVALENT, TO ENSURE A QUALITY BOND BETWEEN EXISTING AND PROPOSED CONCRETE SURFACES. FIBER REINFORCED POLYMER (FRP) NOTES: 1. FRP PLATES, SHAPES, BOLTS AND NUTS (STUD/NUT ASSEMBLIES) SHALL CONFORM TO ASTM D638, 695, 790. PLATES AND SHAPES TO BE FY = 5.35 KSI LW (SAFETY FACTOR OF 8), .945 KSI CW (SAFETY FACTOR OF 8) MIN, 2. IF FIELD FABRICATION IS REQUIRED, ALL CUT EDGES AND DRILLED HOLES TO BE SEALED USING VINYL ESTER SEALING KIT SUPPLIED BY THE MANUFACTURER. 3. ALL FASTENERS TO BE 1/2- DIA FRP THREADED ROD WITH FIBER REINFORCED THERMOPLASTIC NUT, SPACED AT 12 INCHES ON CENTER MAXIMUM, U.N.O., FOR PANELS AND AS DESIGNED FOR STRUCTURAL MEMBERS. 4. THE COLOR AND SURFACE PATTERN OF EXPOSED FRP PANELS SHALL MATCH THE EXTERIOR OF THE EXISTING BUILDING, U.N.O. 5. STUD/NUT ASSEMBUES SHOULD BE LUBRICATED FOR INSTALLATION 6. ENSURE BEARING SURFACES OF THE NUTS ARE PARALLEL TO THE SURFACES BEING FASTENED. 7. TORQUE BOLTS ACCORDING TO THE FOLLOWING TABLE: 8. WHEN TIGHTENING FRP STUD/NUT ASSEMBUES, WRENCHES MUST MAKE FULL CONTACT WITH ALL NUT EDGES. A STANDARD SIX POINT SOCKET IS RECOMMENDED. 9. STUD/NUT ASSEMBUES SHOULD BE BONDED BY APPLYING BONDING AGENT TO ENTIRE NUT AND EXPOSED STUD. 10. ALL FRP MATERIALS TO BE PROVIDED BY FIBERGRATE COMPOSITE STRUCTURES, DALLAS TX, OR APPROVED EQUAL 11. ALL FRP SHAPES TO BE DYNAFORM PULTRUDED STRUCTURAL SHAPES. 12. ALL FRP PLATES TO BE FIBERPLATE MOLDED FRP PLATE. 13. ALL FRP PANELS TO BE FIBERPLATE CLADDING PANEL. 14. EACH FRP PANEL TO BE IDENTIFIED WITH LARR#25536 AND FIBERGRATE COMPOSITE STRUCTURAL LABEL. 15. FRP MATERIAL TO BE CLASSIFIED AS CC1 OR BETTER, AND HAVE MAXIMUM FLAME SPREAD OF 50. 16. ALL DESIGN AND CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH LOS ANGELES RESEARCH REPORT RR25536, DATED FEBRUARY 1, 2016. 17. SPECIAL INSPECTIONS MUST BE PROVIDED FOR ALL FRP INSTALLMENTS. SEE SPECIAL INSPECTION SECTION, THIS SHEET. RATIO OF EDGE DISTANCE TO FRP INSTALLATION TORQUE TABLE SIZE ULTIMATE TORQUE STRENGTH RECOMMENDED MAXIMUM INSTALLATION TORQUE 3/8-16 UNC 8 FT -LBS 4 FT -LBS 1/2-13 UNC 18 FT -LBS 8 FT -LBS 5/8-11 UNC 35 FT -LBS 16 FT -LBS 3/4-10 UNC 50 FT -LBS 24 FT -LBS 1-8 UNC 110 FT -LBS 50 FT -LBS 8. WHEN TIGHTENING FRP STUD/NUT ASSEMBUES, WRENCHES MUST MAKE FULL CONTACT WITH ALL NUT EDGES. A STANDARD SIX POINT SOCKET IS RECOMMENDED. 9. STUD/NUT ASSEMBUES SHOULD BE BONDED BY APPLYING BONDING AGENT TO ENTIRE NUT AND EXPOSED STUD. 10. ALL FRP MATERIALS TO BE PROVIDED BY FIBERGRATE COMPOSITE STRUCTURES, DALLAS TX, OR APPROVED EQUAL 11. ALL FRP SHAPES TO BE DYNAFORM PULTRUDED STRUCTURAL SHAPES. 12. ALL FRP PLATES TO BE FIBERPLATE MOLDED FRP PLATE. 13. ALL FRP PANELS TO BE FIBERPLATE CLADDING PANEL. 14. EACH FRP PANEL TO BE IDENTIFIED WITH LARR#25536 AND FIBERGRATE COMPOSITE STRUCTURAL LABEL. 15. FRP MATERIAL TO BE CLASSIFIED AS CC1 OR BETTER, AND HAVE MAXIMUM FLAME SPREAD OF 50. 16. ALL DESIGN AND CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH LOS ANGELES RESEARCH REPORT RR25536, DATED FEBRUARY 1, 2016. 17. SPECIAL INSPECTIONS MUST BE PROVIDED FOR ALL FRP INSTALLMENTS. SEE SPECIAL INSPECTION SECTION, THIS SHEET. RATIO OF EDGE DISTANCE TO FRP FASTENER DIAMETER RANGE RECOMMENDED EDGE DISTANCE - CL* BOLT TO END 2.0-4.0 3.0 EDGE DISTANCE - CL* BOLT TO SIDE 1.5-3.5 2.5 BOLT PITCH - CLO TO CL* 4.0-5.0 5.0 WOOD CONSTRUCTION NOTES: 1. ALL EXISTING WOOD SHAPES ARE ASSUMED TO BE DOUGLAS FIR -LARCH WITH A REFERENCE DESIGN BENDING VALUE OF 1000 PSI MIN. 2. ALL PROPOSED WOOD SHAPES ARE TO BE DOUGLAS FIR -LARCH WITH A REFERENCE DESIGN BENDING VALUE OF 1000 PSI MIN. U.N.O. 3. ALL EXISTING AND PROPOSED GLUED LAMINATED TIMBERS ARE TO BE 24F -1.8C DOUGLAS FIR BALANCED WITH A REFERENCE DESIGN BENDING VALUE OF 2400 PSI MIN. U.N.O. MASONRY CONSTRUCTION NOTES: 1. ALL BRICK TO BE 1500 PSI MIN. REINFORCING BAR (IF APPLICABLE) TO CONFORM TO ASTM A615 GRADE 60 SPECIFICATIONS. ALL MORTAR TO BE 2000 PSI MIN. -FOR INTERIOR/ABOVE GRADE APPLICATIONS TYPE N MORTAR HAVING MINIMUM MODULUS OF RUPTURE OF 100 PSI SHALL BE USED. FOR EXTERIOR/BELOW GRADE APPUCATIONS TYPE M OR S MORTAR HAVING A MINIMUM MODULUS OF RUPTURE OF 133 PSI. • BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 2. ALL CMU TO BE 1500 PSI MIN. REINFORCING BAR (IF APPUCABLE) TO CONFORM TO ASTM A615 GRADE 60 SPECIFICATIONS. ALL MORTAR TO BE 2000 PSI MIN. • FOR INTERIOR/ABOVE GRADE APPLICATIONS, TYPE N MORTAR HAVING MINIMUM MODULUS OF RUPTURE OF 64 PSI SHALL BE USED FOR UNGROUTED BLOCKS, AND 158 PSI FOR FULLY GROUTED BLOCKS. -FOR EXTERIOR/BELOW GRADE APPLICATIONS TYPE M OR S MORTAR HAVING A MINIMUM MODULUS OF RUPTURE OF 84 PSI SHAD. BE USED FOR UNGROUTED BLOCKS, AND 163 PSI FOR FULLY GROUTED BLOCKS. • BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. TOWER PLUMB dl: TENSION NOTES: 1. PLUMB AND TENSION TOWER UPON COMPLETION OF STRUCTURAL MODIFICATIONS DETAILED IN THESE DRAWINGS. 2. RETENSIONING OF EXISTING GUY WIRES SHALL BE PERFORMED AT A TIME WHEN THE WIND VELOCITY IS LESS THAN 10 MPH AT GROUND LEVEL AND WITH NO ICE ON THE STRUCTURE AND GUY WIRES. 3. PLUMB THE TOWER WHILE RETENSIONING THE EXISTING GUY WIRES. THE HORIZONTAL DISTANCE BETWEEN THE VERTICAL CENTERUNES AT ANY TWO ELEVATIONS SHALL NOT EXCEED 0.25% OF THE VERTICAL DISTANCE BETWEEN TWO ELEVATIONS FOR LATTICED STRUCTURES. 4. THE TWIST BETWEEN ANY TWO ELEVATIONS THROUGHOUT THE HEIGHT OF A LATTICE STRUCTURE SHALL NOT EXCEED 0.5 DEGREES IN 10 FEET. THE MAXIMUM TWIST OVER THE LATTICE STRUCTURE HEIGHT SHALL NOT EXCEED 5 DEGREES. SPECIAL INSPECTIONS NOTES: 1. A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER AND APPROVED BY THE JURISDICTION, SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH THE THE GOVERNING BUILDING CODE, APPLICABLE SECTION(S) AS REQUIRED BY PROJECT SPECIFICATIONS FOR THE FOLLOWING CONSTRUCTION WORK: a. STRUCTURAL WELDING (CONTINUOUS INSPECTION OF FIELD WELDS ONLY). b. HIGH STRENGTH BOLTS (PERIODIC INSPECTION OF A325 AND/OR A490 BOLTS) TO BE TIGHTENED PER "TURN -OF -THE -NUT- METHOD. c. MECHANICAL AND EPDXIED ANCHORAGES. d. FIBER REINFORCED POLYMER. -THE SPECIAL INSPECTOR MUST VERIFY THAT THE FRP MATERIAL SPECIFIED ON THE APPROVED DESIGN DOCUMENTS IS BEING INSTALLED. -THE SPECIAL INSPECTOR MUST VERIFY THAT ALL CUT EDGES AND DRILLED HOLES ARE PROPERLY SEALED USING A VINYL ESTER SEALING KIT SUPPUED BY THE MANUFACTURER. • THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT IN ACCORDANCE WITH THE APPROVED DESIGN DOCUMENTS. 2. THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING DEPARTMENT, THE ENGINEER OF RECORD, AND THE OWNER UNLESS THE FABRICATOR IS APPROVED BY THE BUILDING OFFICIAL TO PERFORM WORK WITHOUT THE SPECIAL INSPECTIONS. III. 11'lll! I:1�H17/:1:711�:P.[e1���79] < > A NOT TO ENCROACH ON BOLT HOLE - PLANS PREPARED FOR: 5 T IIS } K � 1''../� SIS sl�Ll� I�' .S�•Y� T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 INFINIGY2 FROM ZERO TO INFINIGY the solutions are endless 1490 West 121st Ave, Suite 101 Westminster, CO 80234 Office # (303) 219-1178 Fax # (303) 242-8636 JOB NUMBER 4114-CDD01-8 - ENGINEERING LICENSE: )NAl- - DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. DESCRIPTION APP -D DATE BY REV ISSUED FOR REWEW Aj 12/26/18 BE 0 ISSUED FOR RENEW JRJ 03/11/19 BE 1 ISSUED FOR RENEW d2J 05/17/19 BE 2 T -MOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE #: DN02362A SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SHEET DESCRIPTION: GENERAL NOTES - SHEET NUMBER 1 S1 rrtvrvxri i—nrtiwtc SCE WALL h AWENNA FRAME S6 S8 (GAMMA SECTOR) SITE PLAN -- SCALE: NOT TO SCALE TRACTOR TO REED VERIFY OF THE PARAPET. R TO INSTALL FRP AGAINST THE PARAPET. T—MOBILE 4LL & ANTENNA FRAME TOIRJ 1 , S4 S8 YL bYKtVAK UFVK: 9F0 0, ' o T -MOBILE WEST v 18400 E 22ND AVE. AURORA, CO 80216 INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless 1490 West 121st Ave, Suite 101 Westminster, CO 80234 Office # (303) 219-1178 Fax # (303) 242-8636 JOB NUMBER 4114-CM01-B ENGINEERING LICENSE: POO L/C� v 2 Lli DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. KtVW—b: DESCRIPTION APP'D DATE BY REV ISSUED FOR RENEW JRJ 12/26/18 BE 0 ISSUED FOR REVIEW ,RJ 03/11/19 BE 1 ISSUED FOR REMEW JRJ 05/17/19 BE 2 T -MOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE #: DN02362A SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SHEET DESCRIPTION: SITE PLAN SHEET NUMBER: S2 e PROPOSED MODIRCA77ON TO EAMING SCREEN WALL (TYP OF 2 LOCA AONS) 0 n NOTE EXISTING FRP SCREEN WALL NOT SHONN FOR CLARITY 0 I 2'-6' 6' I PROPOSED STAIRS ADVANCED SUPPORT PRODUCTS S12 PART/ A -W3626 6'6' I X-0' PLAN VIEW -- SCALE: NOT TO SCALE 9-1 112- 4'-6 3/4' 4'-6 3/4' EXIS17NG CHANNEL C3x5 (TYP) PROPOSED CABINET e S9 PROPOSED ANQCE L3x3x1/4' (TVP) PROPOSED ANGLE CLIP L3x3x1/4' CONNECTED WIN (1) 1/2' DIA A307 THROUGH BOLT /N EACH DIRECTION (TYP) L EXIS77NG W10x30 0 PROPOSED ANGLE L2x2x1/4' CONNECTED ON EACH END 1NTH (1) A307 THROUGH BOLT (TYP) 4 o o PROPOSED ANGLE CLIP L3x3x1/4' CONNECTED WIN (1) A307 THROUGH BOLT (TYP) SCREEN WALL ELEVATION -- SCALE: NOT TO SCALE I EXIS77NG SCREEN WALL EXISTING CHANNEL C3x5 (TYP) ruins rnerrincu 0 run: 13lkbfle T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 PLANS PREPARED BY: INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless 1490 West 121st Ave, Suite 101 Westminster, CO 80234 Office # (303) 219-1178 Fax # (303) 242-8636 JOB NUMBER 4114-CDD01-B - DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. - REVISIONS: DESCRIPTION APP'D DATE BY REV ISSUED FOR REVIEW JRJ 12/26/18 BE 0 ISSUED FOR RENEW JRJ 03/11/19 BE i ISSUED FOR RENEW JRJ 05/17/19 BE 2 - T -MOBILE SITE NAME: CLEAR CREEK DENVER - T -MOBILE SITE t!: DN02362A - SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, CO 80033 • SHEET DESCRIPTION: PLATFORM MODIFICATIONS • SHEET NUMBER: S3 SS z C �_ or OA t— C 4'-0' s n• 4'-4 5/8" 4'-4 5/8" 4'-4 5/8' 4'4 5/8' 4'-4 5/8" A of'_�f• (PLAN VIEW DSCALE: NOT TO SCALE 21'-11' B PROPOSED PER77CAL A500 HSS 40318- (7-W OF 2) PROPOSED DIAGONAL A500 HSS 4x4x3/8' (TYP) PROPOSED HORIZONTAL FRP HSS 40318- (TYP) PROPOSED FRP HSS 4x4x3/8' CONNECTED ON EACH END WITH (1) 3/4' DIA A325 THROUGH BOLT (TYP) PROPOSED WR77CAL FRP HSS 4x4x3/8' (T)P OF 8) SECTION A—A -- SCALE: NOT TO SCALE )POSED HORIZONTAL FRP HSS 003/8' (TYP) POSED 1/4' 7HICK FRP SCREEN WALL (TYP) POSED WR77CAL FRP HSS 4x4x3/8' (7YP) POSED FRP ANGLE CLIP L4x4x3/8" NECTED W17H (2) 1/2" DIA FRP 70121 BOLTS (TYP) POSED HORIZONTAL FRP HSS 40318- (TYP) POSED FRP HSS 4x40/8" NECTED ON EACH END WITH (1) 3/4' FRP THROUGH BOLT (T)P) POSED HORIZONTAL A500 HSS 4x4x3/8' (TYP) POSED A500 HSS 4x4x3/8; " LONG (T)P THIS FACE) PLANS PREPARED FOR: NI:..:Cm `I�o'b�lrsl�l T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 - PLANS PREPARED BY: INFINIGYR FROM ZERO TO INFINIGY the solutions are endless 1490 West 121st Ave, Suite 101 Westminster, CO 80234 Office # (303) 219-1178 Fax # (303) 242-8636 JOB NUMBER 4114-COOOI-B ENGINEERING LICENSE: 6PoO L�o�� QSTF�r I _+ , DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION APP'D DATE BY REV ISSUED FOR RENEW JRJ 12/26/18 BE 0 ISSUED FOR REMEW JRJ 03/11/19 BE 1 ISSUED FOR REMEW JRJ 05/17/19 BE 2 -MILSITE NAME: CLEAR CREEK DENVER rT MOBILE SITE #: DN02362A SITE ADDRESS: 425 fWJPLING STREET WHEAT RIDGE, CO 80033 ALPHA & TBETA SECTOR SCREEN WALL DESIGN SHEET NUMBER: S4 4'-4 5/8' 4'-4 5/8" 2'-2 1/4' 2'2 1/4" 4-4 5/8' 4'-4 5/8' S10 — -- — — — — — — — — — — — — — -- — — — — — — -- — — — — — — -- — — — — 1 1 of lot / 2 ojjo .I i I I �.— I— oljo LLLLL L of LLLLLLL�LLI0. I -LL L S11 I 59 I I I/ S10 l 'ry lot 6 I I I _LLLLLLLLL PRI lou LLLLLLLL Iol PRI - I .-------- I :---------- I - ---- . I ------- -- LLLLLioi PRI 9LL ioi --- II LLi01 II Sg II II II II L PRI N N I I I I I GO I )_LLL IoI o THA 1 I CPMN 7", I ) I I 9 \\ I,I I I S9II I I PRt lotI i------- l l -- — I— I I -- I------- i o1 Col I.------- I i — ----- — I -------- -- — ---- ------- DIA -------- �o� °I 3 I 6 v 0 I I I I I I I I S11 I I S1Q I I I PR( N I o i 101 ot o f I , I I I l i li ° I i 1 i : lot PR( i lot ----- 00 \ / •5 6 \ °o S10 EXIS71NG ROG SECTION A—A -- SCALE: NOT TO SCALE )POSED HORIZONTAL FRP HSS 003/8' (TYP) POSED 1/4' 7HICK FRP SCREEN WALL (TYP) POSED WR77CAL FRP HSS 4x4x3/8' (7YP) POSED FRP ANGLE CLIP L4x4x3/8" NECTED W17H (2) 1/2" DIA FRP 70121 BOLTS (TYP) POSED HORIZONTAL FRP HSS 40318- (TYP) POSED FRP HSS 4x40/8" NECTED ON EACH END WITH (1) 3/4' FRP THROUGH BOLT (T)P) POSED HORIZONTAL A500 HSS 4x4x3/8' (TYP) POSED A500 HSS 4x4x3/8; " LONG (T)P THIS FACE) PLANS PREPARED FOR: NI:..:Cm `I�o'b�lrsl�l T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 - PLANS PREPARED BY: INFINIGYR FROM ZERO TO INFINIGY the solutions are endless 1490 West 121st Ave, Suite 101 Westminster, CO 80234 Office # (303) 219-1178 Fax # (303) 242-8636 JOB NUMBER 4114-COOOI-B ENGINEERING LICENSE: 6PoO L�o�� QSTF�r I _+ , DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION APP'D DATE BY REV ISSUED FOR RENEW JRJ 12/26/18 BE 0 ISSUED FOR REMEW JRJ 03/11/19 BE 1 ISSUED FOR REMEW JRJ 05/17/19 BE 2 -MILSITE NAME: CLEAR CREEK DENVER rT MOBILE SITE #: DN02362A SITE ADDRESS: 425 fWJPLING STREET WHEAT RIDGE, CO 80033 ALPHA & TBETA SECTOR SCREEN WALL DESIGN SHEET NUMBER: S4 9'--4' PROPOSED 1/4' THICK FRP SCREEN WALL (TYP) PROPOSED FRP HSS 4x4x3/8- CONNECTED ON EACH END WITH (1) 3/4' DIA fRP THROUGH BOLT (TYP) PROPOSED WR77CAL A500 HSS 4x4x3/8- (TYP) PROPOSED HORIZONTAL fRP HSS 003/8- (T)P) PROPOSED WR77CAL FRP HSS 4x4x3/8- (TYP) PROPOSED HORIZONTAL A500 HSS 4x4x3/8- (TYP) PROPOSED FRP ANGLE CLP L4x4x1/2' CONNECTED WTH (2) 1/2' DIA FRP THROUGH BOLTS (TYP) c PROPOSED A500 HSS 003/8, 1=2' LONG (T)P) 'EXISANG ROOF z � s,o SECTION B—B -- SCALE: NOT TO SCALE 4t -O' 2 S10 3 SECTION F—F -j SCALE: NOT TO SCALE PROPOSED 3/8' A36 PLATE CONNECTED WTH (5) 1/2' 01A AM7 THROUGH BOLTS (CON 7RACTOR TO CUT PLATE TO MATCH) PROPOSED LERTICAL A500 HSS 003/8" (TYP) PROPOSED DIAGONAL A500 HSS 4x4x3/8" (TYP) PROPOSED HORIZONTAL A500 HSS 4x4x3/8" (TYP) PROPOSED 3/8- A36 PLA IE CONNECTED )NTH (4) 1/2' OIA A307 THROUGH BOLTS (CONTRACTOR TO CUT PLATE TO MATCH) (T)P OF BOTH SIDES OF HSS) PROPOSED A500 HSS 4x4x3/8-, 1'-2" LONG (TIP) 400F 9=41* 4'--8' 4 8' 3 _ S10 \ ELLL LL L LLL —7fol "LL Sq of to LLLLL LLLLL I 2 6 �I PROPOSED 1/4' THICK fRP SCREEN WALL (TYP) -DOLL LI I I S9 fol ry 10i x3/8" ---------: ! (-------... WTH ! fol (T)p) s9 � fol \ ,o!\ a (T)'P) ------ - ! I ---- --! ------- - I f7 \ ioI (T),P) 9 (T)p) 59 II fol N (T)p)-------�-� i �-----� D�6 ! I 511 ! x1/2' o 5 ` oFRP �) o I \ S10 / N 101 L 7YP EXISTING ROOF 1 PROPOSED fRP HSS L4x4 CONNECTED ON EACH END (1) 3/4' DIA fRP THROUGH BOLT PROPOSED 1,ER77CAL A500 HSS 4x4x3/8' PROPOSED HORIZONTAL FRP HSS 4x4x3/8- PROPOSED VERTCAL FRP HSS 4x4x3/8- PROPOSED HORIZONTAL A500 HSS 4x4x3/8" PROPOSED FRP ANGLE CUP L4x4 CONNECTED WTH (2) 1/2' DI THROUGH BOL TS PROPOSED A500 HSS 4x4 1 �-2' LONG PROPOSED 3/8" A36 PLATE CONNECTED KITH (5) 1/2' DLA A307 THROUGH BOLTS (CONTRACTOR TO CUT PLATE TO MATCH) PROPOSED bERVCAL A500 HSS 4x4x3/8" (TYP) PROPOSED DIAGONAL A500 HSS 043/8' (T)P) PROPOSED HORIZONTAL A500 HSS 003/8- (TYP) PROPOSED J/8' A36 PLATE CONNECTED W7H (4) 1/2' DIA A307 THROUGH BOLTS (CONTRACTOR TO CUT PLATE TO MATCH) (TYP OF BOTH SIDES OF HSS) PROPOSED A500 HSS 4x4x3/8' 1'-2' LONG (T)P) EXIST 2 SECTION C—C -- SCALE: NOT TO SCALE 4'-0' 4 SECTION G—G -- SCALE: NOT TO SCALE - PLANS PREPARED FOR. T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 INFINIGY9 FROM ZERO TO INFINIGY the solutions are endless 1490 West 121st Ave, Suite 101 Westminster, CO 80234 Office # (303) 215-1178 Fax # (303) 242-8636 JOB NUMBER 4114-CODO1-8 - DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. MION APP'D DATE BY REV W JRJ 12/26/18 BE 0 W ,RJ 03/11/19 BE 1 EW JRJ 05/17/19 BE 2 T -MOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE #: DN02362A r1DRESS. 251 KIPLING STREET EATXdDGE, CO 80033 hea HEET DESCRIPTION: ALPHA & BETA SECTOR SCREEN WALL DESIGN - SHEET NUMBER: S5 - PLANS PREPARED FOR: 13 2 S7 T -MOBILE WEST 18400 E 22ND AVE. E PROPOSED VER77CAL A500 HSS 443/8- (TYP OF 6) II II I1 II + 1 1 -PROPOSED HORIZONTAL A500 HSS 443/8- (TYP) II Ilk !ll 11 I Q00 g h II � �- II 1 1 PROPOSED FRP ANGLE CLIP L6x6x1/2- 1 1 CONNECTED WTH (2) 1/2- DIA FRP I I THROUGH BOLTS (TYP) 1 1 PROPOSED FRP HSS 443/8 - CONNECTED ON EACH END WTH (1) 1 1 3/4- DIA FRP THROUGH BOLT II C (TYP OF TDP LK) •_ I � II II N �I 1 1 II I 1 PROPOSED HORI FRP HSSTAL 0 4x4x3/8' (TYP) 1 1 PROPOSED FRP HSS 443/8" CONNECTED ON EACH END i)NTH (1) I I 3/4- DTA FRP THROUGH BOLT 2 I I (TYP OF TOW 2 LKS) � O II � 1 1 PROPOSED fRP HSS 44318 - PROPOSED KR77CAL CONNECTED ON EACH END WTH (1) 0 FRP HSS 443/8 3/4- DIA FRP THROUGH BOLT II (T)P OF 5) (TYP OF TOP LK) II II o II + II 1) 0 0 0 — — _ — E- 4-5 4-5 1/4- 4'-5 1/4" 4'-5 1/4' 4'-5 1/4' 4-5 1/4' E 13'-3 518' 8'-10 3/8' D (TO FRP HSS END) (TO A500 HSS END) D 1 22 =2' L S7 PLAN VIEW q13U1 SCALE: NOT TO SCALE' - PLANS PREPARED FOR: 13 13Mob& 13 T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless 1490 West 121st Ave, Suite 101 Westminster, CO 80234 Office # (303) 219-1178 Fax # (303) 242-8636 JOB NUMBER 4114-C0001-8 OQ 01 O �c`c 4 O� • �Lv �SZONAL E��G — DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. n DESCRIPTION APP'D DATE BY REV ISSUED FOR REMEW JRJ 12/26/18 BE 0 ISSUED FOR REMEW JRJ 03/11/19 BE 1 ISSUED FOR REMEW JItJ 05/17/19 BE 2 T -MOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE #: DN02362A SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SHEET DESCRIPTION: GAMMA SECTOR SCREEN WALL DESIGN SHEET NUMBER: S6 PROPOSED HORIZONTAL FRP HSS 4,4x3/8' (TYP OF 1 THIS L K) PROPOSED HORIZONTAL FRP HSS 4x4,3/8' (T)P OF 3 THIS L it 3 LKS TOTAL) PROPOSED FRP ANGLE CUP L4x4x1/2' CONNECTED WTH (2) 1/2' D/A FRP THROUGH BOL TS (TYP) - 22'-2' PROPOSED 1/4' THICK FRP SCREEN WALL (TYP) DSECTION D -D SCALE: NOT TO SCALE S10 20-I' )POSED HORIZONTAL A500 HSS 04318- P OF 1 THIS L K) POSED 1/4' THICK FRP SCREEN WALL (TYP) )POSED HORIZONTAL A500 HSS 44018- 0 OF 2 THIS L A. 3 L AS TOTAL) )POSED WR71CAL A500 HSS 4x4x3/8" (T)P) MSED HORIZONTAL A500 HSS 4x03/8' D ALL THIS L K) 8-O 3/8' 12'-0 5/8' 13'--3 5/8" 8'-10 J/27- (70 A500 HSS END) (70 FRP HSS END) (70 FRP HSS END) 4'-0 1/4' (TO A500 HSS END) 4'-0 1/4' 4'-0 1/4' 4!-0 1/4' 4'-5 1/4' 4'-5 1/4" 4'5 1/4' 4'-5 1/4" 4'-5 1/4' — — — — — — — — — — — — — — — -- — — — — — -- -- — — — — — — — -- 1 `\ 3 S10 \ PROPOSED HORIZONTAL -- / PROPI -------- -------------- ---------- ---- — 1 S9 I i S11 w �o 1 \1\-S?1 lui / i I °I i° 7 i°I 1 S9 I \�� \ / S�0 \ / ------ ------ I ------ S11 _LLLL LLL PRI PROPOSED HORIZONTAL I Lv I — — oI l0 6I PROPI I I 0 LLLLLLLL (TY I 9 I I II. ioi --------.II.-------- i i II --------- ------- ------- PROPOSED FRP ANGLE L -LLL PIT! PROM 11 LLLLLL 3 LKS TOTAL) / S9 PROPOSED VER77CAL FRP HSS 4,4x3/8' (TYP) EACH END WTHH(1 3/�D/A -LLLLL�� LLLLLLL ------ H ----- 1 I ------ \ I I I I FRP THROU6H BOLT (TLP) L _ PR( f°I ------- I I ------- I I ---- ° --- (TY \lot I I 1 — / — — — — — — t t I oI PROPOSED FRP HSS I A500 HSS 4,4x3/8' — PRORI n 6 14,4x3/8' CONNECTED ON CONNI �o — 1,1 S9 I I 1 EACH END W7H (1) 3/4' DIA I 1 — — — — s S10 — — — — — — — 6 S10 PR( °. I 1 I I I I of i N �, 101 S10 FRP 7HR000H BOLT (TLP) 0 / \ PROPI 10, ° CONN! — S„ — — — — — 77 U PROPOSED A500 HSS( — — — — — — — — — — — — PR( TY, (TY -- — TYROL 1 1 1 I I f I PROPI o ( o 44018', 1'-2" LONG S 10 / N o / I I I I (Typ) 0 ------ ------ ----- \ s S10 1 EXIS77NC ROO PROPOSED 1/4' THICK FRP SCREEN WALL (TYP) DSECTION D -D SCALE: NOT TO SCALE S10 20-I' )POSED HORIZONTAL A500 HSS 04318- P OF 1 THIS L K) POSED 1/4' THICK FRP SCREEN WALL (TYP) )POSED HORIZONTAL A500 HSS 44018- 0 OF 2 THIS L A. 3 L AS TOTAL) )POSED WR71CAL A500 HSS 4x4x3/8" (T)P) MSED HORIZONTAL A500 HSS 4x03/8' D ALL THIS L K) )SED HORIZONTAL FRP HSS 4x4x3/8' OF 1 7H/S L K) )SED VERTCAL FRP HSS 003/8' (TYP) )SED HORIZONTAL fRP HSS 4,4x3/8" OF 3 THIS LVL, 3 LKS 70TAL) XSED FRP HSS 4x4x3/8' :CTED ON EACH END INTH (1) DIA FRP THROUGH BOLT (TLP) )SED HORIZONTAL A500 HSS 4,4x3/8' ALL THIS LK) )SED FRP ANGLE CUP L4 01/2' :CTED INTH (2) 1/2' DIA FRP ILL/ BOLTS (TYP) = A500 HSS 4x43/8, LONG (TYP) PLANS PREPARED FOR: T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 PLANS PREPARED BY: INFINIGY& FROM ZERO TO INFINIGY the solutions are endless 1490 West 121st Ave, Suite 101 Westminster, CO 80234 Office # (303) 219-1178 Fax # (303) 242-8636 JOB NUMBER 4114-COD01-8 ENGINEERING LICENSE: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION APP'D DATE BY REV ISSUED FOR RENEW JRJ 12/26/18 BE D ISSUED FOR REVIEW JRJ 03/11/19 BE 1 ISSUED FOR RENEW Ai 05/17/19 BE 2 7 -MOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE #: DN02362A r SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SHEET DESCRIPTION: GAMMA SECTOR SCREEN WALL DESIGN SECTIONE — E , SHEET NUMBER: -- SCALE: NOT TO SCALE ("17 8-O 3/8' 12'-0 5/8' (70 A500 HSS END) (70 FRP HSS END) 4'-0 1/4' 4'-0 1/4' 4'-0 1/4' 4'-0 1/4' 4!-0 1/4' — — — — — — — — — — — — — — — -- — — — — — -- -- — — — — — — — -- 1 `\ \ PROPOSED HORIZONTAL o, i o 2 0 / PROPI e / S10 / S10 A500 HSS 4,4x3/8' 1 1 S9 I i S11 it (TLP 1 lH/S LK) I 6 I I toI ------ ------ I ------ S9 0i _LLLL LLL PROPOSED HORIZONTAL I I I — — oI PROPI LLLLLLLL A500 HSS 4,4x3/8' I I 9 I I LLI (TLP OF 2 THIS LK, PROM 11 LLLLLL 3 LKS TOTAL) / S9 I I / 01\ (� ------ - ------ ----- 1 I ------ I I -------- IoI ioi PROPOSED VER77CAL I I �o A500 HSS 4,4x3/8' PRORI n Typ 1 () I I I°I CONNI — oI 3/4' — — — — s S10 — — — — — — — 6 S10 — — — — — — — S31 2 I I I I° °. I 1 I I I I of i PROA (TLP �, S10 i PROPI o° CONN! — — — --- -- — — — -- -- — -- — — --- -- — TYROL o PROPI ( EXIS77NG ROOF , )SED HORIZONTAL FRP HSS 4x4x3/8' OF 1 7H/S L K) )SED VERTCAL FRP HSS 003/8' (TYP) )SED HORIZONTAL fRP HSS 4,4x3/8" OF 3 THIS LVL, 3 LKS 70TAL) XSED FRP HSS 4x4x3/8' :CTED ON EACH END INTH (1) DIA FRP THROUGH BOLT (TLP) )SED HORIZONTAL A500 HSS 4,4x3/8' ALL THIS LK) )SED FRP ANGLE CUP L4 01/2' :CTED INTH (2) 1/2' DIA FRP ILL/ BOLTS (TYP) = A500 HSS 4x43/8, LONG (TYP) PLANS PREPARED FOR: T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 PLANS PREPARED BY: INFINIGY& FROM ZERO TO INFINIGY the solutions are endless 1490 West 121st Ave, Suite 101 Westminster, CO 80234 Office # (303) 219-1178 Fax # (303) 242-8636 JOB NUMBER 4114-COD01-8 ENGINEERING LICENSE: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION APP'D DATE BY REV ISSUED FOR RENEW JRJ 12/26/18 BE D ISSUED FOR REVIEW JRJ 03/11/19 BE 1 ISSUED FOR RENEW Ai 05/17/19 BE 2 7 -MOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE #: DN02362A r SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SHEET DESCRIPTION: GAMMA SECTOR SCREEN WALL DESIGN SECTIONE — E , SHEET NUMBER: -- SCALE: NOT TO SCALE ("17 - PLANS PREPARED FOR: T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 - PLANS PREPARED BY: INFINIGY2 FROM ZERO TO INFINIGY the solutions are endless 1490 West 121st Ave, Suite 101 Westminster, CO 80234 Office # (303) 219-1178 Fax # (303) 242-8636 JOB NUMBER 4114 -C0001 -B • ENGINEERING LICENSE: 0' t /C� O ,L 0" PS. 8r� U� V ' r, S -11JJ1 - DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. - REVISIONS: DESCRIPTION APP'D DATE BY REV ISSUED FOR REVIEW JRJ 12/26/18 BE 0 ISSUED FOR REWEW JRJ 03/11/19 BE 1 ISSUED FOR REMEW JRJ 05/17/19 BE 2 - T -MOBILE SITE NAME: CLEAR CREEK DENVER - T -MOBILE SITE #: DN02362A - SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SHEET DESCRIPTION: ANTENNA FRAME DESIGN ■ SHEET NUMBER: R S8 13'-0' 6" 1'-0" 3'-4' 3'-4' 3'-4' 1'-0' 6" PROPOSED 35' O.D. 40 SCHED PIPE (TLP) IF PROPOSED 4.5' O.D. 40 SCHED PIPE (TtP) 3 S10 io S9 PROPOSED giOSSOVFR PLATE SITE PRO 1 PART] SCX7-K (TLP) o PROPOSED 2.875' O.D. 40 SCHED PIPE (T)P) .1 PROPOSED CROSSOWR PLATE SITE PRO i PART] SCX45-K (TLP) PROPOSED DOUBLE ANGLE LL3x3x3/8' 1 CONNECTED ON EACH END INTH (1) 3/4" DIA A325 THROUGH BOLT 4 S9 PLAN VIEW -- SCALE: NOT TO SCALE 13' O" 6" 1'-0' 3'-4' 3'-4' 3=4' 1'-0' 6' no S9 O .�Q PROPOSED 35' O.D. 40 SCHED PIPE (TLP) PROPOSED CROSSOWR PLATE CaVUSCGWE PART] AP -3040 (TYP) PROPOSED C?OSSOPM PLATE COMMSCOPE PARTE XP -2530 (7)P) PROPOSED 2875' O.D. 40 SCHED PIPE (TLP) ,i 00 PROPOSED 4.5' O.D. 40 SCHED PIPE (T)P) Ll PROPOSED DOUBLE ANGLE LL3x3x3/8' CONNECTED ON EACH END INTH (1) 3/4' DIA A325 THROUGH BOLT � 4 \!Lo/ 1 / EXISTING ROOF Cit W hea Buitdin_ ELEVATION VIEW -j SCALE: NOT TO SCALE - PLANS PREPARED FOR: T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 - PLANS PREPARED BY: INFINIGY2 FROM ZERO TO INFINIGY the solutions are endless 1490 West 121st Ave, Suite 101 Westminster, CO 80234 Office # (303) 219-1178 Fax # (303) 242-8636 JOB NUMBER 4114 -C0001 -B • ENGINEERING LICENSE: 0' t /C� O ,L 0" PS. 8r� U� V ' r, S -11JJ1 - DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. - REVISIONS: DESCRIPTION APP'D DATE BY REV ISSUED FOR REVIEW JRJ 12/26/18 BE 0 ISSUED FOR REWEW JRJ 03/11/19 BE 1 ISSUED FOR REMEW JRJ 05/17/19 BE 2 - T -MOBILE SITE NAME: CLEAR CREEK DENVER - T -MOBILE SITE #: DN02362A - SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SHEET DESCRIPTION: ANTENNA FRAME DESIGN ■ SHEET NUMBER: R S8 1 1/2' 3/4' DIA A325 -X BOLT (TYP) 6' ;6' �o o o L6x4x3/8 ANGLE (TIP EACH SLOE) 1 1/2' I L6x4x3/8 ANGE (TYP EACH SIDE) 4E�W10x30 TO L3x3 CONN. SCALE: NOT TO SCALE PROPOSED 1/2' D/A A307 U -BOLT (TYP) 1/4' f/4' PROPOSED 1/2' THICK PLATE PROPOSED 1/2' DIA A307 U -BOLT (TYP) PROPOSED 1/2' THICK PLATE (T)P) 1/4' 0 KICKER TO PIPE CONN. -- SCALE: NOT TO SCALE 3 1/2" 3 1/2' 2 1/4' �o In 11,1000 — LWx1/4 3/4' DIA A325 -X BOLT (TIP) PROPOSED 3/2f' DIA HILA XB -TZ ANCHOR WTH 275' EMBEDMENT (TIP) PROPOSED 1/2' THICK PLATE (TIP) PROPOSED DOUBLE ANGLE LL3x3x3/8' PROPOSED 3/4' DIA A325 THROUGH BOLT PROPOSED 3/8' DIA HILA XB -TZ ANCHOR WIN 2.75' EMBEDMENT (TYP) 1/2' THICK PLATE (TYP) LEXISTING CONCRETE ROOF SLAB KICKER TO ROOF CONN. SCALE: NOT TO SCALE II PROPOSED 1/2' DIA FRP PROPOSED 1/2' DIA FRP THROUGH BOLT (TYP) I I THROUGH ear (TYP) PROPOSED FRP ANGLE LY/P 6-6x1/2 (TYP) _ I I PROPOSED FRP ANGLE CYIP PROPOSED FRP HSS 043/8' (TYP) 6xsx1/2' (TYP) PROPOSED FRP HSS 4-4x3/8' (TYP) 6 TYPICAL FRP CONNECTION /-7\ TYPICAL FRP CONNECTION -- SCALE: NOT TO SCALE -- SCALE: NOT TO SCALE 1 1/2' L6x4xi/4 ANNE (TYP EACH SIDE) C3x5 /-2\ C3x5 TO L3x3 CONN. -- SCALE: NOT TO SCALE HIM F.. /-5\ CABINET CONNECTION -- SCALE: NOT TO SCALE PROPOSED 1/2" DIA fRP THROUGH BOLT (TYP) PROPOSED FRP ANGLE a/P 6x6x1/2' (TYP) PROPOSED FRP HSS 443/8' (IIP) PROPOSED CABINET PROPOSED 1/2' DIA A307 THOUGH BOLT (Tw) 7_LJxJx114'PROPOSED ANLL£ (T)P) PROPOSED 1/2' DIA FRP THROUGH BOLT (TYP) PROPOSED FRP ANGLE CJP 6-6x1/2' (TYP) PROPOSED FRP HSS 4x4x3/8' (TYP) ATYPICAL FRP CONNECTION /—g\ TYPICAL FRP CONNECTION -- SCALE: NOT TO SCALE-- SCALE: NOT TO SCALE - PLANS PREPARED FOR: T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 INFINIGY2 FROM ZERO TO INFINIGY the solutions are endless 1490 West 121st Ave, Suite 101 Westminster, CO 80234 Office # (303) 219-1178 Fax #(303)242-8636 JOB NUMBER 4114-COOOI-B ENGINEERING LICENSE: E� c�ssr ►.� „� E�G� DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION APP'D DATE BY REV ISSUED FOR RENEW ,RJ 12/26/18 BE 0 ISSUED FOR REMEW JRJ 03/11/19 BE 1 ISSUED FOR REMEW JtJ 05/17/19 BE 2 T -MOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE #: DN02362A SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, CO 80033 sr1��t CONNECTION DETAILS SHEET NUMBER: S9 PROPOSED 3/8' DIA HILA KB -TZ ANCHOR NI AH 2.75" EMBEDMENT (TYP) PROPOSED 4.5' O.D. 40 SCHED PIPE PROPOSED 1/2' ANCC PLATE PROPOSED 4.5" O.D. 40 SCH£D PIPE PROPOSED 3/8' DIA HILA KB -TZ ANCHOR 1NAH 2.75" EMBEDMENT (TYP) PROPOSED 1/2' THICK PLATE LEXIS77NG CONCRETE ROOF SLAB ROOF TO PIPE CONN. -j SCALE: NOT TO SCALE PROPOSED 5/8' DIA HILA KB -TZ ANCHOR NTH 4' EMBEDUENT (TYP) PROPOSED A500 HSS 04318 - PROPOSED 1/2' THICK PLATE PROPOSED A500 HSS 4x4x3/8' PROPOSED 5/8' DIA HIL A KB -TZ ANCHOR NTH 4' EMBEDMENT (TVP) PROPOSED 1/2' THICK PLATE LEXIST7NG CONCRETE ROOF SLAB ROOF TO STEEL HSS CONN. -- SCALE: NOT TO SCALE PROPOSED FRP HSS 4x4x3/8' (TVP) PROPOSED fRPI PROPOSED 1/2" DIA A307 HSS 4x40/8" (TVP) CN PROPOSED 1/2' D/A A307 THROUGH BOLT (TVP) THROUGH BOILT (TVP) I i I I ---= I I --- I --- -- ji I ---- I PROPOSED 1/2' DIA A307 I I I II PROPOSED 1/2DIA A307 THROUGH BOLT (TYP) I II THROUGH BOLT (TVP) I - — 1 I — PROPOSED A36 ANGLE OYIP 6-6x1/2" (TVP) I I PROPOSED A36 ANGLE CLIP— I I PROPOSED A500 HSS 4x4x3/8" (TVP) N 6.6x1/1" (TVP) I II PROPOSED A36 ANGLE CLIP PROPOSED A36 ANGLE CUP PROPOSED A500 HSS 6-6x1/2' (TVP) 6x6x1/2 (T)P) 4x4-3/8' (TVP) I I _ I I PROPOSED A500 HSS PROPOSED A500 HSS 403/8' (TVP) 4x4x3/8' (TVP) 3 TYPICAL STEEL CONNECTION TYPICAL STEEL CONNECTION /5\ TYPICAL STEEL CONNECTION /-6\ TYPICAL STEEL CONNECTION -- SCALE: NOT TO SCALE -- SCALE: NOT TO SCALE -- SCALE: NOT TO SCALE -- SCALE: NOT TO SCALE A -F640 YIV. 1M(i m. T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 - PLANS PREPARED BY- INFINIGY2 FROM ZERO TO INFINIGY the solutions are endless 1490 West 121st Ave, Suite 101 Westminster, CO 80234 Office # (303) 219-1178 Fax # (303) 242-8636 JOB NUMBER 4114-C0001-8 — DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. — REVISIONS: DESCRIPTION APP -D DATE BY REV ISSUED FOR RENEW 'pi 12/26/18 BE 0 ISSUED FOR REVIEW JRJ 03/11/19 BE 1 ISSUED FOR REMEW JRJ 05/17/19 BE 2 — T -MOBILE SITE NAME: CLEAR CREEK DENVER — T -MOBILE SITE #: DN02362A — SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, CO 80033 - SHEET DE$Cl iFTION: CONNECTION DETAILS SHEET NUMBER: S10 PROPOSED HSS 44318 - PROPOSED 3/4' DIA FRP THROUGH BOLT (TYP) PROPOSED FRP ANGLE L4x4x1/2' TYPICAL BRACE CONN. SCALE: NOT TO SCALE PROPOSED HSS 4x4x3/8' I I PROPOSED 3/4' DIA FRP THROUQH BOLT (TYP) PROPOSED FRP ANGLE CUP Iv / ® II \ L4x4x1/2' (TVP) I � \ .s 1 ETAJL A L----� DETAIL 8 TYP1cALA.. 9Q-ree,tQ-" PROPOSED fRP HSS 4x4x3/8' (T)P) PROPOSED 1/2' DIA FRP THROUGH BaT (TYP) TYPICAL BRACE CONN. -- SCALE: NOT TO SCALE 9, DETAIL C PROPOSED FRP HSS 4x4x3/8' (TVP) PROPOSED HSS 003/8 - PROPOSED 1/2' DIA FRP THROUGH MT (TYP) PROPOSED 3/4' DIA FRP THROUGH BOLT (TVP) PROPOSED FRP ANGLE CUP L44x1/2' (T)P) /-3\ TYPICAL BRACE CONN. \.:--/SCALE: NOT TO SCALE 1 3 1 2 1 x.r FEs I V RICXXJLAJt STOP vow FW eCAESS I I +41rJw 1 2%6 7 I HEX BOLT _Rb T ... EMOTES *o.ew.r.. ceirr B�lf�W4.w..aeo-.+exwex .o+m.Se �..rm.9.0—ft—wavenGtspels�) 4�6 f'Y4YV..AA STE80vEw ` •a•" - rte ... rim aaasorww•was.Mi.wwT-ti¢cow--sM „�,4 we c.r• eB.s.we.s.rs r..,.-, -.o <.o,...� w �o�x,. g1TN Ji GK LFG5111q:STf75 � . ,- +u. e*�SBBe�.ra�J CE1( 12tu'2et6 M504"JL52 rz►u tw cw,n.r: �taat aa�rn er ---.------------- &' 1021 CUSTO91£14 am 12116 46 MS046-6JLS2 /-4\ MODULAR STEP OVER -- SCALE: NOT TO SCALE -PLANS PREPARED FOR: T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 INFINIGY& FROM ZERO TO INFINIGY the solutions are endless 1490 West 121st Ave, Suite 101 Westminster, CO 80234 Office # (303) 219-1178 Fax #(303)242-8636 J08 NUMBER 4114-C0001-8 - ENGINEERING LICENSE: o�Pfl o L%F Oma.• ,......TFL �� C-) T2s d 4 -)3 •• CONAL C\ DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION APP'D DATE BY REV ISSUED FOR RENEW JRJ 12/26/18 BE 0 ISSUED FOR REVIEW JRJ 03/11/19 BE 1 ISSUED FOR RENEW JRJ 05/17/19 BE 2 T -MOBILE SITE NAME: CLEAR CREEK DENVER rT MOBILE SITE #: DN02362A SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SHEET DESCRIPTION: Ri(tTEP OVER DETAILS DEET NUMBER: S11 ASP ALDit"CED SUPPORT PRODUCTS, INC. FIF li P 4� • i, Specification Sheet Stairs XSP4960ST — St,aiu•s — is designed to attach directly to any ASP platform or existing platform Where stair access is required. Angle brackets used to attach top of stairs to platform. Width varies to fit into size of opening in either a guardrail or handrail- . materials France: 10" Channel vvrth 2" X 2" Ang.e Iron for risers, ASTM 572, grade SO, steps are 1" X 3/16" bar grating, 19-W-4 carbon stee , end capped with 1" X 3/16" stee If at bar, welded, hot -dip ga�vanizing after fabricate on - Handrails: 1-1,/2" schedule 40 pipe, welded to stairs, all steel ASTV 572, grade 50, hot -dip galvanizing after fabrication Hardware: Angle brackets; 3/4" X 1-1/2" Bolts and 3/4" Nuts availab:e in Hot -Dip Galvanized finish. Accessories: Protection Pads Insta[lati<on, A "verify that roof surface is smooth and clean to extent needed to receive materials. 8_ Review approved final drawings to determine the ?ocations of Stairs. C. Clean surfaces to rete eve Stairs removing any loose gra>wel and any foreign matter before setting Stars. D. Accurately locate and aign pre -fabricated Stairs in locations specified as per approved shop drawings or as required herein and by sitz corWtvns E Should the roofing manufacturer require a separation sheet between the roof and the Stairs, place a separates sheet or protective pad confoirming to the exiaing roof manufacturer's system under each Stairs. iso not adhere to the roof system or to Stairs F. Repeat until Starr unit supptred is instalied in accordance with approved stop drawings G- Remo a any unused materials and packaging from -0b site STAIRS DETAIL --j SCALE: NOT TO SCALE N01E.• MVERAL SPEaRCAAAy FQR PM -1 ASIRM26. r city of Wheat Ridge T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 - PLANS PREPARED BY: INFINIGY FROM ZERO TO INFINIGY the solutions are endless 1490 West 121 at Ave, Suite 101 Westminster, CO 80234 Office # (303) 219-1178 Fax # (303) 242-8636 JOB NUMBER 4114-C0001-8 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. M N APP'D DATE BY REV JRJ 12/26/18 BE 0 JRJ 03/11/19 BE 1 JRJ 05/17/19 BE 2 T -MOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE #: DN02362A SITE ADDRESS: 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SHEET DESCRIPTION: STAIRS DETAILS SHEET NUMBER: S12 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE PATH THE LATEST VERSION OF THE NATIONAL ELECTRICAL CODE AS ADOPTED BY THE CITY OF WHEAT RIDGE AS WELL AS ALL OTHER LOCAL AND STATE CODES, LAWS, AND ORDINANCES. 2. ALL CONDUCTORS SHALL BE COPPER WITH THHN/THWN INSULATION. CONTROL CONDUCTORS SHALL BE STRANDED, POWER CONDUCTORS SHALL BE SOLID FOR $10 do /12 CONDUCTORS AND STRANDED FOR ALL OTHER SIZES. 3. ELECTRICAL DRAWINGS ARE IN PART DIAGRAMMATIC. COORDINATE ELECTRICAL WORK WITH SITE CONDITIONS. 4. ALL UNUSED EXPOSED CONDUIT STUBS SHALL HAVE WEATHERPROOF CAPS INSTALLED. DO NOT USE DUCT TAPE. 5. PROVIDE 200 LB—TEST PULL TAPES IN EACH TELEPHONE AND POWER CONDUIT. 6. PULL BOXES SHALL BE INSTALLED AS NEEDED IN ORDER TO PULL CONDUCTORS EFFICIENTLY. KEYED DRAWING NOTES NEW T—MOBILE DELTA SITE SUPPORT CABINET NEW TELECOM / PPC CABINET. SEE POWER RISER DIAGRAM NEW T—MOBILE STACKED SLEEVE NEW CIENA ENCLOSURE NEW T—MOBILE HCS 2.0 HYBRID JUNCTION BOX NEW PORTABLE GENSET FEEDER. SEE ROOF/SITE ELECTRICAL PLAN (THIS SHEET) FOR CONTINUATION. SEE POWER RISER DIAGRAM NEW FEEDER FROM PANEL H5B TO T—MOBILE SITE DISCONNECT. (1) 2- EMT OR FLEXIBLE LIQUIDTIGHT CONDUIT FOR AC POWER FROM T—MOBILE PPC CABINET TO T—MOBILE DELTA SITE SUPPORT CABINET. SEE POWER RISER DIAGRAM. (1) 2- EMT OR FLEXIBLE LIQUIDTIGHT CONDUIT FOR LOW—VOLTAGE DC POWER FROM T—MOBILE DELTA SITE SUPPORT CABINET TO T—MOBILE STACKED SLEEVE FURNISH. INSTALL AND CONNECT CONDUCTORS PER MANUFACTURER'S SPECIFICATIONS tp (1) 2' EMT OR FLEXIBLE LIQUIDTIGHT CONDUIT FOR LOW—VOLTAGE DC POWER FROM T—MOBILE DELTA SITE SUPPORT CABINET TO HCS 2.0 HYBRID JUNCTION BOX. FURNISH, INSTALL AND CONNECT CONDUCTORS IN ACCORDANCE WTH MANUFACTURER'S SPECIFICATIONS t t 2' CONDUIT WITH PULLTAPE TO EXISTING FIBER OPTIC CABLE CONNECTION t2 (1) 2' EMT OR FLEXIBLE LIQUIDTIGHT CONDUIT FOR FIBER OPTIC CABLE FROM T—MOBILE STACKED SLEEVE TO T—MOBILE HCS 2.0 HHYBRID JUNCTION BOX. i3 REMOVE PORTABLE GENSET RECEPTACLE FROM PPC. RELOCATE TO BOX AT GRADE. SEE LOCATION ON PLAN AND POWER RISER DIAGRAM. t a NEW SITE DISCONNECT SNATCH. SEE POWER RISER DIAGRAM. 15 NEW STEP—DOWN TRANSFORMER. SEE POWER RISER DIAGRAM. t 6 FEEDER FROM SITE DISC. SW. TO TRANSFORMER PRIMARY. SEE POWER RISER DIAGRAM. 17 FEEDER FROM TRANSFORMER SECONDARY TO PPC MAIN CIRCUIT BREAKER. SEE POWER RISER DIAGRAM. ENLARGED ROOF ELECTRICAL PLAN OVERALL ROOF/SITE ELECTRICAL PLAN NO SCALE PANEL PPC 120/240 VOLTS, 1 PHASE, 3 WIRE, S/N, 200 AMP BUS THIS PANEL IS PART OF THE PPC — WHICH HAS DUAL, INTERLOCKING, NON—PARALLELING 200A MAIN CCT BRKRS AND SPD MINIMUM AIC RATING — 10,000A DESCRIPTION BKR POLE CKT VA 4 VA CKT POLE BKR DESCRIPTION SURGE PROTECTOR 30 2 1 -- A 50 2 1 10 FAN 2P BRANCH -- -- 3 -- B 4 SPACE RECEPTACLE/LIGHTS 15 1 5 180 A 6 SPACE LIGHTS 20 1 7 50 B 1000 8 2 20 HEATER SPACE 9 A 1000 10 -- -- 2P BRANCH SPACE 11AA 8000 12 2 2DO (N) DELTA SUPPORT CABINET SPACE 13 -- 14 -- -- -- SPACE 15 8000 16 -- -- 2P BRANCH SPACE 17 -- 18 -- -- -- PANEL LOAD CALCULATIONS: LIGHTING: 50 VOLTAMPS x 1.25 = 63 VA TOTAL CALCULATED CONNECTED LOAD: 18,280 VA RECEPTACLE: 180 VOLTAMPS x 1.00 0 180 VA TOTAL CALCULATED DEMAND LOAD: 18,293 VA MISC. EQUIPMENT: 18,050 VOLTAMPS x 1.00 = 18,050 VA TOTAL CALCULATED DEMAND LOAD: 76.2A O 120/240V 1PH 38.1 A O 480V 1 PH PLANS PREPARED FOR. l T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 PLANS PREPARED BY: INFINIGY9 ENGINEERING, PLLC 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 404-000 LIC EXP: 10.31.2019 DRAWING NOTICE: 1 THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS'. DESCRIPTION DATE BY RE ISSUED FOR CONSTRUC➢ON 3/12/19 RM A T -MOBILE SITE NAME: CLEAR CREEK DENVER T -MOBILE SITE #: DN02362A SITE ADDRESS��'' 4251 K 1 r1'+IG STREET WH�IA`1°IDGE, CO 80033 LCAL PLANS fSHEET NU Ifs" NO SCALE 2 1 E-1 DELTA SITE SUPPORT CABINET ROOF THREE #3/0 CU THWN AND #6 CU GROUND IN 2- EMT 4TH FLOOR Isc = PANEL PPC 200A 2P 4,820 i10— � Fo I NEW T—MOBILE POWER PROTECTION CABINET WITH TWO INTERLOCKED NON—PARALLELING 200A MAIN CIRCUIT BREAKERS. 60OV, 200A, 2P, DISC SW IN NEMA 3R ENCL. 200A 2P 0 TWO #1 CU THAN AND 200A Isc = Isc = 13,519A #6 CU GROUND IN 2- 2P 4,916A EMT. ROUTE UP THROUGH INTERSTITIAL SPACE TO ROOF. SEE PLAN. SH. E-1 THREE #3/0 CU THWN AND J / (E) PANEL H5B #6 CU GROUND IN 2- EMT J BOND AND GROUND SECONDARY NEUTRAL TO MAIN Isc = 19,332A GROUND BAR ON SITE PLATFORM — #4CU 480:120/240V 50kVA STEP—DOWN TRANSFORMER WITH WEATHERSHEILDS (E) PANEL H48 BUILDING LOAD STATEMENT: MAXIMUM BLDG BILLED DEMAND PREVIOUS 12 MONTHS — 357.6kW PANELS H1B—H5B FEEDER LOAD LIGHTING 56650VA 0 125% = STATEMENT: 70813 VA ASSUME PF OF 0.9 — 502A FANS 11200VA 0 125% = 14000 VA 125% OF MAX DEMAND — 628A TOTAL EXISTING DEMAND LOAD — 103.3A 277/480V 3PH ADDITIONAL LOAD THIS WORK — 38.1A 125% OF EXST'G FEEDER DEMAND — 129.OA NEW BUILDING DEMAND LOAD — 666.9A ADDITIONAL LOAD THIS WORK — 38.1A EXISTING ELECTRICAL SERVICE — 2000A NEW FEEDER DEMAND LOAD — 167.1A FEEDER AMPACITY — 200A EXISTING SERVICE TRANSFORMER 480/277V 3PH, 4W, 500kVA Isc = 33,400A SEVEN SETS OF 500MCM AL (E) PANEL H38 (E) PANEL H28 EXISTING MAIN DISTRIBUTION SWITCHBOARD 480/277V 3PH, 4W, 2000A, 35kAIC CONNECT NEW FEEDER TO NEW 125A 2P CB IN (E) PANEL H58. SEE PANEL SCHEDULE. FURNISH, INSTALL AND CON ECT EMON/DMON CLASS 2000 480V CHECKMETER TOI MATCH EXISTING IN MAIN ELEC ROOM. INSTALL Ts IN PANEL H5B. PROVIDE 120V BRANCH CCT FOR METER FROM 120V PANEL IN 5TH FL ELEC CLC[ (1-5B). (E) PANEL H1B (E) FEEDER 4-3/OCU THWN IN 2 - EM T THREE #3/0 CU THWN AND #6 CU GROUND IN 2- EMT EXISTING 200A PORTABLE GENSET RECEPTACLE RELOCATED TO GRADE FROM ROOF PPC 200A, 24OV, 2P, S/N FUSIBLE DISC. SW. IN NEMA 3R ENCL. WITH TWO 200A FRN FUSES. `Vfv Y - PLANS PREPARED FOR: T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 - PLANS PREPARED BY INFINIGY9 ENGINEERING, PLLC 1490 W. 121ST AVENUE. SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 404-000 ENGINEERING LICENSE'. 00 Ll iOF< R .17739 LIC EXP: 10.31.2019 DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS. DESCRIPTION DATE BY RE ISSUED FOR CONSTRUCPGN 3/12/19 RM A rT -MOBILE SITE NAME. I CLEAR CREEK DENVER T -MOBILE SITE #: DN02362A 'SITE ADDRESS. of 4251 KIPLING STREET WHEAT RIDGE, CO 80033 x.1-11 p;l S;, POWER RISER DIAGRAM SHEETNUMBER NO SCALE E-2 AT&T 11 601 SEf MA PNI HA 200 SPARE SPARE RTU 400A RTU 400A Isc = 31,215A 10A) POWER RISER DIAGRAM CONNECT NEW FEEDER TO NEW 125A 2P CB IN (E) PANEL H58. SEE PANEL SCHEDULE. FURNISH, INSTALL AND CON ECT EMON/DMON CLASS 2000 480V CHECKMETER TOI MATCH EXISTING IN MAIN ELEC ROOM. INSTALL Ts IN PANEL H5B. PROVIDE 120V BRANCH CCT FOR METER FROM 120V PANEL IN 5TH FL ELEC CLC[ (1-5B). (E) PANEL H1B (E) FEEDER 4-3/OCU THWN IN 2 - EM T THREE #3/0 CU THWN AND #6 CU GROUND IN 2- EMT EXISTING 200A PORTABLE GENSET RECEPTACLE RELOCATED TO GRADE FROM ROOF PPC 200A, 24OV, 2P, S/N FUSIBLE DISC. SW. IN NEMA 3R ENCL. WITH TWO 200A FRN FUSES. `Vfv Y - PLANS PREPARED FOR: T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 - PLANS PREPARED BY INFINIGY9 ENGINEERING, PLLC 1490 W. 121ST AVENUE. SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 404-000 ENGINEERING LICENSE'. 00 Ll iOF< R .17739 LIC EXP: 10.31.2019 DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS. DESCRIPTION DATE BY RE ISSUED FOR CONSTRUCPGN 3/12/19 RM A rT -MOBILE SITE NAME. I CLEAR CREEK DENVER T -MOBILE SITE #: DN02362A 'SITE ADDRESS. of 4251 KIPLING STREET WHEAT RIDGE, CO 80033 x.1-11 p;l S;, POWER RISER DIAGRAM SHEETNUMBER NO SCALE E-2 PANEL H113 — 277/480 VOLTS, 3 22kAIC EXISTING PHASE, 4 WIRE, 225A MAIN LUG ONLY ONLY DESCRIPTION BKR POLE CKT VA VA VA I CKT POLE BKR DESCRIPTION LIGHTING - RESTROOM, LOBBY 20 1 1 1200 A 1200 2 3 15 FAN COILS LIGHTING - CORRIDOR 20 1 3 1200 B 1200 4 4 1 3P BRANCH LIGHTING - ENTRY 20 1 5 1200 C 1200 8 -- -- 3P BRANCH LIGHTING - SUITE 105 20 1 7 1200 A 1200 8 3 15 FAN COILS LIGHTING - NIGHT EMERG 20 1 9 1200 B 1200 10 10 1 3P BRANCH SPACE LIGHTING - NIGHT, EMERG 11 11 C 1200 12 -- -- 3P BRANCH LIGHTING - SUITE 106 20 1 13 1200 A 50 14 3 15 AT&T CELISITE METERING LIGHTING - SUITE 106 20 1 15 1200 B 50 18 18 3P BRANCH LIGHTING - SUITE 106 20 1 17 1200 C 50 18 -- - 3P BRANCH SPACE SPACE 19 19 A A 201 20 SPACE SPACE SPACE 21 21 B B 221 22 SPACE SPACE SPACE 23 23 C C 241 24 SPACE SPACE SPACE 25 25 A A 261 26 SPACE SPACE SPACE 27 27 B B 281 28 SPACE SPACE SPACE 29 29 C C 30 30 SPACE SPAS 31 A 32 SPACE SPAM 33 1 8 34 SPACE SPACE35 C 36 SPACE SPACE 37 A 38 SPACE SPACE 39 B 40 SPACE SPACE 41 C 42 SPACE PANEL LOAD CALCULATIONS LIGHTING 9600 VOLTAMPS X 1.25 12000 VA FANS 7200 VOLTAMPS X 1.25 9000 VA MISC 150 VOLTAMPS X 1.25 — 188 VA SHORT CIRCUIT CALCULATIONS: AVAILABLE SHORT CIRCUIT CURRENT -SERVICE TRANSFORMER 500kVA 480V - 33,400A AVAILABLE SHORT CIRCUIT CURRENT -MAIN SWITCHBOARD -SEVEN SETS OF 500MCM AL CONDUCTORS 85 FEET LONG C= 149,737 Ise = 33,400 / [1+ (33,400 X 85FT X 1.732 / 149,737 X 480V)] = 31,215A Ise PANEL H513 - 70FT OF #310 CU THWN IN EMT CONDUIT C=12,644 Ise = 31,215 / [1+ (31,215 X 70FT X 1.732112,844 X 48OV)] = 19,332A AT SITE DISCONNECT SVNTCH - 45 FEET OF #1 CU C = 7293 Ise = 19,3321[1+ (19,332 X 45FT X 1.732 / 7293 X 48OV)] = 13,519A AT STEP-DOWN TRANSFORMER SECONDARY. 5OkVA 480:12024OV, Z=2% Ise = 480240 X (I 3,519A / [1+(13,519A X 480V X 1.732 X 2.0%Z 1100,000 X 50kVA)]] = 4,916A AT PPC - Ise = 4,916A AT DELTA SSC - BFT OF #310 CU THWN IN PVC CONDUIT C=13,923 Ise = 4,916A / [1+ (4.918 X 8FT X 2113,923 X 24OV)] = 4,820A TOTAL CONNECTED LOAD 16950 VA TOTAL DEMAND LOAD 21188VA 25.5 AMPS, 30, 4W, 277/480V EXISTING LOAD - PANELS HB FEEDER HIB ............ 25.5A H2B........... 21.0A H38....-..-...23.CA H4B...........16.8A H5B...........17.OA TOTAL ...... 103.3A PANEL 1-1313 — 277/480 VOLTS, 3 22kAIC EXISTING PHASE, 4 WIRE, 225A MAIN LUG ONLY BKR POLE CKT DESCRIPTION BKR POLE CKT VA CKT POLE BKR VA CKT POLE BKR DESCRIPTION LIGHTING - RESTROOM, LOBBY 20 1 1 1200 A 1000 2 1 20 FAN COILS LIGHTING - ATRIUM 20 1 3 1200 B 1200 4 1 20 LIGHTING SO. SUITE LIGHTING - ENTRY 20 1 5 1200 C 1200 6 1 20 LIGHTING N0. SURE SPARE 20 1 7 1200 A 1200 8 1 20 LIGHTING SOUTH LIGHTING - SUITE 305 20 1 9 1200 B 1200 10 1 20 LIGHTING WEST LIGHTING - NIGHT, EMERG 20 1 11 1200 C 1200 12 1 20 LIGHTING STE 390 LIGHTING - SURE 306 20 1 13 1200 A 26 14 SPACE 1 SPACE 28 15 SPACE B C 18 SPACE 19 SPACE A20 17 C SPACE 18 SPACE SPACE 19 A SPACE 20 SPACE SPACE SPACE 21 SPACE B 25 22 SPACE SPACE SPACE 23 SPACE C 24 SPACE SPACE SPACE T -MOBILE 25 29 A C 26 SPACE SPACE SPACE 27 B 28 SPACE SPACE SPACE 29 C 30 SPACE PANEL H213 — 277/480 VOLTS, 3 22kAIC EXISTING PHASE, 4 WIRE, 225A MAIN LUG ONLY DESCRIPTION BKR POLE CKT VA 0 VA CKT POLE BKR DESCRIPTION LIGHTING - RESTROOM, LOBBY 20 1 1 1200 A 1000 2 1 1 20 FAN COILS LIGHTING - CORRIDORS 20 1 3 1200 B 1200 4 1 20 LIGHTING SO. SUITE LIGHTING - ENTRY 20 1 5 1200 C 1200 6 1 20 LIGHTING NO. SUITE SPARE 20 1 7 A A 1200 8 1 20 LIGHTING SOUTH LIGHTING 20 1 9 1200 B 1200 10 1 20 LIGHTING WEST LIGHTING - NIGHT, EMERG 20 1 11 1200 C 1200 12 1 20 LIGHTING LIGHTING 20 1 13 1200 A 25 14 26 SPACE SPACE 1 15 28 B SPACE 16 C SPACE SPACE 19 17 A20 C 18 SPACE SPACE SPACE 19 A 20 SPACE SPACE SPACE C24 21 B SPACE 22 25 SPACE SPACE 23 C SPACE 24 SPACE SPACE 28 2 25 T -MOBILE A 29 26 C SPACE SPACE -- 27 B 28 SPACE SPACE 29 C 30 SPACE PANEL LOAD CALCULATIONS LIGHTING 13200 VOLTAMPS X 1.25 a 16500 VA TOTAL CONNECTED LOAD 14400 VA FANS 1000 VOLTAMPS X 1.25 1250 VA TOTAL DEMAND LOAD 17750 VA 21 AMPS, 30, 4W, 277/480V PANEL H413 — 277/480 VOLTS, 3 22kAIC EXISTING PHASE, 4 WIRE, 225A MAIN LUG ONLY DESCRIPTION BKR POLE CKTI VA 0 VA ICKTIPOLE BKR DESCRIPTION FMN COILS 20 1 1 1 1000 A 2500 2 1 20 LIGHTING SPARE 20 1 3 B 2550 4 1 20 LIGHTING SPARE 20 1 5 C 2550 6 1 20 LIGHTING SPARE 20 1 7 A 2550 8 1 20 LIGHTING SPACE 9 B 10 SPACE SPACE 11 C 12 SPACE SPACE 13 A 14 SPACE SPACE 15 B 15 SPACE SPACE 17 C 18 SPACE SPACE 19 A 20 SPACE SPACE 21 B 22 SPACE SPACE 23 C 24 SPACE SPACE 25 A 26 SPACE SPACE 27 B 28 SPACE SPACE 29 C 30 SPACE PANEL LOAD CALCULATIONS LIGHTING 10200 VOLTAMPS X 1.25 - 12750 VA TOTAL CONNECTED LOAD 11200 VA FANS 1000 VOLTAMPS X 1.25 1250 VA TOTAL DEMAND LOAD 14000 VA 16.8 AMPS, 30, 4W, 277/480V PANEL H513 — 277/480 VOLTS, 3 22kAIC EXISTING PHASE, 4 WIRE, 225A MAIN LUG ONLY DESCRIPTION BKR POLEICKTI VA VA CKT POLE BKR DESCRIPTION LIGHTING - LOBBY, RSTRMS 20 1 1 1200 A FANS 2 1 20 SPARE FAN COILS 20 1 3 1000 B 2550 4 1 20 LIGHTING STES 560,570, 575 LIGHTING 20 1 5 1500 C 1600 6 1 20 LIGHTING STE 511 LIGHTING STES 550,570,575 20 1 7 2000 A 1600 B 1 20 LIGHTING STE 511 SPACE 9 B 10 2 100 SPARE SPACE 11 C 12 SPARE SPACE 13 A 14 SPACE SPACE 15 B 18 SPACE SPACE 17 C 18 SPACE SPACE 19 A20 SPACE SPACE 21 BL9140 22 SPACE SPACE 23 C24 SPACE SPACE 25 A26 SPACE SPACE 27 B 28 2 125 T -MOBILE SPACE 29 C 30 -- -- 2P BRANCH 9f m nmnb&O T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 INFINIGY9 ENGINEERING, PLLC 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 404-000 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV ISSUED FOR CONSTRUCTION 3/12/19 RM A T -MOBILE SITE NAME: CLEAR CREEK DENVER r T -MOBILE SITE #: Y YvoffM425I'q t Riage SHEET DESCRI DN02362A STREET CO 80033 ELSCHEDULES SHEET NUMBER: NO SCALE 1 E-3 • FURNISH AND INSTALL NEW CIRCUIT BREAKER INTO OOSTING PANEL FOR NEW T -MOBLE SITE LOADS - RE GOULD PANEL LOAD CALCULATIONS SENTRON SERIES (SIEMENS) LIGHTING 13200 VOLTAMPS X 1.25 16500VA TOTAL CONNECTED LOAD 14400 VA FANS 1000 VOLTAMPS X 1.25 - 12WVA TOTAL DEMAND LOAD M50 VA PANEL LOAD CALCULATIONS 21 MCPS, 30, 4W, 277/48M LIGHTING 10450 VOLTAMPS X 1.25 — 13063 VA TOTAL CONNECTED LOAD 29743 VA FANS 1000 VOLTAMPS X 1.25 1250 VA TOTAL DEMAND LOAD 32,606 VA NEW T—MOBILE CELL SITE 18293 VOLTAMPS X 1.00 18293 VA 39 AMPS, 30, 4W, 277/480V 9f m nmnb&O T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 INFINIGY9 ENGINEERING, PLLC 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 404-000 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV ISSUED FOR CONSTRUCTION 3/12/19 RM A T -MOBILE SITE NAME: CLEAR CREEK DENVER r T -MOBILE SITE #: Y YvoffM425I'q t Riage SHEET DESCRI DN02362A STREET CO 80033 ELSCHEDULES SHEET NUMBER: NO SCALE 1 E-3 CODED DRAWING NOTES: Qj PROPOSED EQUIPMENT GROUND BAR NEAR PROPOSED T -MOBILE EQUIPMENT (TYP. OF (2)) QPROPOSED FIBER INTERFACE TO BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS QPROPOSED T -MOBILE DELTA SITE SUPPORT CABINET TO BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS 4Q PROPOSED T -MOBILE STACKED SLEEVE TO BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS (TYP.) PROPOSED T -MOBILE HYBRID JUNCTION BOX TO BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS (TYP.) QBOND PROPOSED T -MOBILE EQUIPMENT GROUND BAR TO EITHER WATER MAIN OR BUILDING STEEL WITH #2 SOLID TINNED BCW. (TYP.) PROPOSED T -MOBILE PPC CABINET TO BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS (TYP.) PROPOSED T -MOBILE CABLE TRAY TO BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS (TYP.) PROPOSED T -MOBILE GFCI RECEPTACLE WITH 2 -HOUR TIME & WEATHERPROOF COVER TO BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS (TYP.) 10 PROPOSED T -MOBILE WORK LIGHT TO BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS (TYP.) tt PROPOSED T -MOBILE TRANSFORMER TO BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS (TYP.) 2 PROPOSED ACCESS STAIRS TO BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS (TYP.) 3 PROPOSED DISCONNECT TO BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS (TYP.) EQUIPMENT GROUNDING PLAN GENERAL GROUNDING NOTES: 1. TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS: #2 BARE TINNED SOLID COPPER CONDUCTOR: EXOTHERMIC WELD TO RODS OR GROUND RING LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): SANDED CLEAN, COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT. ALL LUGS SHALL BE COPPER (NO ALUMINUM SHALL BE PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 2, ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 3/4" PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS. 3, OWNER'S REPRESENTATIVE WILL INSPECT EXOTHERMIC WELD AND CONDUCT MEGGER TEST PRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS REQUIRED. 4, CONTRACTOR TO INSTALL GROUNDING IN CLOSE PROXIMITY TO EQUIPMENT PLATFORM OR PAD. 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND NO GREATER THAN 90 DEGREES. 6. ALL CADWELDS TO BURIED GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH SHALL BE THE TEE TYPE. 7, BOND SERVICE CONDUITS TO GROUND RING AS THEY CROSS. DO NOT EXOTHERMICALLY WELD TO CONDUITS. 8. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER SHALL INSPECT THE GROUNDING SYSTEM PRIOR TO BACKFILLING. 9. THE MINIMUM SPACING BETWEEN GROUND RODS SHALL BE 10'-0" (MAX. 15'-0"). 10. BOND CIGBE TO EXTERNAL GROUND RING WITH 2 RUNS OF #2 BARE, TINNED, SOLID COPPER CONDUCTOR IN PVC. CONNECT BAR END WITH 2 HOLE LUG, AND "CADWELD- THE OTHER END TO THE EXTERNAL GROUND ROD. 11. THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF / c THE TOWER PRIOR TO THE COAX BEND. 12. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING I MEANS. BONDING JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250-30. �o V� GRAPHIC SCALE 3' l'-6" 0 V-6" SCALE: 22"x34" SHEET 1"= 1'-6" NORTH SCALE: 11%17" SHEET 1"= 3'-0" SCALE: AS NOTED PLANS PREPARED FOR: IN ■MoNe• T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 PLANS PREPARED BY. INFINIGY9 ENGINEERING, PLLC 1490 W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 ENGINEERING LICENSE: 47849 m. Q 1• kl /ONAt ANG DRAWING NOTICE. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS. DESCRIPTION DATE BY REV REMSEDASSUED FOR CONSTRUCTION 05/20/19 ESO 2 RENSEDASSUED FOR CONSTRUCTION 05/09/19 ESO 1 ISSUED FOR CONSTRUCTION 04/23/19 ESO 0 T -MOBILE SITE NAME. CLEAR CREEK DENVER T -MOBILE SITE #: DN02362A SITE ADDRESS ity Of 4251 KIPLING STREET at � �T RIDGE, CO 80033 SHEET DESCRIPTION. EQUIPMENT GROUNDING PLAN SHEET NUMBER: G-1 BOND PROPOSED T -MOBILE PANEL ANTENNA TO PROPOSED T -MOBILE SECTOR CIGBE PER MANUFACTURERS SPECIFICATIONS (TYP.) — BOND PROPOSED T -MOBILE RADIO MODULE TO PROPOSED T -MOBILE SECTOR CIGBE PER MANUFACTURERS SPECIF7CA77ONS (TYP.) NORTH BOND PROPOSED T -MOBILE SECTOR CIGBE TO PROPOSED EQUIPMENT GROUND BAR (NOT SHOWN) WITH /2 SOLID 77NNED BCW. (TYP.) PROPOSED T -MOBILE SECTOR CIGBE (TW. OF (1) PER 5 SECTOR, (3) SECTORS TOTAL) G-3 GRAPHIC SCALE 6' 3' 0 3' 6' SCALE: 22"x34" SHEET 1"= 3' SCALE: 11"x17" SHEET 1"= 6' BOND PROPOSED T -MOBILE RADIO MODULE TO PROPOSED T -MOBILE SECTOR MANUFACTURERS SPECIFICA7101 PROPOSED T -MOBILE CIGBE (TYP. OF (1) Pi SECTOR, (3) SECTORS 5 G-3 BOND PROPOSED T -MOBILE SE CIGBE TO PROPOSED EQUIPMEA GROUND BAR (NOT SHOWN) W1 /2 SOLID 77NNED BCW. (T)P.) NORTH FOR ADDITIONAL STRUCTURAL INFORMATION, REFER TO STRUCTURAL DESIGN REPORT BY INFINIGY, DATED 03/11/2019 -BOND PROPOSED T -MOBILE PANEL AN7ENNA TO PROPOSED T MOBILE SECTOR CIGBE PER MANUFACTURERS SPECIFICA77ONS (TYP.) GRAPHIC SCALE 6' 3' 0 3' 6' SCALE: 22"x34" SHEET 1"= 3' SCALE: 11"x17" SHEET 1"= 6' PROPOSED ANTENNA LAYOUT (ALPHA SECTOR) I SCALE: AS NOTED 1 1 1 PROPOSED ANTENNA LAYOUT (BETA SECTOR) I SCALE: AS NOTED 1 2 11 BOND PROPOSED T -MOBILE SECTOR CIGBE TO PROPOSED EQUIPMENT GROUND BAR (NOT SHOWN) WITH 12 SOLID 77NNED BCW. (TYR) --- 5 PROPOSED T -MOBILE SECTOR G-3 CIGBE (TYP. OF (1) PER SECTOR, (3) SECTORS TOTAL) BOND PROPOSED T -MOBILE PANEL ANTENNA TO PROPOSED T MOBILE SECTOR CIGBE PER MANUFACTURER'S SPECIf7CA77ONS (TYP.) BOND PROPOSED T MOBILE RADIO MODULE TO PROPOSED T -MOBILE SECTOR CIGBE PER MANUFACTURER'S f[J� SPECIFICA71ONS (TYP.) e� a � J PROPOSED ANTENNA LAYOUT (GAMMA SECTOR) GRAPHIC SCALE 6' 3' 0 3' 6' Build SCALE: 22x34" SHEET 1"= 3' NORTH SCALE: 11"x17" SHEET 1"= 6' SCALE: AS NOTED 1 3 - PLANS PREPARED FOR - 1 1 I � 11 •' T -MOBILE WEST 18400 E 22ND AVE. AURORA, CO 80216 INFINIGY9 ENGINEERING, PLLC 1490W. 121ST AVENUE, SUITE 101 WESTMINSTER, COLORADO 80234 JOB NUMBER 397-000 - ENGINEERING LICENSE. DRANANG NOTICE. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. rtcV' DESCRIPTION DATE BY REV REUSED/ISSUED FOR CONSTRUCTION 05/20/19 ESO 2 REUSED/ISSUED FOR CONSTRUCTION 05/09/19 ESO 1 ISSUED FOR CONSTRUCTION 04/23/19 ESO 0 T -MOBILE SITE NAME. CLEAR CREEK DENVER T -MOBILE SITE #. DN02362A SITE ADDRESS 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SHEET DESCRIPTION. pivison ANTENNA OUNDING PLANS SHEET NUMBER. G-2 r�nrv� rKerv,Keu rurc: 5 2 4 S/S NUT 3/4 HEAT SHRINK � ° ° ° 2 0 ° 0 0 ° p °1 ° 0 ° 0 (CLEAR) S/S BELLEVILLE WASHER IN MIN. 1/8„ ■ ■ o ° "t 0 1/4" o o o 3 p oo�� MIN. �--r ---- T-MOBILE WEST i o° 7/16" S/S FLAT WASHER _ LAKE 18400 E 22ND AVE. 1„ -l"L- ---- AURORA, C080216 LEGEND 1. TINNED COPPER GROUND BAR, 1/4"x4%20", NEWTON INSTRUMENT CO., HARGER COPPER BUSS PLANS PREPARED BY: TGBI14420M, OR EQUIVALENT. HOLE CENTERS TO MATCH 2. NEMA DOUBLE LUG CONFIGURATION. INSULATORS, NEWTON INSTRUMENT CO. CAT. NO. S/S FLAT WASHER 3061-4 OR HARGER EQUIVALENT. DO NOT 3. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUIVALENT. S/S BOLT (1 OF 2) DISCONNECT 4. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. N0. A-6056 OR HARGER NOTE: " EQUIVALENT. 5. 5/8-11"xt" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR HARGER DO NOT DISCONNECT" ALL MECHANICAL EXTERNAL TERMINATION TAG ON ALL GROUND INFINIGY9 EQUIVALENT. SURFACES SHALL BE TREATED WITH T&B BAR INTERCONNECTS NOTES: KOPR-SHIELD CP8 ANTI-OXIDATION COMPOUND. ENGINEERING P L LC 1. ALL MOUNTING HARDWARE CAN ALSO BE USED ON 6", 12", 18", ETC. GROUND BARS. 1490 W. 121ST AVENUE, SUITE 101 2. ENTIRE ASSEMBLY AVAILABLE FROM NEWTON INSTRUMENT CO. CAT. NO. 2106060010 OR WESTMINSTER, COLORADO 80234 AS HARGER TG8114420M. JOB NUMBER 397-000 TYPICAL GROUND BAR NO SCALE 1 TYPICAL EQUIPMENT GROUND CONNECTION NO SCALE 2 ENGINEERING LICENSE TOP VIEW TIN COATED - SOLIDOM S/S FLAT WASHER (TYP.) pNSENNP JUMPER REQUIRED ONLY WHEN FR 7/8"0 AND LARGER (TYP.) COPPER BUSS BAR 2 HOLE, LONG BARREL TINNED S/S BOLT (TYP.) /CFjL SOLID COPPER LUG (TYP.) O�P • �'� WEATHERPROOFING KIT (USE J •.• �� • �ER V NOTE: MINIMUM OF 3 THREADS SITEPR01 OR APPROVED EQUAL) Q TO BE VISIBLE (TYP.) a ? 47849 ma S/S FLAT WASHER (TYP.) STANDARD GROUND KIT (USE O '; C•� SITEPR01 OR APPROVED EQUAL) O/•• S C/ v Fs�/OW_ ANTENNA CABLE (TYP.) �NC�� S/S NUT (TYP.) DRAWING NOTICE: S/S SPLIT WASHER (TYP.) NOTE: DO NOT INSTALL CABLE GROUND #6 AWG KIT AT A BEND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T-MOBILE AND MAY NOT CHERRY INSULATOR BE REPRODUCED, DISSEMINATED OR NOTES: INSTALLED IF REQUIRED GROUND BAR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN i'ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS. (CONTRACTOR SUPPLIED) CONSENT OF T-MOBILE. 2. COAT WIRE END WITH ANTI-OXIDATION COMPOUND PRIOR TO INSERTION INTO REVISIONS LUG BARREL AND CRIMPING. 3. APPLY ANTI-OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS BARS DESCRIPTION DATE BY REV PRIOR TO MATING AND BOLTING. ELEVATION VIEW #2 AWG GREEN INSULATED TO GROUND BAR AS APPROPRIATE RENSED/ISSUED FOR CONSTRUCTION 05/20/19 ESQ 2 REVISED/ISSUED FOR CONSTRUCTION 05/09/19 ESQ I TYPICAL GROUND LUG NO SCALE 3 TYPICAL CONNECTION OF GROUND WIRES TO GROUNDING BARS A ANTENNAS NO SCALE 4 ISSUED FOR CONSTRUCTION 04/23/19 ESQ 0 #6 AWG FROM ANTENNA T-MOBILE SITE NAME CABLE GROUNDKI EQUIPMENT 12" APPROX. CLEAR CREEK 2" s" DENVER 2 1/2" 0 MAX. GROUND BAR TO BE ANTENNA T MOBILE sITE u MOUNTED ON WALL OR 8a CABLE — — ON ANTENNA TOWER I DN02362A O O O DO OO OO O CABLEWAVE CABLE GROUND KIT O WEATHERPROOFING KIT slrEnODREss OO QO O OO O O O OO OO OO O O #2 AWG STRANDED COPPER GROUND O O WIRE (GROUNDED TO GROUND BAR) City 4251 KIPLING STREET (STANDARD CABLEWAVE GROUNDING KIT) TINNED, SOLID COPPER WHAT RIDGE, CO 80033 BUSS BAR, HARGER Wheat ae SHEETD CRIPTION TGBI14420M GROUND TO ANTENNA CABLE BAR OR EQUIVALENT TWO HOLE LUG, TO BE USED TO CONNECT NOTE: Building ivison GROUNDING TO GROUND SYSTEM DO NOT INSTALL CABLE GROUND KIT AT A BEND AND DETAILS NOTE: ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. CONTRACTOR TO UTILIZE KORP-SHIELD (THOMAS & BETTS) OR EQUIVALENT ON ALL LUG CONNECTIONS SHEET NUMBER. G-3 TYPICAL ANTENNA GROUND BAR NO SCALE 5 TYPICAL CABLE GROUND KIT CONNECTION NO SCALE 6 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i Job Address: Permit Number: na •�.>> r t E t �' ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes `N9_. *When corrections have been made, call for re -inspection at 303-234-5933 Date:_ 1 j 2 Lj j 2.,02 0, Inspector: -T DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Vr Building Inspection Division (303) 235-2855 Office _1�9r INSPECTION NOTICE Inspection Type: J Job Address: `�"� ��J �r�t.�l7— Permit Number: 2 c`f) j1qf? 1 1® ❑ No one available for inspection Time i� oM/FSM Re -Inspection required: Yes,,,/ -.,--No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usdnspection Date: - l"? Inspector: i ->---- DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Telecom PERMIT - 201901510 PERMIT NO: 201901510 ISSUED: 08/13/2019 JOB ADDRESS: 4251 Kipling St Unit 560 EXPIRES: 08/12/2020 JOB DESCRIPTION: Commercial miscellaneous for AT&T site modification for rooftop telecommunication facility. *** CONTACTS *** OWNER CENTER POINT PROPERTIES LLC SUB (208)578-7700 KURT FUNKHOUSER MONTE WALLACE 190194 IDAHO TOWER CONSTRUCTION CO *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 520 / Office; 0 USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 40,000.00 FEES Total Valuation 0.00 Plan Review Fee 399.46 Use Tax 840.00 Permit Fee 614.55 ** TOTAL ** 1,854.01 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. All roof -mounted CMRS facilities and accessory equipment shall be set back from the roof or parapet edge so that visibility from the street or adjacent residential properties is minimized to the greatest extent possible. If roof -mounted equipment is visible from the street or adjacent residential properties, CMRS facilities and accessory equipment shall be screened by materials that are architecturally compatible with and colored to match the building or structure to which they are attached. City of Wheat Ridge Commercial Telecom PERMIT - 201901510 PERMIT NO: 201901510 ISSUED: 08/13/2019 JOB ADDRESS: 4251 Kipling St Unit 560 EXPIRES: 08/12/2020 JOB DESCRIPTION: Commercial miscellaneous for AT&T site modification for rooftop telecommunication facility. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal ow the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thi yermrt. rt r attest that I am legally authorized to include all entities named within this document as parties to the work to be performe ock to be performed is disclosed in this document and/or its' ccom anying approved plans and specifications. Si i of O R or CONTRACTOR (Circle one) Date 1, i permi as issued based on the information provided in the permit application and accompanying plans and specifications and is subj he compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalermit tee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or gr ting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any ^able code or y ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. A" Signature of` hief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. FOR OFFICE USE ONLY '* k J r Date: City of '1�0,0Wheat ledge- Ml1N17Y DEVELOPMENT Plan/Permit# Building & Inspection Services��� 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Plan Re' Fe� / Office: 303-235-2855 * Fax: 303-237-8929 '��2J ,c�� Inspection Line: 303-234-5933 — Email: permits(bci.wheatridge.co.us Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4251 Kipling Street, Wheat Ridge, CO 80033 Property Owner (please print): Center Point Properties, LLC (CPP Investments LLC) Phone: (303) 297-3137 Property Owner Email: alanb@cpointproperties.com Tenant Name (Commercial Projects Only) AT&T Mobility Property Owner Mailing Address: (if different than property address) Address: 789 Sherman Street, Suite 430, Denver, CO 80203 City, State, Zip: Denver, CO 80203 Architect/Engineer: Wvco Field Services - Tim Alexander Arch itect/Eng1neer E-mail: cmueller(cDtelcyte.com Phone: (720) 244-6013 Contractor Name: City of Wheat Ridge License #: Contractor E-mail Address: Phone: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Valerie Cardenas - Smartlink LLC Phone: (303) 903-3990 CONTACT EMAIL(p/ease print): valerie.cardenas@smartlinkllc.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑x COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and/amount of materials to be used, etc. ✓fie ��,P f � � Sq. FULF BTUs Gallons Amps Squares For Solar: Kw # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: 1111=B Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 40,000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the_,apVlication. CIRCLE ONE: (OWNER) Signature (first and last name): Printed Name: ZONING COMMMENTS: Reviewer: BUILDINGDE ENT C MMEN Reviewer: glsltg PUBLIC WORKS COMMENTS: Reviewer: REPRESENTATIVE) of (OWNER) (CONTRACTOR) DATE:/ter DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: V CONSTRUCTION TYPE: I 1!4D Building Division Valuation: OL ao TOWN OF WHEAT RIDGE 7500 W. 29" Ave. Wheat Ridge, CO 80033 (303)235-2851 1ST REVIEW BY: N. Chung DATE: 7/26/2019 2ND REVIEW BY: DATE: PLAN CHECK NO.: 201901510 AT & T Mobility CORRECTIONS CORRECTIONS APPROVED 3RD REVIEW BY: DATE: CORRECTIONS APPROVED A. THE ITEMS BELOW REQUIRE CORRECTION OR CLARIFICATION BEFORE THIS PLAN CHECK CAN BE APPROVED FOR PERMIT ISSUANCE. B. NOTE ON THIS CORRECTION SHEET OR ON A SEPARATE SHEET THE LOCATION OF THE COMPLETED CORRECTION. (I.E. SHEET NO., DETAIL, ETC. IBC 2012 STRUCTI ENT Pr -,vls),16 1. Provide structural calculation for the en Ie framing. If it is a prefabricated and modular enclosure, provide manufacturer's cat r engineering portion. 2. Provide lateral analysis for the an orage to the existing roof. RECEIVED ,firI. % 1 P� PROTECT INFOF-NLkTION CliberCngineering solutions Subject: Antenna Sled Anchorage & Roof Calculations For New Site Pro 1 RTW -I4 -HD Ballast Mount Site ID: COL01062 Site Name: 38th & Kipling v► 4, Location: 4251 Kipling St. City of `)`!heat ic�Te Wheat Ridge, CO 80033 COMMUNITY DEVELOPMENI Lat: 39.7761° APPROVED Long: -105.1102° Reviewed for Code Compliance WIRELESS CARRIER: ) 1'ro0- �r(� Plans Examiner May of g*m*: nw Is"— of o Pamir or apyroval of plops Spe"fpm wid ownpurobons shcN not be a PVIO* f0 , or M otrprova of, any vwrobon M AT&T ow of ffw Provisions of the NVId/ng code or of 01VCO ar0rnoncea P&mlb pre"" Vw avthortty to viwam or cancer the promom of the Mriift tads Or OMa "nonoes of Me City shat! not be w//at PREPARED FOR: SmartLink 8502 E. Via de Ventura Ste. 220 Scottsdale, AZ 85258 Wyco Engineering Services 2227 West Pecos Road Suite #4 Chandler, AZ 85284 PREPARED BY: Caliber Engineering Solutions 2487 S. Gilbert Rd. Ste 106-(607) Gilbert, AZ 85295 0 o�p,0 L iCF VV 9 ti � ca 54115 ,�O •1 04.30.19'�6� 2487 S. Gilbert Rd. Ste 106-(607) • Gilbert, AZ • 480.329.0493 • www.caliber-es.com Serving. AZ • CO • IA • NM • OR • TX • UT Project: COL01062 — Roof Calcs CES Job No.: 19-036 Eng. MEN Date: April 30, 2019 Index SECTION 1: DESIGN BASIS - � r ColiberEngineering SOluuons BASISFOR DESIGN................................................................................................................................1.1 LIM1TATIONS...........................................................................................................................................1.2 KEYPLAN..................................................................................................................................................1.3 SECTION 3: CALCULATIONS PHOTO........................................................................................................................................................ 2.1 SITE SPECIFIC PARAMETERS...................................................................................................2.2-2.5 ADDITIONALLOAD.............................................................................................................................. 2.6 APPROACH& METHOD....................................................................................................................... 2.7 SLABCHECKS.............................................................................................................................. 2.8-2.22 BEAMCHECKS............................................................................................................................ 2.23-2.32 CALCCONCLUSION............................................................................................................................2.33 SECTION 4: NEW MOUNT MANUFACTURER DRAWINGS.................................................................................................3.1— 3.2 BUILDINGDRAWINGS............................................................................................................. 3.3-3.12 2487 S. Gilbert Rd. Ste 106-(607) • Gilbert, AZ • 480.329.0493 • www.caliber-es.com Serving. AZ • CO • IA • NM • OR • TX • UT Project COL01062 — Roof Calcs CES Job No.: 19-036 Eng: MEN Date: April 30, 2019 Basis for Design LOAD CRITERIA ColiberEngineering Solutions BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE TIA-222-G STRUCTURAL SPECIFICATION FOR ANTENNA SUPPORTING STRUCTURES WIND LOADS: WIND SPEED = 115 MPH (ULTIMATE 3 -SEC GUST) = 89 MPH (NOMINAL PER 1609.1.1 FOR USE W/ TIA) BASIC WIND SPEED W/ LIVE LOAD = 30 MPH (NOMINAL 3 -SEC GUST) RISK CATEGORY = II EXPOSURE CATEGORY = C TOPOGRAPHIC CATEGORY = 1 ICE THICKNESS: t = 0.0 in SEISMIC: IMPORTANCE FACTOR = 1.0 SOIL CLASS = D SDs = 0.203 g SD1 = 0.096 g SEISMIC DESIGN CATEGORY = B MATERIALS STEEL: MISC. STEEL SHAPES = A36 (Fy = 36 KSI) PIPE STEEL = A53 Gr B (Fy = 35 KSI) BOLTS = AS NOTED REFERENCES ANTENNA MOUNT ANALYSIS: DATED 4.29.19 BY CALIBER ENGINEERING SOLUTIONS ORIGINAL BUILDING DRAWINGS: DATED 8.5.81 BY BARKER — RINKER - SEACAT 2487 S. Gilbert Rd. Ste 106-(607) • Gilbert, AZ • 480.329.0493 • www.caliber-es.com Serving. AZ • CO • IA • NM • OR • TX • UT 1.1 Project: COL01062 — Roof Calcs CES job No.: 19-036 Eng: MEN Date: April 30, 2019 Limitations r� T Co l i berEng i ne ring SOU'iOns It is our goal to fully meet our customers engineering needs. The list below has been presented to help bring awareness to some of the limitations of this report and ensure there is no conflict with our customers intended use. Any concerns with the following limitations should be brought to the attention of the professional engineer of record. 1. The analysis and conclusions within this report are limited to the verification of the roof structure only. For mount analysis results, see referenced report. 2. The structural roof framing sheet was missing from the original building drawings. This analysis report is based on information made available to Caliber Engineering Solutions. Any variance found with existing field conditions should be brought to the attention of the professional engineer of record. See provided drawings for required field verification. 3. This report should not be used for any future additions or roof calculations. The conclusions and methods used in this report were specifically made for the scope shown in the drawings by Caliber Engineering Solutions. Assumptions and comparisons are made in this report that are not to be taken as the original design loads. Any future work should reference the original building design. Caliber Engineering Solutions will be happy to provide the referenced drawings upon request. 2487 S. Gilbert Rd. Ste 106-(607) • Gilbert, AZ • 480.329.0493 • www.caliber-es.com Serving. AZ • CO • lA • NM • OR • TX • UT 1.2 Project: COL01062 —Roof Calcs CES Job No.: 19-036 Eng: MEN Date: April 30, 2019 Ked Plan Co I i berEng i neeri ng Solutions 2487 S. Gilbert Rd. Ste 106-(607) • Gilbert, AZ • 480.329.0493 • www.caliber-es.com Serving. AZ - CO - IA - NM - OR - TX - UT 1.3 Project: COL01062 — Roof Calcs CES Job No.: 19-036 Eng: MEN Date: April 30, 2019 Photo of Existing Conditions Co I i berEng i neeri ng solo ons EXISTING EQUIPMENT TO BE REMOVED AND REPLACED. 2487 S. Gilbert Rd. Ste 106-(607) Gilbert, AZ • 480.329.0493 • www.caliber-es.com Serving: AZ • CO - IA - NM - OR - TX - UT 2.1 Project: COL01062 — Roof Calcs CES Job No.: 19-036 Eng: MEN Date: April 30, 2019 Building Code •£1 v Adopted Codes & Amei X 3 8 2016-colorado-Design-Sno +- v � — (� p ,� hftps;yWtrh.ci.wheatridge.co.us,�%s0indo;,ted =owes-a�ena��ents f 7 �- Col iberEngineering SOIU l"Ons Search. Adopted Codes &Amendments Home, Your Government, Departments and Divisions, Community Development, Building & Inspection Services, Adopted Codes & Amendments Building Division Policy Statements Adopted Codes & Amendments Building Inspections Codes Building Permits Effective July 1, 2018 City of Wheat Ridge will be enforcing the 2017 National Electrical Code, as adopted by the State of Colorado. Contractor Licenses & Registration Effective July 1, 2018 City of Wheat Ridge will be enforcing the State of Colorado adopted Plumbing Code and Colorado Fuel Gas Code. Payments Effective December 1, 2014 mid -roof inspections will be required for all asphalt roof coverings. Permit Submittal information Effective December 1, 2014 Building & Inspection Services switched to the 2012 international Codes as adopted by City Council on October 13, 2014. Amendments to each are fisted below 2012 International Building Code Amendments s POLICE 2012 International Mechanical Code Amendments • 2012 international Plumbing Code Amendments 2487 S. Gilbert Rd. Ste 106-(607) • Gilbert, AZ • 480.329.0493 • www.caliber-es.com Serving: AZ • CO • IA • NM • OR • TX • UT 2.2 AMERICAN SOCIETY OF CML ENGINEERS Address: No Address at This Location ASCE 7 Hazards Report Standard: ASCE/SEI 7-10 Elevation: 5368.83 ft (NAVD 88) Risk Category: II Latitude: 39.7761 Soil Class: D - Stiff Soil Longitude: -105.1102 Wind r, Ernam7l eitl I ,QYI 1� r is pr Thornton W(stminster r, A,ada C"' ,w , � P ^ aw t Denver 7Jed 5sa u. '• �^^.,�_ Lakewood Results: tin t 115 Vmph 10 -year MRI 76 Vmph 25 -year MRI 84 Vmph 50 -year MRI 90 Vmph 100 -year MRI 96 Vmph Data Source: ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1—CC-4, incorporating errata of March 12, 2014 pea Sun Apr 28 2019 Value provided is 3 -second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = LlMken Site is not in a hurricane -prone f .ems na Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind rfn, .PO Results: Wind Speed: 115 Vmph 10 -year MRI 76 Vmph 25 -year MRI 84 Vmph 50 -year MRI 90 Vmph 100 -year MRI 96 Vmph Data Source: ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1—CC-4, incorporating errata of March 12, 2014 Date Accessed: Sun Apr 28 2019 Value provided is 3 -second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-10 Section 26.2. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. https://asce7hazardtool.online/ Page 1 of 4 Sun Apr 28 2019 2.3 Ea AMERICAN SOCIETY OF CML ENGINM Seismic Site Soil Class: D - Stiff Soil Results: SS : 0.191 SDS : 0.203 S, 0.06 SD, 0.096 Fa 1.6 TL 4 F„ 2.4 PGA: 0.098 SMS 0.305 PGA m: 0.157 SM, 0.144 FPGA 1.6 le : 1 Seismic Design Category B 0-35 MCER Response Spectrum I 0.30 025 0-20 0-15 0-10 I 0.05 0 — — --- --- - — — 0 1 Sa (9) VS I (S) 3 4 0-22 0.20 I � 0.18 0-16 0-14 0.12 0-10 0-08 0-06 0.04 0.02 --- — -- 0 5 0 Design Response Spectrum 1 Sa (9) VS I (S) 3 4 5 Data Accessed: Sun Apr 28 2019 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating Supplement 1 and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-10 Ch. 21 are available from USGS. https:Hasce7hazardtool.online/ Page 2 of 4 Sun Apr 28 2019 2.4 �;�E' AMERICAN SOCIETY Of CML ENGINEERS Ice Results: Ice Thickness: Concurrent Temperature: Gust Speed: Data Source: Date Accessed: 0.00 in. 5F 50 mph Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8 Sun Apr 28 2019 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. In the mountain west, ice thicknesses may exceed the mapped values in the foothills and passes. However, at elevations above 5,000 ft, freezing rain is unlikely. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3 -second gust speeds, for a 50 -year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Snow Results: USE 30 PSF ROOF Elevation: 5368.8 ft SNOW PER WHEAT Data Source: ASCE/SEI 7-10, Fig. 7-1. RIDGE REQUIREMENTS Date Accessed: Sun Apr 28 2019 In "Case Study" areas, site-specific case studies are required to establish ground snow loads. Extreme local variations in ground snow loads in these areas preclude mapping at this scale. Ground snow load determination for such sites shall be based on an extreme value statistical analysis of data available in the vicinity of the site using a value with a 2 percent annual probability of being exceeded (50 -year mean recurrence interval). Values provided are ground snow loads. In areas designated "case study required," extreme local variations in ground snow loads preclude mapping at this scale. Site-specific case studies are required to establish ground snow loads at elevations not covered. https://asce7hazardtool.online/ Page 3 of 4 Sun Apr 28 2019 2.5 Project "ride: Project No.:, Eng. k JV Date: I IIJO 1�1 V\vs 160o O -'!l -:- x h-ki 15 2. -: 'k 7'� 5 S 24V S. (;flb(-,rt Rd. Ste 106-(607) - C;Hbcrt, AZ - 480.329.0495 - www.cal bL-r-e i ct e -)m Serving: AZ - CO - IA - NM * OR - IN - UT 2.6 Project Title: Project No. Eng: Dace. FCA �- 9 C -41 Co11berCIrie._;rincl �i s ocl e e - i -b e, F�oSed on 3es+- tv t"'►e�C-1 a� � [. L9 rd `fie �.%-� � � i ��,�j{� , 0 L Caj &Ltor s 1,'A L.cxd rder Gu.rccn .e i s + 1,6 Sti nc� the Old Vie. t.lseJ M©r�c 1=0C f 'f ..a Ca rr io (r r'1 ca- 0 -9Q�CS O F i Cs' 2487 S. Gilbert Rd. Ste 106-(607) • Gilbert, AZ % 480.329.0493 • www.cafiber-es.com 2.7 Serving. AZ • CO • IA • NM • OR -TX • UT Project Tide: Project No.: Eng: Date: �k COD a� 6--cl 0 � k- Cv -,. C �2 r1r; Co I i ber vi I+ co JrA., �,J LA :: ) q '-A ?L 14VL 7 ;t � LA 3 \( -C, UCCA Lt9ar_ a -kr- 40 3CAI\105i4- 5 11\ a4 24878, Gilbert Rd. Ste 106-(607) - Gilbert, AZ * 480.329.0493 • www.ca4ber-cs.amn Serving: AZ - CO - LA - NM - OR - 'I -X - L! 2.8 SLAB W/ ORIGINAL DESIGN LOADING l� I x -.194k/ft-.194k/ft 194k/ft-.194k/ft I 1 2 Q43 N 5 Loads: LC 3, 1.4DL + 1.7LL SK -1 Apr 29, 2019 at 7:43 PM untdled.r3d 2.9 SLAB W/ ORIGINAL DESIGN LOADING Member: M1 Shape: Material: RIGID Length: 100 ft I Joint: N1 J Joint: N5 Code Check: No Calc Report Based On 199 Sections Dy in vM 0 at 87.374 ft Dz in 2.422 at 50 ft Vy N N k -2.422 at 100 ft A k Vz k 10.094 at 50 ft Mz k -ft 1w v v -5.045 at 12.626 ft T k -ft My k -ft fa ksi fc ksi ft ksi 2.10 SLAB W/ ADDED LOADING Y �X ADDED LOAD DUE TO BALLAST MOUNT -.087k -.194k/ft-.194k/ft f-.194k/ft-.194k/ft � I AWAAMAAAAAAMA L 1 2 3 35 Loads: LC 5, 1.4DL + 1.7LL + 1.4DL(Add) SK -3 Apr 29, 2019 at 7:46 PM untitW.r3d 2.11 SLAB W/ ADDED LOADING Member: MI Shape: Material: RIGID Length: 100 ft I Joint: N1 J Joint: N5 Code Check: No Calc Report Based On 199 Sections Dy in vM 0 at 12.626 ft Dz in 2.495at0ft N N Vy k -2.422 at 100 ft A k Vz k T k 10.449 at 0 ft Mz 1w i v i V1 k -ft -5.159 at 12.626 ft -ft My k -ft fa ksi fc ksi ft ksi 2.12 Project Tide: Project No. Eng: AOR Cc l iter t - Date: S rib C.hec, c cx-�- L—r -'A � - Spo,\m 4 ,� o ( 7�rmf-1 eS, A, Fi?rn c -r -A ko �q- Far F- ( ria,le—)O,` DeS t CM7)to L) V\A- -- �. � F D k rckek— 50,\tas�` Jo 2487 S. Gilbert Rd. Ste 106-(607) - Gilbert, AZ - 480.329.0493 * wwwxAber-es.cm Serving: AZ - CO - Li - NM - OR - IN # UT 2.13 SLAB W/ ORIGINAL DESIGN LOADING Y �LX -.194k/ft AAAAA;AAAAAAAAAAAA�-A�AAAAAAAAAAAAAA Ai 1 2043 5 Loads: LC 3, 1.4DL + 1.71 -1 - SK - 1 Apr 30, 2019 at 7:58 AM Slab at 9.r3d 2.14 SLAB W/ ORIGINAL DESIGN LOADING Member: M1 Shape: Material: RIGID Length: 100 ft I Joint: N1 J Joint: N5 Code Check: No Calc Report Based On 199 Sections Dy in vM 0 at 87.374 ft Dz in A k 2.422 at 50 ft L\ \ � Vy k N -2.422 at 100 ft Vz k T — k -ft 10.094 at 50 ft Mz k -ft -5.045 at 12.626 ft My k -ft fa ksi fc ksi ft ksi 2.15 SLAB W/ ADDED LOADING Y �X ADDED LOAD DUE TO BALLAST MOUNT -.194k/ft �l ; I AAAAtWAAAAAA�LA LLLL 1 2 3 5 Loads: LC 9, 1 ADL + 1.7LL + 1.4DL(Add) SK -2 Apr 30, 2019 at 7:59 AM Slab at 9.r3d 2.16 SLAB W/ ADDED LOADING Member: M1 Shape: Material: RIGID Length: 100 ft I Joint: N1 J Joint: N5 Code Check: No Calc Report Based On 199 Sections Dy in vM 0 at 37.374 ft Dz in A k 2.553 at 25.253 ft N N Vy k N TN -2.551 at 24.747 ft Vz k T k -ft 10.201 at 0 ft Mz k -ft -5.142 at 37.374 ft My k -ft fa ksi fc ksi ft ksi 17 Project Tide: Project No.: Eng. Dare: Coo iberE-nglneerlJ_.,,q , �Aec,-r ?xr? 8- Det'\lec� as, (on+,nvovc, SFekr)5 tJ O riC.Q.+ ri(h 2487 S. GBbw Rd. Ste 106-(607) • Gilbert, AZ • 480.329.0493 • WWW.Calilxr-e .com Serving AZ • CO • B • NM — OR • '1 .k • UT 2.18 q00 \b s IS 7, 5 4 �- 2487 S. GBbw Rd. Ste 106-(607) • Gilbert, AZ • 480.329.0493 • WWW.Calilxr-e .com Serving AZ • CO • B • NM — OR • '1 .k • UT 2.18 SLAB W/ ORIGINAL DESIGN LOADING Y �LX -.194k/ft Loads: LC 3, 1.4DL + 1.7LL SK -6 Apr 30, 2019 at 8:13 AM Slab at 7.r3d 2.19 SLAB W/ ORIGINAL DESIGN LOADING Member: M1 Shape: Material: RIGID Length: 125 ft I Joint: N1 J Joint: N6 Code Check: No Calc Report Based On 199 Sections Dy in mvv 0 at 62.5 ft Dz in A k 2.422 at 0 ft Vy k N\\�NNN\\� -2.422 at 125 ft Vz k T k -ft 10.094 at 0 ft Mz k -ft -5.047 at 62.5 ft My k -ft fa ksi fc ksi ft ksi 2.20 SLAB W/ ADDED LOADING Y �LX ADDED LOAD DUE TO BALLAST MOUNT -.194k/ft 1 2 3 5 6 Loads: LC 9, 1 ADL + 1.71-1- + 1.4DL(Add) SK -5 Apr 30, 2019 at 8:12 AM Slab at 7. r3d 2.21 SLAB W/ ADDED LOADING 2.22 Member: M1 Shape: Material: RIGID Dy in Length: 125 ft Dz I Joint: N1 vvvvv in J Joint: N6 Code Check: No Calc 0 at 62.5 ft Report Based On 199 Sections 2.498 at 50.505 ft A k VY k N N \ Vz k -2.581 at 49.874 ft 10.276 at 49.874 ft T k -ft My k -ft Mz k -ft -5.137 at 62.5 ft fa ksi fc ksi ft ksi 2.22 Project Title: Project No.: Eng: Date: B e m- L hey. oot- sr r -Fr -k JNY� ,; na_k \De S;. vl = a,3 � �-,, 1 �t Cl'- �, Calibers n I`-loon1j � 4� s _. " 4 c"I 61 � t- = 13e 1-1 ;�-- ff I lo" o -��- C'� LAS �- +S �; r� r� s �` O'er. 1� 2 ' IAOO V:6 2487,S. Gilbert Rd. Sre 106-(607) Gilbert, -1% • 480.329.0493 • wwwxaliber-esxmn 2.23 Serving. A/•CO •Lk•NM•OR-TX •U' BEAM W/ ORIGINAL DESIGN LOADING -2.39k/ft Loads: LG 1, 1 ADL + 1.7LL SK -1 Apr 30, 2019 at 9:52 AM Beam D. rad 2.24 BEAM W/ ORIGINAL DESIGN LOADING Member: M1 Shape: Material: RIGID Dy in Length: 75 ft I Joint: N1 Dz in J Joint: N4 Code Check: No Calc 0 at 62.5 ft Report Based On 199 Sections 29.875 at 50 ft L \ \ \ \ N Vy k A k Vz k -29.875 at 25 ft 124.479 at 25 ft J, T k-ftMy k -ft Mz k -ft -62.24 at 12.5 ft fa ksi fc ksi ft ksi 2.25 BEAM W/ ADDED LOADING Loads: LC 2, 1 ADL + 1.7LL + 1 ADL(Add) SK -2 Apr 30, 2019 at 9:53 AM Beam D.r3d 2.26 BEAM W/ ADDED LOADING Member: N/1 Shape: Material: RIGID Length: 75 ft I Joint: N1 J Joint: N4 Code Check: No Calc Report Based On 199 Sections Dy in 0 at 37.5 ft Dz in A k 30.987 at 25 ft VY k -30.011 at 24.621 ft Vz k T k -ft 127.441 at 25 ft Mz k -ft e1a7� -62.799 at 37.5 ft My k -ft fa ksi fc ksi ft ksi 2.27 Project Title: Project No.:. Eng. Date: C I - Col berL-nq 1 -)eerir)�J P, �-- '-') Vw- 5 3, 2 IK IJ,.A � = (-.> (,-) - -7 K Lc A- io — LA SO Fiea.ck(on r S Ve,� b L/se- � 5 60 �kD 5 L-A a l 12,o kbs �, k- -7, � 2487 S. Gilbert Rd. Ste 106-(607) * Gilbert, AZ * 480.329.0493 - www.cgi-ber-cs.com 2.28 Serving. A7, - CO * LA - NM # OR , IX * Ul' � 5 60 �kD 5 L-A a l 12,o kbs �, k- -7, � 2487 S. Gilbert Rd. Ste 106-(607) * Gilbert, AZ * 480.329.0493 - www.cgi-ber-cs.com 2.28 Serving. A7, - CO * LA - NM # OR , IX * Ul' BEAM W/ ORIGINAL DESIGN LOADING -4.71 k/ft Loads: LC 1, 1.4DL + 1.7LL Ilk It Ilk I PA I SK -1 Apr 30, 2019 at 9:26 AM Beam 7 & 9.r3d 2.29 BEAM W/ ORIGINAL DESIGN LOADING Member: M1 Shape: Material: RIGID Length: 75 ft I Joint: N1 J Joint: N4 Code Check: No Calc Report Based On 199 Sections Dy in 0 at 62.5 ft Dz in 58.875 at 50 ft L \ \ \ \ N Vy k -58.875 at 25 ft A k Vz k 245.313 at 50 ft MzIMM-7 A k -ft -V4 122.656 at 12.5 ft T k -ft My k -ft fa ksi fc ksi ft ksi 2.30 BEAM W/ ADDED LOADING Y �LX ADDED LOAD DUE TO BALLAST MOUNT -1.12k -4.71 k/$6k 1 2 3 4 Loads: LC 2, 1.4DL + 1.7LL + 1.4DL(Add) SK -1 Apr 30, 2019 at 2:19 PM Beam 7 & 9.r3d 2.31 BEAM W/ ADDED LOADING Member: MI Shape: Material: RIGID Dy in Length: 75 ft I Joint: N1 Dz in J Joint: N4 Code Check: No Calc 0 at 12.5 ft Report Based On 199 Sections 60.362 at 0 ft VY k N \ \ \ \ A k Vz k -59.068 at 25 ft 250.869 at 0 ft ;s T k -ft My k -ft Mz k -ft -124.207 at 12.5 ft fa ksi fc ksi ft ksi 2.32 Project Tide: Project No.: Eng Dare: or'1 G ��Jl Stan S 1^ t S W cfre n +rod to CCSIiber(l=ngine oring %-heS; r)c. 6& -se- re- �— ie. Shear. f-�4-ron J �� errs fry C. c G?, rxr- rM s . orcuf-c, O't -t fit t---eS -1-S a ve-r -�'n& T �OnS iC�ene o , +�-ae 5% 2487 S. Gilbert ltd. Ste 106-(607) • Gilbert, A7. • 4$0.329.0493 • www.calibcr-cs.com Serving. A% • CO • LA • Nnf • OR • TX • UT 2.33 UFR ASSEMBLY DRAWING \ c 3.1 MFR ASSEMBLY DRAWING r Km z z w z z a ow ¢° o� r Zz , Q z ILL O � Q x 6 CIO O u n It n ¢x 33 Km lit a Eli 3. r LU 3lit m0i: a / T 06 j — 'I s ao c urs ri �- gom q*jo" �&hA-4s -pe out po ' ao:j "a"Ing 33iwo Nb i � x � n-. 4 711 lit a Eli 3. r LU 3lit m0i: a / T 06 j — 'I s ao c urs ri �- i n-. 4 711 � r � } yFQ 1) tit C C C C C C i31 91u -� y� P G"�,✓ g _ e -,iia _ _ i31 91u -� P G"�,✓ ___ D ,yz _ e -,iia _ _ a ed -� o -,5a b -.ea - - I r 1 —/ �R - 40. 9G .• I ip� 11 I E9 u Ic I aqL a» nq ac o n d 44 i o O r r - o I I 1 i i c I LTL S9 oLq b!9 I 1 - 5 1 I 6tq 44 - I I � - GG— Y I C E C _ 7,W 1, 1 I I 0 i io•,u e 9fl I � I i c 1G4 8 \ _ Tl - I — a^ 4� ' i+ lu i I a.. a � u® Q A < <aq IL U � 1 I I I ' -- a a i u->llYii �OI � � 9� - K Vi ', - - r,7. Q-,yE B,,ZE - p•,y2 f:.�".1 CA C i t r d I I I I i It04— �:, IIx M1R 1 9nK �� � �vrx�(M ss •. Ns M nmxr. row:. �, .� LRL.� N�exr I . i i I � I a 4Q a r .Lr S-4 ain s3unIN3A ON11di IF 60we opex>jo3 U—G/Pa4S A- P"Ah -MBOW "p-lum-w, 4—s uo:j Emains 33WA0 W fj 0 60 els All, 1 Ila 1 1,!, 1 wi "T1q;115 gal"H - Pill arm Thow 1 H Nil! 11HII 1 :.:"Idaill .10, !81 1 P EM! i 1 i i PAPI H 11541 1 am, 'still Ogg uldl URI lip' 1c KHOO i tl MY I lip, Nil, NINEMANHug" KIM tel i&HEOA;01"1 on " a LLI Egg l - L 11TIHM Q 11 101 ) \ 1 N W how 2 T I 1 -0 - j j vjj j 4 94 7.210 1 :1 if na T I 41, \, - 0i 4 W1 W how 2 all S38n1N3A ONMIN QPV-M *&Maa,'pa4S aVqjj a" I L 80-1 ONICning 331 -MO NV el 79T 'IV I II 33 11111 El i 14 I I La I I I I Ll'. I I I I I Ll I I I I Ll I I I El I Ll El Ll EL, L I-, I I Ll I I Lj t I .L I I Ll I Sa 0 F, 2 rigV Q, L A + 2, c I i's I e ik c A 3 a! q CLLI 53Hn1N3A ON11d0f q 80:1 Maims 3owo mf ea Q `let vi 0 4.1 i-1 JL I I 0 gr Reviewed for Zoninc, Cru1 pli 1nr i lu City of Wheat Rivage Planiiirlb L,iVlswn PROJECT DESCRIPTION APPROVED t &It ROOF SCOPE OF WORK: REMOVE EXISTING WALL &TRIPOD MOUNTS FROM BUILDING RECEIVED �a • REMOVE EXISTING RRH FRAME FROM ROOF �� Mobility • REMOVE & REPLACE EXISTING (3) RRHs PER SECTOR By REMOVE & REPLACE EXISTING (2) ANTENNAS PER SECTOR • REMOVE &REPLACE (1) EXISTING SURGE SUPPRESSOR (GAMMA SECTOR) REMOVE & REPLACE (2) EXISTING DC TRUNKS WITH (2) NEW #6 DC TRUNKS [LATE: ���� AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 RELOCATE (2) RRH PER SECTOR RELOCATE (2) ANTENNA PER SECTORCOMMENTS; MOblil PLer Mobility � SHORTEN ALPHA SECTOR CABLE TRAY BY 14' SHORTEN GAMMA SECTOR CABLE TRAY BY 2' AND RELOCATE TO NEW GAMMA SECTOR LOCATION Y �, l S m a t i n NEW STEALTH PER CES STEALTH ' 1 INSTALL SCREENING SCREEN DRAWINGS DATED 06.29.19„ GROUND EQUIPMENT TO BE INSTALLED: 8502 E VIA DE VENTURA, SUITE 220 REMOVE (1) EXISTING BATTERY RACK SCOTTSDALE, AZ 85258 REMOVE (1) EXISTING POWER PLANT INSTALL (1) NEW FSM4 W/ (1) AMIA, (1) ARIL & (1) ASIK SITE NAME: 38TH AND KIPLING INSTALL (1) NEW VERTIV NETSURF 7100 [NE0.19735] -48VDC POWER PLANT OUTFITTED WITH (12) xx EA. HE 2K [ -48VDC RECTIFIERS [NEQ.15930] & (3) EA. HE 1.5KW -48VDC/+24VDC CONVERTER MODULES NEQ.1.15929]. � SITE NUMBER: C O L01062 FIELD SERVICES • INSTALL -48VDC BATTERY RACK 11 here quality still counts. • RECONFIGURE (28) EXISTING BATTERIES, INSTALL (20) BATTERIES IN NEW BATTERY RACK & (8) BATTERIES IN NEW POWER PLANT 2227 W. PECOS ROAD. SUITE 4, CONSTRUCTION DRAWINGS CHANDLER AZ 85224 ADDRESS SCOPE OF WORK VICINITY MAP APPLICABLE BLDG. CODES AND STANDARDS 4251 WHEAT RIDGE,GCOTREET 80 33 /+ /'+ ❑ 1 C ❑ 3C ❑ 5C ❑RRH SWAP ❑ 4TXRX DIRECTIONS: (161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112): SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND SITE NUMBER GET ON I-25 N IN CENTENNIAL FROM INVERNESS BLVD 0.7 MI, CONTINUE ON I-25 N. LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT COL01062 ❑ 2C ❑ 4C® 6C ® 2ND RRH ADD ® 5G TAKE US -6 W/6TH AVE TO CO -391 N/KIPLING ST IN LAKEWOOD. TAKE THE CO -391 N/KIPLING ST EXIT FROM US -6 W/6TH AVE 18.1 MI, FOLLOW KIPLING ST TO YOUR ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. SRENAME DESTINATION IN WHEAT RIDGE 3.6 MI, MERGE ONTO CO -391 N/KIPLING ST CONTINUE TO FOLLOW KIPLING ST PASS BY MCDONALD'S (ON THE LEFT IN 0.9 MI) 3.5 MI TURN BUILDING CODE: [INTERNATIONAL BUILDING CODE (IBC), 2012 AS ADOPTED BY THE LOCAL JURISDICTION] 38TH AND KIPLING PROJECT INFORMATION SEAL LEFT ONTO W 43RD AVE 436 FT TURN LEFT 167 FT TURN LEFT DESTINATION WILL BE ON THE RIGHT ELECTRICAL CODE: [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 2007, NATIONAL ELECTRICAL SITE ADDRESS: 4251 KIPLING STREET ZONING DISTRICT: C-1 WHEAT RIDGE, CO 80033 EXISTING USE: UNMANNED TELECOMMUNICATIONS FACILITY LATITUDE: 39'46'34.0"N (39.7761028) NEW USE: UNMANNED TELECOMMUNICATIONS FACILITY CODE, 2017 AS ADOPTED BY THE LOCAL JURISDICTION] LONGITUDE: -105'6'35.9"W (-105.1102447) CONSTRUCTION TYPE: II -B LIGHTNING PROTECTION CODE: JURISDICTION: CITY OF WHEAT RIDGE A.P.N. 39-214-1-002 _ ...•. [NFPA 780 - 2002, LIGHTNING PROTECTION CODE] yQ'�Qp RE®/t�F1 0 44503 �o RF DATA SHEET t 9 - SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS QP DATE ISSUED: 01/25/19 VERSION: 2.00 RFDS ID: 2450466 - -"• ;-. s ;1 «-^`= i+- " •- ) FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, THIRTEENTH EDITION ANSI/TIA 222-G, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. �. 10131/1 Fig Epe uNAL DRAWING INDEX REV 5 4 may` TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR SIGNED, 16 JUL 2019 10093832-COL01062-T-1 TITLE SHEET 0p w - m TELECOMMUNICATIONS 640 10093832-COL01062-GN-1 GENERAL NOTES 10093832-COL01062-A-1 OVERALL SITE PLAN 0 0 a •aa• ^° a^ "' V. 6 n ^ °'^ _ ."- INSTITUTE FOR ELECTRICAL EN �ErtN (IL�E fGJDE METITUTE EARTH RESISTIV I S Ucm � 10093832-COL01062-A-1.1 ROOF PLAN 10093832-COL01062-A-2 EXISTING ENLARGED EQUIPMENT PLAN 0 0 ^' p .m- OF A GROUND SYSTEM IEEE 1999) 0 AND GROUNDING of ELECT Qi41oNAlIJNITY DEVELOPMENT 10093832-COL01062-A-3 NEW ENLARGED EQUIPMENT PLAN 0 f a ® $ IEEE C2 NATIONAL ELECTRIC SAFETY CODE RS N 3 v z 10093832-COL01062-A-4.0 EXISTING & NEW ELEVATIONS 0 E m 3 10093832-COL01062-A-4.1 EXISTING & NEW ELEVATIONS 0 p °°iKr°^,,,i;,^n ,1iI�IED TELCORDIA GR -1275, GENERAL INSTALLA EUI 10093832-COL01062-A-4.2 EXISTING &NEW ELEVATIONS 0 a„ "' ANSI T1.311, FOR TELECOM - qCK POWER MS - T G ENVI ONMENTAL PROTECTION @Vie mpiance � 0 M Z 10093832-COL01062-RF-1 EXISTING & NEW ANTENNA CONFIGURATION 0 ® M°°�„° Z a w w w o 10093832-COL01062-RF-2 RF &EQUIPMENT DETAILS 0 S S OF I ED CODES AND STANDARDS GARDI FOR ANY CONFLICTkiFN <00 a o g 10093832-COL01062-G-1 SCHEMATIC GROUNDING PLAN 0 "' "" MATERIAL, METHO R TOR REQUIREMENTS, THE REQL RN. IS CONFLICT M U10093832-COL01062-S-1 O d o""'}u=ixRESTRICTIVE GSN & ISOMETRIC 0 j0N GENERAL REQUIR I SPECIFIC Z x10093832-COL01062-S-2 PARTIAL ROOF PLAN 0 " SHALL UUVERN. Pians Iner Date � o -1 < w ~ Z z W J = r x 0 10093832-COL01062-S-3 FRP SCREEN PLAN VIEWS 0 HBI Nbrtuary , . ,.. .. x s� .,ery STRUCTURAL ANALYSIS OF TOWER CES AND ANTENNA MOUNT ANALYSIS IS BY CES. m O m � J v D � v �J 4Q1 10093832-COLOI062-S-4 FRP SCREEN WALL ELEVATIONS 10093832-COL01062-S-5 STRUCTURAL DETAILS 0 0 e «- - �, Pat E�9e . ^, a BOTH THE cc Itlt 4tl80ne11 guaalSspec jka DOCUMENTS HA eY,y��T` T Y WFR OR w O < < f MOUNT MODIFI hf(K7R"1'6'�IIV ��� of o^1't'Oroo 10093832-COL01062-S-6 SECTOR PLAN VIEWS 0 we°° . oay of Ow prowslons of Me bruldtng code or of otr City ordinoncim Per T w a " g pm►'wn0 tb 9" mdhodty to V W00 or abncet the provwons of the U NORTH cam or ~ oronallm of dw aty shot) not be a" Y rp rn rn rn rn rn rn SITE PROJECT PARTICIPANTS DIG INFO SCALING DRAWINGS1, Go � 01, ° N NAME COMPANY NUMBER SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ¢ � 0 0 0 0 0 0 ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE o LL < m v o w LI- o A/E CHRIS WOLFE WYCO FIELD SERVICES 833-835-2983 SAC NATHAN MARTONE SMARTLINK, LLC 817-287-9725 CALL COLORADO ONE CALL (800) 922-1987 8' FOR THE SAME. SHEET TITLE TITLE SHEET RF ROMMEL LICUDINE AT&T WIRELESS 703-956-0341 CALL 3 WORKING DAYS \ / IF USING 11"x17" PLOT, DRAWINGS WILL BE AT HALF SCALE, LANDLORD CENTER POINT PROPERTIES, LLC 303-297-3137 BEFORE YOU DIG! SHEET NUMBER T-1 GENERAL NOTES: 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: 1.1. CONTRACTOR - T.B.D. 1.2. SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 1.3. OWNER - AT&T MOBILITY 1.4. OEM - ORIGINAL EQUIPMENT MANUFACTURE 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 6. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. 7. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR. 8. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 9. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OFF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 10. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 11. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 301. 12. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 13. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25741-000-3APS-AOOZ-00002, GENERAL CONSTRUCTION SERVICES. 14. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 15. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY NEED TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 16. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. 17. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 18. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL. 19. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 20. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS. 21. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 36 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS. 22. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PLANELOAD AND CIRCUIT ID'S). 23.PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 24. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. USE LOW PROFILES TIE WRAPS. 25. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. GENERAL NOTES Oat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 44 smart 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE. AZ 85258 FIELD SERVICES to here quality still counts. 2227 W. PECOS ROAD. SUITE 4, ADDRESS 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 SITE NAME 38TH AND KIPLING 04� NEW,, a 445630 'o EXP W R. 10/31119 Ffs�0 NAL SIGNED, 16 JUL 2019 32 1 113-0 0 N ow z a x Z Z 0 O Z w � Z o CL M Q rn 0 0 v n: U M Z w w W 5 CO_+ n OZ o w U O U Q W Z w J DO, ¢ Z_ U 0 U N Y O 1=10111111 SHEET TITLE GENERAL NOTES GN -1 m r���------999999 3 a In LL �q m O N a rn M o I m rn 0 1 -1 rn O 0 -ILO rn N 0 m O 0 ti rn 0 0 SHEET TITLE GENERAL NOTES GN -1 cl ✓ �I I �'d-, i.'lC f � C"'iJilflIIId viv L`,IU11 �61%1 ig ENTS (E) JUNK YARD � W 43RD AVE OVERALL SITE PLAN (E) PROPERTY LINE (TYP) REMOVE 2' FROM END OF (E) GAMMA SECTOR CABLE TRAY & RELOCATE E PARKING LOT LA W 43RD AVE (E) E aL � 1 2 �,.- - - A4.1 (TYP) `ice 1 2 A4.0 I SEE EQUIPMENT PLAN 1 r(E) DOG HOUSE A3 REMOVE 13' FROM END OF EXISTING CABLE TRAY IN ALPHA SECTOR I I SEE ANTENNA PLAN t/3 RF1 APN � \Rry 39-214-1-002 I � � ZONING 0 (E) TREES z (TYP) C—t 0- 1 2 \\� -- Y A4.2 \ LEGEND 3UtWI1UI OUVINUART LIINL ,�_ �!�, ���� Q UTILITIES uGp--- BURIED POWER LINE Mobility WATER METER BURIED GAS LINE FIRE STAND PIPE oHr OVERHEAD TELEPHONE LINE ® UGT BURIED TELEPHONE LINE AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR —w—w— BURIED WATER LINE ENGLEWOOD, CO 80112 ss BURIED SANITARY SEWER BURIED STORM DRAIN OVERHEAD POWER LINE - Sma rtl i n sU o.+a UTILITY POLE LANDSCAPE POLE GUY WIRE 117 DITCH LINE/FLOW LINE 8502 E VIA DE VENTURA, SUITE 220 GAS METER ROCK RETAINING WALL SCOTTSDALE, AZ 85258 `^ VEGETATION LINE CHAIN LINK FENCE a SIGN WOOD FENCE BOLLARD �Q G z0 BARBED WIRE FENCE F'i S SPOT ELEVATION RAILROAD TRACKS E L D E RVI C E S O EDGE OF ROAD/STREET I*% here quality still Counts. M CENTERLINE OF ROAD/STREET 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 5 PROPERTY U. — — — — PROPERTY LINE ADDRESS ----- RIGHT—OF—WAY CENTERLINE 4251 KIPLING STREET WHEAT RIDGE, CO 80033 ------- RIGHT—OF—WAY LINE + -------- ADJACENT BOUNDARY LINE SrTENUMBER COL01062 ------- SECTIONAL BREAKDOWN LINE o O AT&T SITE PROPERTY SITE NAME - 3UtWI1UI OUVINUART LIINL SYMBOL KEY Q FIRE HYDRANT m GATE VALVE ® WATER METER A FIRE STAND PIPE ❑ CATCH BASIN, TYPE I ® CATCH BASIN, TYPE II TRANSFORMER A LIGHT STANDARD © POWER VAULT ® UTILITY BOX * UTILITY POLE E— POLE GUY WIRE 117 GAS VALVE ® GAS METER �T TELEPHONE VAULT a TELEPHONE RISER a SIGN v BOLLARD �Q G z0 MAIL BOX 23_ 4.21 SPOT ELEVATION Z,ro Know what's blow. Call bion you dl0 1-800-424-5555 FULL SCALE 1" = 40' (uaa sMm ora» aD ao' o44 ao' NORTH HALF SCALE 1" = 80' 0107 SHM DMC1) 80' 38TH AND KIPLING yQ'*pp REO4,�,, 44 `c0 1/1 NAS E�4 SIGNED, 16 JUL 2019 3 U} CD z 0] LLJ N~ O O z r z g z a J o o 0 v �Q G z0 Q N O O O O O O M �o5 5 Fm U. z 0 D N U + O a W Z UJ o O Z J U 0 O g J U J O Z t - W 0 T LLI Of o- n ■ ■ Y O M O O N O O Q N O O O O O O 3 U. + Q m U O W tL O SHEET TITLE OVERALL SITE PLAN A-1 %ar Ridge 1 City of Wheat Ridge Piarinuis ui' I it 'If LEGEND a 3 'a W 1 C�lai� l'� VLA Nov. [!, P�i�� UTILITIES at&t r-� ucP BURIED POWER LINE �i MobilityBURIED GAS LINE OHr OVERHEAD TELEPHONE LINE AT&T MOBILITY BY: � DOr BURIED TELEPHONE LINE 161 INVERNESS DR WEST, 2ND FLOOR BURIED WATER LINE ENGLEWOOD, CO 80112 DATE' �`1 — ss BURIED SANITARY SEWER L so -- BURIED STORM DRAIN OVERHEAD POWER LINE COMMENTS' Sry��{ Ctl �/ f�>E� � � LANDSCAPE �� 1 T o� �` DITCH LINE/FLOW LINE 8502 E VIA DE VENTURA, SUITE 220 Yt. SCOTTSDALE, AZ 85258 C tcC9 PW&W � r I� ROCK RETAINING WALL +, J � A.t `^'-`^�`^ VEGETATION LINE O dl�Vo CHAIN LINK FENCE I� WOOD FENCE BARBED WIRE FENCE RAILROAD TRACKS FIE LD S E RVI C E S EDGE OF ROAD/STREET 1% here quality still counts. CENTERLINE OF ROAD/STREET 2227 W. PECOS ROAD. SUITE 4, l CHANDLER AZ 85224 ❑❑❑❑❑❑❑❑�❑❑❑❑❑❑�❑ PROPERTY F-10 O O ❑❑ – – – – – – (E) PROPERTY LINE (TYP) – – – – – – _-�-- PROPERTY LINE ADDRESS — RIGHT–OF–WAY CENTERLINE HEAT KIPLING STREET ❑-------- ADJACENT BOUNDARY LINE WHEAT RIDGE, CO 80033 ❑ 000 —RIGHT–OF–WAY LINE SITE NUMBER ❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑------- SECTIONAL BREAKDOWN LINE COL01062 ❑ AT&T SITE PROPERTY SITE NAME ❑ (E) 53' TALL CABLE CHASE SUBJECT BOUNDARY LINE 38TH AND KIPLING ❑ W/ DOG HOUSE ON ROOF INSTALL (3) NEW NON -PENETRATING 8a41'� SYMBOL KEY SEAL SLEDS (SITEPRO1 RTO -I4 -HD) ❑ `�� __ -Q FIRE HYDRANT (1) PER SECTOR, LOCATED PER CES ❑ DC GATE VALVE STRUCTURAL PLANS DATED 04/30/19 ® WATER METER r� � __ _ A FIRE STAND PIPE RELOCATE GAMMA SECTOR CABLE C 0 CATCH BASIN, TYPE I � NECJ.T TRAY TO NEW GAMMA SECTOR ❑ ® CATCH BASIN, TYPE II LOCATION O ❑� TRANSFORMER 0 uO A LIGHT STANDARD TOTAL ROOFTOP BETA CABLE LENGTH 60' © POWER VAULT o 10I31/1g \ym oOo UTILITY BOX �'+/a NAL ESO 000 O O 0 UTILITY POLE SIGNED, 16 JUL 2019 F- POLE GUY WIRE O O O ❑❑ m GAS VALVE �O ❑ 13 GAS METER ❑ O ❑ Q TELEPHONE VAULT TOTAL ROOFTOP GAMMA ❑❑❑OO ❑❑❑❑ ❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑Q❑❑❑ o TELEPHONE RISER APN CABLE LENGTH 170' CIO, a SIGN 3Ln 39-214-1 -002 OO ❑ ❑ ❑ ❑ ❑❑ o MAILBOX m RD z 3 ZONING7 OO ❑ 234.21 SPOT ELEVATION C-, OO ❑ M 0 o z M z �¢ O❑ ❑ a M o j j cWi z Q W �gsc�� Ln O 0- O 01 TOTAL ROOFTOP BETA M z e - p N CABLE LENGTH 100' O U o J W z z x (E) BUILDING m O LL U U o \ (E) TREES (TYP) o z In In (TYP) Y O uj Toouj U �\ro ■ ■ no, m � I" a) Go o o)coo \\- z a Q `! o o o o o o ro Knowwhat'. Wow. x >W'I Call before you dig O LL �I Q O7 U 0 W WO 1-800-424-5555 SHEET TITLE *41100 FULL SCALE 1" = 40' ROOF PLAN (wu 80' 40' 40' orr1 0 40' 80' SHEET NUMBER she NORTH HAS SCOAnE 1" = 80' OVERALL SITE PLAN I 1 A-1.1 BIIR�ii. of Ridge D►VI50 2 0 Fx I- 0 O CL 0 0 U Q d' I N EXISTING ENLARGED EQUIPMENT PLAN mat&t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 15'-4" AT&T COMPOUND (INTERIOR) smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 (E) HVAC DISCONNECT (E) TRANSFORMER A% FIELD SERVICES 11 here quality still counts. 2227 W. ROAD. SUITE 4, (E) AC PANEL 5(TON (E) (6) DIPLEXERS CHANDLER AZ 85224 (T,P) HVAC MOUNTED TO (E) CABLE LADDER ADDRESS 4251 KIPLING STREET WHEAT RIDGE, CO 80033 (E) MAIN (E) COAX ENTRY PORT SITE NUMBER COL01062 DISCONNECT (E) UMTS CABINET 38TH AND NAME � SEAL f(E) FIF RACK gyQ'*pO REg�gTfg� 44503 0 I I I�(E) LTE RACK ; aup% SIGNED, 16 JUL 2019 REMOVE &REPLACE (E) POWER PLANT (E) i(E) FIF RACK 5 -TON HVAC (TEl)BATTERY RACK P L_ - - (E) BATTERY RACK TO BE REMOVED & REPLACED STORAGE CABINET \—(E) ACCESS DOOR 16'-4" AT&T COMPOUND (EXTERIOR) FULL SCALE 1/2" = 1'-0" (aau s aa» 4' 2' 2' 0 2' 4' NORTH HALF SCALE 1/4" = 1'-0" 3 0 U Z m 3 N LU z Q- 00 a o 7Z m 2 M o o a W 0 U N ED O M N o W x r F W o n 3 U U J w Z W = 0 ED O j Z � J U 0 O U Q J W O N Y � J LLj a U 00 m O 01 O1 01 � m \ m m o rn m \ \_ \ \ \ \ \ Q N O O O O O O 3 a Q m U 0 W li O SHEET TITLE EXISTING ENLARGED EQUIPMENT PLAN A-2 0 0 Ld FW- 0 z 0 0 a 0 O U d I N NEW ENLARGED EQUIPMENT PLAN 15'-4" AT&T COMPOUND (INTERIOR) HVAC DISCONNECT /—(E) TRANSFORMER E (E) AC PANEL ---,\ (E) (6) DIPLEXERS (TYP)HVAC MOUNTED TO (E) CABLE LADDER MAIN � (E) COAX ENTRY PORT DISCONNECT �J (E) UMTS CABINET LA:�� T\ I I I f(E) FIF RACK I I (E) LTE RACK INSTALL (1) (N) AMIA, (1) ARIL, & (1) ASIK IN (E) FSM4 INSTALL (1) NEW VERTIV NETSURF 7100 [NEO.197351 -48VDC POWER PLANT OUTFITTED WITH (12) EA. HE 2KW -48VDC RECTIFIERS [NEO.159301 (E) I (E) FIF RACK (3) EA. HE 1.SKW -48VDC/+24VDC 5—TON I CONVERTER MODULES [NEO.159291, HVAC & (8) REUTILIZED BATTERIES I (E) EXHAUST VENTILATION (E) BATTERY RACK L — J (TYP.) — — INSTALL -48VDC BATTERY RACK W/ (20) REUTILIZED BATTERIES STORAGE CABINET \-(E) ACCESS DOOR 16'-4" AT&T COMPOUND (EXTERIOR) ELECTRICAL SOW SUMMARY (RESULTS BASED ON POWER AUDIT TOOL PROVIDED BY AT&T): 1. EXISTING CONFIGURATION PER RFDS V2.0 01.25.19 2. FAILS RECTIFIERS/FAILS CONVERTERS; REPLACE EXISTING INDOOR POWER PLANT WITH NEW VERTIV NETSURE -48VDC POWER SYSTEM; INSTALL (1) NEW VERTIV NETSURE 7100 [NEQ.19735] -48VDC POWER PLANT OUTFITTED WITH (12) EA. HE 2KW -48VDC RECTIFIERS [NEQ.15930] & (3) EA. HE 1.5KW -48VDC/+24VDC CONVERTER MODULES [NEQ.15929]. 3. NO GENERATOR ON SITE 4. PASSES BATTERY RESERVE CAPACITY; SITE HAS (28) EXISTING MARATHON M12V155FT. I.E. (14) STRINGS CONFIGURED 0 +24VDC NOMINAL. INSTALL -48VDC BATTERY RACK. RECONFIGURE EXISTING BATTERIES INTO (7) STRINGS (4 CELLS PER STRING) 0 -48VDC NOMINAL, (5) STRINGS IN NEW BATTERY RACK & (2) STRINGS IN NEW POWER PLANT, TO ACHIEVE 4.84 HOURS OF BATTERY BACKUP. 5. PASSES HVAC TONNAGE CAPACITY: THERE ARE (2) 5 -TON HVAC UNITS ON SITE. FULL SCALE 1/2" = 1'-0" csowq a' 2' 0 2' a' NORTH HALFveSCALE 1/4" = 1'-0" S*MOOO QW -0 �01 at & t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 FIELD SERVICES 1% here quality still counts. 2227 W. PECOS ROAD. SUITE 4, ADDRESS 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 SITE NAME 38TH AND KIPLING REBitr� 0 44583 a6% EXP �. 10/31/19 F:t o NAL Ela SIGNED, 18 JUL 2019 3 1n U U DO _Z 3 WLd N W z z d J coO O Z 4 co Z M/ U go Z o O Fn wo m N L) a W z W= m V/ m O Z J U J O J U J Z V F- O W OY uj 7— J Lda = U 0D Of Of OI O rn 01 r\ O m¢ On Do cn \ 2. \ \ \ \ \ Q 0 0 o o o o 3 O LL SHEET TITLE NEW ENLARGED EQUIPMENT PLA Gy SHEET NUMBER Or A-3 �� Cyd ),eat TtWQP- (E) AT&T RRH (3) PER SECTOR TO BE REPLACED NOTE: ALL PROPOSED AT&T ANTENNA, MOUNTING HARDWARE AND `jat&t (E) AT&T ANTENNA EQUIPMENT TO BE PAINTED TO Mobility (2) PER SECTOR MATCH EXISTING. TO BE RELOCATED (E) SURGE SUPPRESSOR (2) TOTAL AT&T MOBILITY TO REMAIN (ALPHA & BETA SECTOR) 161 INVERNESS DR WEST, 2ND FLOOR (E) SURGE SUPPRESSOR (1) TOTAL ENGLEWOOD, CO 80112 TO BE REMOVED & REPLACED (GAMMA SECTOR) (E) AT&T TMA Fi (1) PER SECTOR smartlink TO REMAIN (E) ROOFTOP = 8502 E VIA DE VENTURA, SUITE 220 I III IIHINIHIIIHH1 HJHN�HJ III IJJ I I I I I I I I I I I I I I 1E SCOTTSDALE, AZ 85258 x o_ 1- \ • • \ \ \ REMOVE ALL EXISTING , \ , • . , • , • . \ \ r , ♦ , , z AT&T EQUIPMENT MOUNTS (E) AT&T ANTENNA (E) (2) GAMMA SECTOR DC TRUNKS w w (2) PER SECTORFIELD TO BE REMOVED SERVICES F = TO BE REPLACED �i here quality still counts. a z , • , , \ ♦ • \ • \ \ , \ , \ , \ r r r • , • \ ♦ r r \ , r 0 2227 W. PECOS ROAD. SUITE 4, � CHANDLER AZ 85224 m r , • • • , , • \ \ \ \ r ♦ r • a r , • ♦ • \ , • , , \ , , ♦ (E) BUILDING w ADDRESS v 4251 KIPLING STREET p O , r \ , • • , \ • , , \ \ \ , , , , , , \ \ • \ \ • • • • • • , (E) (4) DC TRUNK TO REMAIN WHEAT RIDGE, CO 80033 (3) FIBER TRUNKS TO REMAIN SITE NUMBER (9) COAX CABLES TO REMAIN COL01062 • \ • • \ \ • • \ • \ (E) EQUIPMENT ROOM 38TH SITE AND AKIPLING LOCATED ON BASEMENT FLOOR SEAL FULL SCALE 3/32 = 1'-0" (m e,axr 7 16' 8, 0 4' 8' 12' 24' HALF SCALE 3/64" = 1'-0" ash EXISTING WEST BUILDING ELEVATION 1 os'pap�. IXREqOy�i�l� a 44581 °A�"o a&), (E) RELOCATED AT&T ANTENNA NOTE: oR iti(9 (2) PER SECTOR STRUCTURAL ANALYSIS OF TOWER BY (N)AT&T ANTENNA CES AND ANTENNA MOUNT ANALYSIS IS (2) PER SECTOR E SURGE SUPPRESSOR 2 TOTAL () () BY CES. GC TO ENSURE THAT ANY TOWER OR MOUNT MODIFICATIONS ARE SIGNED, 16 JUL 2019 TO REMAIN (ALPHA & BETA SECTOR) MADE PRIOR TO INSTALLATION. (N) AT&T SURGE SUPPRESSOR (1) TOTAL, (GAMMA SECTOR) F-1 (E) AT&T TMA U) (1) PER SECTOR (E) ROOFTOP Z TO REMAIN r 3 _ (N) AT&T RRH o o Ujm LD INSTALL NEW STEALTH SCREENING ` ` (9) PER SECTOR IN w w r a a_ w = PER CES STEALTH SCREEN ` ` ♦ \ • • , \ • \ ♦ • • • • EC I, a 0 F. z s z a J DRAWINGS DATED 0629,18 0_ z0 1- d W w w = d z \ , ♦ \ , , . , r , \ r \ • \ • , • r , • \ • • • \ , • • a ¢ a� U x U g Z a z w M -zoaw0Qm n _ U (n w w = O Z Q O Z ♦ , ♦ • , ♦ , \ \ \ \ \ ♦ ♦ ♦ \ ♦ ♦ • , \ \ • ♦ ♦ • \ \ \ ♦ ♦ , Y m Y Q a Z (` _ J 0 Z O 0 _ J U Q lllililil m(E) BUILDING Q z wUj TRUNK TO REMAIN U OM ? w x d in\ \ \ , \ , ., • • • • r \ • ` • r \ \ r • \ , \ ' r • \ r ` ` ' (3) F BERCTRUNKS TO REMAIN a \ • \ \ \ \ , ♦ , • • • \ ., • ♦ \ • \ \ \ ♦ \ • \ • (9) COAX CABLES TO REMAIN Y m rn rn rn rn rn rn Co In � UJ c' (N) (2) #6 DC TRUNKS (GAMMA SECTOR) DO N 0 \ 1n �_ � o N o i r• (E) EQUIPMENT ROOM z Q N O O O O O O 4 „ \ • •, \ \ LOCATED ON BASEMENT FLOOR ¢ � � T'�jy1 • • O �I Q m U D W w O SHEET TITLE EXISTING & NEW BY: Z.r FULL SCALE 3/32 = 1'-0" � BUILDING ELEVATION _. 0w7 ' 8' 166' 8' 0 4' B' 12' 24' SHEET NUMBER (rQd� DATE' �l L" 11 HALF SCALE 3/64" = 1'-0" ��TNU O NEW WEST BUILDING ELEVATION 2 N Cyd ),eat TtWQP- LJ x a z 0 w w z o Q Z a o m w w 0 0 I (o 10 u1 I EXISTING NORTH BUILDING ELEVATION NEW NORTH BUILDING ELEVATION (E) AT&T RRH (3) PER SECTOR TO BE REPLACED (E) AT&T ANTENNA (2) PER SECTOR TO BE RELOCATED (E) SURGE SUPPRESSOR (2) TOTAL TO REMAIN (ALPHA & BETA SECTOR) (E) SURGE SUPPRESSOR (1) TOTAL TO BE REMOVED & REPLACED (GAMMA SECTOR) 3 (E) AT&T TMA (1) PER SECTOR TO REMAIN , I REMOVE ALL EXISTING AT&T EQUIPMENT MOUNTS (E) AT&T ANTENNA (2) PER SECTOR TO BE REPLACED r r r f f r r r r r r r r (E) (4) DC TRUNK TO REMAIN (3) FIBER TRUNKS TO REMAIN (9) COAX CABLES TO REMAIN I tHI /I rl rl rI r NOTE: ALL PROPOSED AT&T ANTENNA, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING. / r / (E) EQUIPMENT ROOM LOCATED ON BASEMENT FLOOR r f r r r r r (E) RELOCATED AT&T ANTENNA (2) PER SECTOR (N) AT&T ANTENNA (E) SURGE SUPPRESSOR (2) TOTAL �— (2) PER SECTOR � TO REMAIN (ALPHA & BETA SECTOR) (N) AT&T SURGE SUPPRESSOR (1) TOTAL, (GAMMA SECTOR) �—(E) AT&TTMA H (1) PER SECTOR (N) AT&T RRH TO REMAIN (3) PER SECTOR INSTALL NEW STEALTH SCREENING ~ PER CES STEALTH SCREEN 2 U DRAWINGS DATED 06.29.19 z D J DO �.... •• �.... �..:............ _ r (E) (4) DC TRUNK TO REMAIN (3) FIBER TRUNKS TO REMAIN (9) COAX CABLES TO REMAIN I LHS I I /I I / (N) (2) #6 DC TRUNKS (GAMMA SECTOR) (E) EQUIPMENT RI OMI LOCATED ON BASEMENT FLOOR I r r r /F10 r r r Ir TE: 4tl E BUILDING FULL SCALE 3/32" = 1'-0" 16' 8' 0 4' 8' 12' 24' HALF SCALE 3/64" = 1'-0" NOTE: STRUCTURAL ANALYSIS OF TOWER BY CES AND ANTENNA MOUNT ANALYSIS IS BY CES. GC TO ENSURE THAT ANY TOWER OR MOUNT MODIFICATIONS ARE MADE PRIOR TO INSTALLATION. �(E) BUILDING FULL SCALE 3/32" = 1'-0" D"7 my) 16 8' 0 4' 8' 12' 24' HALF SCALE 3/64" = 1'-0" mat &t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 rr smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 1x FIELD SERVICES 11 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 SITE NAME 38TH AND KIPLING BEQ,,t o44663 l7� �. 10131/19 f��6Nhl EAG SIGNED, 16 JUL 2019 3 N CD U ZLl_ m 3 N Y O Z W d J 0_ M Z Z EL 00m - U O U g Z 0 � D o U 0 W om U 0 Do M N o Z o o X 3 U O W Z Z F p O } Z J U 0 O J U J 1- D _Z l` W OY � Uj TO J Uj x U a m < n \ O\1 0\0 o rn 0 \ \ \ \ \ \ \ a N 0 0 0 0 0 0 3 O Q m W tL O SHEET TITLE 7]1 EXISTING & NEW BUILDING ELEVATId- N A-4.1 x Lu x a a- z F- z a w UD x cD LUz z in In In w 0 I U-) 6Y: I? COMMENTS: EXISTING SOUTH BUILDING ELEVATION U x d Z UJZ a 1d Q u7 I UD NEW SOUTH BUILDING ELEVATION "c' IJ 011 I\ I\ I\ 11 REMOVE ALL EXISTING— AT&T EQUIPMENT MOUNTS (E) AT&T RRH (3) PER SECTOR TO BE REPLACED (E) AT&T ANTENNA (2) PER SECTOR TO BE RELOCATED (E) SURGE SUPPRESSOR (2) TOTAL TO REMAIN (ALPHA & BETA SECTOR) (E) SURGE SUPPRESSOR (1) TOTAL TO BE REMOVED & REPLACED (GAMMA SECTOR) �(E) AT&T TMA PER SECTOR TO ,,✓/✓/ TO REMAIN (E) AT&T ANTENNA (2) PER SECTOR TO BE REPLACED (E) (4) DC TRUNK TO REMAIN (3) FIBER TRUNKS TO REMAIN EMAIN (9) COAX CABLES TO REMAIN Irlr rWIr11 1 r r r r r r r r r r r r r r NOTE: ALL PROPOSED AT&T ANTENNA, a t &t MOUNTING HARDWARE AND \ , EQUIPMENT TO BE PAINTED TO Mobility MATCH EXISTING. AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 —(E) BUILDING smart 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 FIELD SERVICES 11 here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 SITE NAME 38TH AND KIPLING for Ridge FULL SCALE 3/32" = 1'-0" (smog slur 0" 16' 8' 0 4' 8' 12' 24' HALF SCALE 3/64" = 1'-0" (tlat> 01rtET 01111% REB�ttF 1 C��� 9 0 44563 `"o . (E) RELOCATED AT&T ANTENNA NOTE:(2) PER SECTOR STRUCTURAL ANALYSIS OF TOWER BYCES 01A AND ANTENNA MOUNT ANALYSIS IS (E) SURGE SUPPRESSOR (2) TOTAL BY CES. GC TO ENSURE THAT ANY SIGNED. 16 JUL 2019 (N) AT&T ANTENNA TO REMAIN ALPHA & BETA SECTOR ( ) TOWER OR MOUNT MODIFICATIONS ARE MADE PRIOR TO INSTALLATION. (2) PER SECTOR (E) DC TRUNK TO REMAIN (N) AT&T SURGE SUPPRESSOR FIB (3) FIBER TRUNKS TO REMAIN (1) TOTAL, (GAMMA SECTOR) (9) COAX CABLES TO REMAIN (N) (2) #6 DC TRUNKS (GAMMA SECTOR) U Z (E) BUILDING m 3 w (E) AT&T TMA w N � a (1) PER SECTOR TO REMAIN M zo w o Z Z Z a J (N) AT &7 RRH U r '(3) PER SECTOR r r r r r, r r , r r r r r r r r r r r , d a I� — j j Z r r r r r r r r r r INSTALL NEW STEALTH SCREENING r M U ZO o o 0 N PER CES STEALTH SCREEN DRAWINGS DATED 06.29.19 r , r rJ r r r 3 p (n p U I- r w x x }m' O Qj Z w J U p c) U J U Z ~ Y � r = TLu J r r r U 0D Of O O, 01 01 01 r r r r r r m O M O N O OQII \ Q N O O O O O O 3 w r r r r r r r SHEET TITLE EXISTING & NEW FULL SCALE 3/32" = 1'-0" BUILDING ELEVATIO 16' 8' 0 4' 8' 12' 24' SHEET NUMBER HALF , AL SCALE 3/64" = 1'-0" HAL _4 ■ 2 Whe A-4.2 for Ridge NOTES: 1. DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY 2. CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. OR SIMILAR EXISTING ANTENNAS AND COAX CONFIGURATION AND SCHEDULE 2 NEW ANTENNA AND COAX CONFIGURATION AND SCHEDULE 4 Al A3 UMTS OTHER .OR _OCATED R ED C3 OTHER C1 UMTS EXISTING ANTENNA CONFIGURATION R rED (E) SURGE SUPPRESSOR— (1) TOTAL TO BE REPLACED F(E) MAST MOUNTS PER SECTOR TO TO BE REMOVED r. " I B4 LTE LTE (E) AT&T ANTENNA (2) PER SECTOR TO BE REPLACED (E) AT&T ANTENNA (2) PER SECTOR TO BE RELOCATED 83 (E) AT&T TMA OTHER (1) PER SECTOR B1 TO BE RELOCATED UMTS FULL SCALE 3/8" = 1'-0" caaa. arRrJ 4' 2'' 0 1' 2' 3' 6' NORTH HALF SCALE 3/16" = 1'-0" Al A2 " UMTS LTE N ^A3 Irt LTE (E) RELOCATED SURGE - SUPPRESSOR (2) TOTAL NEW ANTENNA CONFIGURATION RH NOTE: �Q ANTENNA MOUNT ANALYSIS IS BY CES. GC TO ENSURE THAT ANY O� MOUNT MODIFICATIONS ARE MADE PRIOR TO INSTALLATION. I I h A4 II LTE (N) AT&T RRH (9) PER SECTOR II II II II I II I I II I (E) RELOCATED AT&T TMA (1) PER SECTOR j (N) AT&T ANTENNA (2) PER SECTOR B1 II UMTS B2 II LTE II 83 - - LTE LTE 3 EXISTING ANTENNA SCHEDULE SECTOR POSITION TECH ANTENNA RRH FEED LINE TYPE ALPHA 1 UMTS 55" PANEL — EXISTING COAX CABLES ALPHA 2 LTE 92.7' PANEL (3) LTE EXISTING FIBER TRUNK ALPHA 3 OTHER 55" PANEL — EXISTING COAX CABLES ALPHA 4 LTE 72PANEL (2) LTE EXISTING FIBER TRUNK BETA 1 UMTS 55" PANEL — EXISTING COAX CABLES BETA 2 LTE 92.7' PANEL (3) LTE EXISTING FIBER TRUNK BETA 3 OTHER 55' PANEL — EXISTING COAX CABLES BETA 4 LTE 72' PANEL (2) LTE EXISTING FIBER TRUNK GAMMA 1 UMTS 55' PANEL — EXISTING COAX CABLES GAMMA 2 LTE 92.7" PANEL (3) LTE EXISTING FIBER TRUNK GAMMA 3 OTHER 55" PANEL — EXISTING COAX CABLES GAMMA 4 LTE 72' PANEL (2) LTE EXISTING FIBER TRUNK NOTES: 1. DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY 2. CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. OR SIMILAR EXISTING ANTENNAS AND COAX CONFIGURATION AND SCHEDULE 2 NEW ANTENNA AND COAX CONFIGURATION AND SCHEDULE 4 Al A3 UMTS OTHER .OR _OCATED R ED C3 OTHER C1 UMTS EXISTING ANTENNA CONFIGURATION R rED (E) SURGE SUPPRESSOR— (1) TOTAL TO BE REPLACED F(E) MAST MOUNTS PER SECTOR TO TO BE REMOVED r. " I B4 LTE LTE (E) AT&T ANTENNA (2) PER SECTOR TO BE REPLACED (E) AT&T ANTENNA (2) PER SECTOR TO BE RELOCATED 83 (E) AT&T TMA OTHER (1) PER SECTOR B1 TO BE RELOCATED UMTS FULL SCALE 3/8" = 1'-0" caaa. arRrJ 4' 2'' 0 1' 2' 3' 6' NORTH HALF SCALE 3/16" = 1'-0" Al A2 " UMTS LTE N ^A3 Irt LTE (E) RELOCATED SURGE - SUPPRESSOR (2) TOTAL NEW ANTENNA CONFIGURATION RH NOTE: �Q ANTENNA MOUNT ANALYSIS IS BY CES. GC TO ENSURE THAT ANY O� MOUNT MODIFICATIONS ARE MADE PRIOR TO INSTALLATION. I I h A4 II LTE (N) AT&T RRH (9) PER SECTOR II II II II I II I I II I (E) RELOCATED AT&T TMA (1) PER SECTOR j (N) AT&T ANTENNA (2) PER SECTOR B1 II UMTS B2 II LTE II 83 - - LTE LTE 3 NEW ANTENNA SCHEDULE c1� SECTOR POSITION TECH ANTENNA RRH FEED LINE TYPE ALPHA 1 UMTS 55" PANEL — EXISTING COAX CABLES ALPHA 2 LTE 92.7' PANEL (2) LTE EXISTING FIBER TRUNK ALPHA 3 LTE 96' PANEL (1) LTE EXISTING FIBER TRUNK ALPHA 4 LTE 96" PANEL (2) LTE EXISTING FIBER TRUNK BETA 1 UMTS 55' PANEL — EXISTING COAX CABLES BETA 2 LTE 92.7' PANEL (2) LTE EXISTING FIBER TRUNK BETA 3 LTE 96" PANEL (1) LTE EXISTING FIBER TRUNK BETA 4 LTE 96' PANEL (2) LTE EXISTING FIBER TRUNK GAMMA 1 UMTS 55" PANEL — EXISTING COAX CABLES GAMMA 2 LTE 92.7" PANEL (2) LTE EXISTING FIBER TRUNK GAMMA 3 LTE 96" PANEL (1) LTE EXISTING FIBER TRUNK GAMMA 4 LTE 96' PANEL (2) LTE EXISTING FIBER TRUNK NOTES: 1. DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY 2. CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. OR SIMILAR EXISTING ANTENNAS AND COAX CONFIGURATION AND SCHEDULE 2 NEW ANTENNA AND COAX CONFIGURATION AND SCHEDULE 4 Al A3 UMTS OTHER .OR _OCATED R ED C3 OTHER C1 UMTS EXISTING ANTENNA CONFIGURATION R rED (E) SURGE SUPPRESSOR— (1) TOTAL TO BE REPLACED F(E) MAST MOUNTS PER SECTOR TO TO BE REMOVED r. " I B4 LTE LTE (E) AT&T ANTENNA (2) PER SECTOR TO BE REPLACED (E) AT&T ANTENNA (2) PER SECTOR TO BE RELOCATED 83 (E) AT&T TMA OTHER (1) PER SECTOR B1 TO BE RELOCATED UMTS FULL SCALE 3/8" = 1'-0" caaa. arRrJ 4' 2'' 0 1' 2' 3' 6' NORTH HALF SCALE 3/16" = 1'-0" Al A2 " UMTS LTE N ^A3 Irt LTE (E) RELOCATED SURGE - SUPPRESSOR (2) TOTAL NEW ANTENNA CONFIGURATION RH NOTE: �Q ANTENNA MOUNT ANALYSIS IS BY CES. GC TO ENSURE THAT ANY O� MOUNT MODIFICATIONS ARE MADE PRIOR TO INSTALLATION. I I h A4 II LTE (N) AT&T RRH (9) PER SECTOR II II II II I II I I II I (E) RELOCATED AT&T TMA (1) PER SECTOR j (N) AT&T ANTENNA (2) PER SECTOR B1 II UMTS B2 II LTE II 83 - - LTE LTE 3 tp c1� O� INSTALL NEW STEALTH SCREENING PER CES STEALTH SCREEN m, DRAWINGS DATED 06.29.19 zUJ SURGE SUPPRESSOR rn rn ., (GAMMA SECTOR) ICATEO AT&T ANTENNA SECTOR NORTH FULL SCALE 3/8" = 1'-0" (� � —» 4' 2' 0 1' 2' 3' 6' HALF SCALE 3/16" = 1'-0" (1+=17 a my) mat & t Mobility AT&T MOBILITY 161 INVERNESS DR WEST, 2ND FLOOR ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 FIELD SERVICES VV here quality still counts. 2227 W. PECOS ROAD. SUITE 4, CHANDLER AZ 85224 ADDRESS 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 SITE NAME 38TH AND KIPLING c4Y� X EQ 0 44563 °moo . Q�t 'y EXP ��. 10I31119 /BNAL SIGNED. 16 JUL 2019 m 3 Ld NIm aD LA rn zUJ rn rn rn > (L O O z � a s o U M O N Z a N O 0 O g O m m M N W W 0 LL 9 Z ���� U O w o� U w Z w O _J U J U JQ L�] O w OLd ofN c=2 D. ■ ■ aD m rn rn rn rn rn O GO U O M O N O Q N O O O O O O 3 0 LL 9 ¢ m U O w w o EXISTING & NEW ANTENNA CONFIGURA RF -1 Of Ridge DIVi50 326 a t &t 72 �-''� Mobility 185 64 AT&T MOBILITY AHFIB Detail A 161 INVERNESS DR WEST, 2ND FLOOR Figure 45 Fixing six M8 screws. A MANUFACTURER: COMMSCOPE ENGLEWOOD, CO 80112 ❑ ® 4x19 p A PART #: NNH4-65C—R6 I LENGTH: 96.0" smartlink 2xM8,13mm 42'3 WIDTH: 19.6" ro DEPTH: 7.8" ° ° 2x124 s_ WEIGHT: 99.2 lbs. o 10 8502 E VIA DE VENTURA, SUITE 220 rn SCOTTSDALE, AZ 85258 crp 0. Figure 39 Drilling hole in the wall FIELD SERVICES ° ° N !78.5 here quality still counts. 0 9.22227 W. PECOS ROAD. SUITE 4, 454 I` RF CONNECTORS, TYP CHANDLER AZ 85224 ADDRESS 4x501.5 4251 KIPLING STREET 4x551 WHEAT RIDGE, CO 80033 4x629 SITE NUMBER 0 2x639 COL01062 645----i � �f o � A 19'6" 38TH IANDNAE KIPLING 2 Fix the two upper M8 ({� in.) screws. a 3X64 0 3x18 SEAL O� c- cpp p� 4x269 End of Forms o�app REs�tT� f v 4{563 fa DUALBAND RRH MOUNTING 7 NEW ANTENNA DETAIL 6 NOT USED 5 MANUFACTURER NOKIA MANUFACTURER: NOKIA so�F 1 D13 119 MODEL: AIRSCALE RRH 4T4R 81281 /4 320W MODEL: AIRSCALE RRH 4T4R 825666 / 320W #N 1. E�1 MANUFACTURER: NOKIA HEIGHT: 26.57" (675mm) HEIGHT: 26.57" 675mm SIGNED, 16 JUL 2019 MODEL: AIRSCALE RRH 4T4R B5 160W WIDTH: 12.87" (327mm) WIDTH: 12.87" (327mm) HEIGHT: 13.26" (337mm) DEPTH: 6.49" (165mm) DEPTH: 6.49" (165mm) I WIDTH: 11.61" (295mm) WEIGHT: <101.41 LBS (46.OKG) WEIGHT: <88.18 LBS (40.OKG) DEPTH: 6.49" (165mm) ---.. — __--- WEIGHT: 36.82 LBS (16.7KG)6.49" -- 12.87" 6.49" 12.87„ FTTA POWER CALC SUMMARY MAXIMUM TRUNK MAXIMUM CURRENT CABLE LENGTH ALLOWABLE VOLTAGE DROP 226' 33A 12V INPUT VALUES MAX RRU DC POWER CONSUMPTION 1200 W TRUNK CONDUCTOR SIZE 8 AWG JUMPER CONDUCTOR SIZE 8 AWG JUMPER LENGTH (TOP & BOTTOM) 30' MAXIMUM TEMPERATURE 50 'C SUPPLY VOLTAGE 48 V MINIMUM RRH VOLTAGE 36 V ALLOWABLE VOLTAGE DROP 12 V N 11.61" OK NOKIA Z m 3 Z<�W�LdD Mo M_ oO W U W O Lu m Z K fY r O N U OU W Z W = 0 DO O r z 0 o u J o z L, Y O ID to U J 0 N 0 N = TLLI v a io ■ ■ N L,g 0D Of 01 01 01 01 � W O m f�0 14 N O O O O O O lY < m U O W W O SHEET TITLE RF & EQUIPMENT DET///CS - d SHEET NUMBER Wh MA POWER CALC SUMMARY TABLE 4 1 NEW RRH DETAIL (OR SIMILAR) 3 NEW RRH DETAIL (OR SIMILAR) 2 NEW RRH DETAIL (OR SIMILAR) 1 -2 %or It karge SURGE PROTECTOR GENERAL & OR FIBER POWER GROUNDING NOTES: at t CONNECTOR LTE UMTS/GSM 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION ANTENN ANTENNA AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. S.= --J Mobility 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER TYPE TA TYPE VN TYPE NC TYPE SS RRH(S), TYP TMA METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO AT&T MOBILITY SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS 161 INVERNESS DR WEST, 2ND FLOOR MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. DC/FIBER GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR TO RRH POLE USING MFR'S PRACTICES. 3. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL ENGLEWOOD, CO 80112 s m a rt I i n k (2) #2 AWG GROUND BE GREEN INSULATED WIRE ABOVE GROUND. WIRE TO RRH, TYP TYPE W TYPE VS TYPE VB TYPE PT 4• CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING 8502 E VIA DE SUITE 220 AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T LENTURA, SCOTTSDALE, AZ 85258 REPRESENTATIVE. DC AND FIBER TO ;• •• COAX RU SURGE PROTECTOR(S) ° :"°"°;: 5. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM MOUNT GROUNDING BUS BAR NEAR #2 AWG GROUND WIRE (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE GT GY ANTENNA ARRAY WITHOUT ISOLATION. FOR COAX GROUNDING NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR FIELD SERVICES TYPE IYPE TYPE -CR TYPE G NFPA) MOUNT GROUNDING BUS BAR LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA TO TOWER AT GROUND LEVEL AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR %I here quality still counts. SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE ..... WITH ISOLATION. ......... CONTRACTOR FOR RESOLUTION. 2227 W. PECOS ROAD. SUITE 4, NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES -CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE CHANDLER AZ 85224 USED. ADDRESS CAD WELD EXAMPLES 6 ANTENNA GROUNDING DIAGRAM 5 GROUNDING NOTES 4 NOT USED 3 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SYMBOL DESCRIPTION SITE NUMBER A CADWELD CONNECTION COL01062 ® GROUND BAR SITE NAME ® MECHANICAL CONNECTION 38TH AND KIPLING FIELD VERIFY & TIE INTO SEAL EXISTING GROUNDING SYSTEM GROUND RRHS AS REQUIRED APPROXIMATE LOCATION OF NEW GROUND BAR ON SLED MOUNT a 44563 v I I 41 /I 0% 1/.Pf� I I I I 1 E� NALLd 1-1 � I SIGNED, 18 JUL 2019 II I II j \ g� GROUND (E) LTE RACK AS I I REQUIRED 3 N CD - APPROXIMATE LOCATION OF m - EXISTING GROUND BAR oLLJ N z C GROUND ANTENNA PIPES AS REQUIRED j o a J GROUND (N) POWER PLANT AS REQUIRED a a M /y�z cc 2 w w w z i0p NF31:/��L- � 0¢ GROUND (E) BATTERY RACK AS REQUIRED 0 O zU J Z U W= v aW 0 F- rn _ w Y O � r of U o_ ■ ■ m rn rn rn rn rn rn O N O Lo \ \ \ \ \ \ - - -- N o 0 0 0 0LL 0 3 x 4 p Q m U w l O SHEET TITLE SCHEMATIC GROUNDIN FULL SCALE 1/4" = 1'-O" uw• �* �n FULL SCALE 1/4" = 1'-0" PLAN &DETAILS SHEET NUMBER VVA G-1 NORTHHAL SCALE 1/8" = 1'-0" NORTH HALF SCALE 1/8" = 1'-0" GROUNDING PLAN 2 1 ANTENNA PLAN 1 eV %or It karge GENERAL STRUCTURAL NOTES BUILDING CODE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE LOADS GRAVITY LOADS ROOF LIVE LOAD, Lr = 20 PSF (REDUCIBLE) ROOF SNOW, Pf = 30 PSF WIND SPEED (ULTIMATE 3—SEC GUST), Vult = 115 MPH WIND EXPOSURE CATEGORY = C RISK CATEGORY = II SEISMIC SDs = 0.203g SDI = 0.096g SITE SOIL CLASS = D SEISMIC DESIGN CATEGORY = B STRUCTURAL STEEL ALL STRUCTURAL STEEL CONSTRUCTION SHALL BE PER THE LATEST EDITION OF THE AISC STEEL CONSTRUCTION MANUAL. ALL STRUCTURAL MEMBERS ARE TO BE HOT DIPPED GALVANIZED ACCORDING TO THE APPLICABLE ASTM STANDARD. THE FOLLOWING STEEL GRADES SHALL APPLY UNLESS NOTED OTHERWISE. PIPE STEEL ASTM A53�Fy Fy = 35 KSI) HSS TUBE STEEL ASTM A500 Fy = 46 KS) MISC STEEL ASTM A36 = 36 KSI) ALL STRUCTURAL STEEL WITH A YIELD STRENGTH GREATER THAN 36 KSI SHALL BE INDICATED AS SUCH WITH A MARK ON THE STEEL MEMBER AS PER THE IBC. STEEL BOLTS: ALL BOLTS SHALL BE A307 UNLESS NOTED OTHERWISE AND UTILIZE AN AISC ACCEPTED LOCKING MECHANISM TO PREVENT THE NUTS FROM COMING OFF THE BOLT. AT CONTRACTORS OPTION, A325 BOLTS MAY BE USED IN PLACE OF A307 BOLTS. REVERSE SUBSTITUTION IS NOT PERMITTED, ALL BOLTS SHALL BE INSTALLED UTILIZING STEEL WASHERS AND TIGHTENED TO A SNUG TIGHT CONDITION UNLESS NOTED OTHERWISE. ALLL�ELLDING PER THE LATEST EDITION OF THE AWS STANDARD. ALL WELDING SHALL UTILIZE TYPE E70 RODS. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. THESE PLANS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDING. CONTRACTOR CAN PROVIDE SHOP OR FIELD WELDING AT CONTRACTORS DISCRETION. CONTRACTOR SHALL SHOW SHOP AND FIELD WELDS ON SHOP DRAWINGS. FIBER REINFORCED POLYMER (FRP) FRAMING THE DESIGN AND DESIGN VALUES ARE BASED ON STRONGWELL FRP PRODUCTS AS NOTED BELOW. STRUCTURAL SHAPES: ALL FRP FRAMING MEMBERS ARE TO BE PER STRONGWELL EXTREN 500/525 OR 625 SPECIFICATIONS. SUBSTITUTION FOR ALTERNATIVE FABRICATORS/PROVIDERS IS NOT PERMITTED. MATERIAL PROPERTIES FOR 500/525 SERIES AS PROVIDED BY STRONGWELL: PROPERTY NOMINAL VALUE ASTM TEST TENSILE STRESS (LW) 30,000 PSI ASTM D638 FLEXURAL STRESS (LW) 30,000 PSI ASTM D790 FLEXURAL MODULUS (LW) 1.6x108 PSI ASTM D790 MODULUS OF ELASTICITY 2.6x108 PSI FRP PANELS: ALL FRP PANELS ARE TO BE PER STRONGWELL EXTREN PLATE 500/525, OR 625 SERIES. SUBSTITUTION FOR ALTERNATIVE FABRICATORS/PROVIDERS IS NOT PERMITTED. CONTRACTOR MUST TAKE CARE TO ORIENT PANELS AS INDICATED ON PLAN. PANELS SHALL SPAN NO MORE THAN 53" TO (LW) SUPPORTS. MATERIAL PROPERTIES FOR 500/525 SERIES AS PROVIDED BY STRONGWELL: PROPERTY NOMINAL VALUE ASTM TEST TENSILE STRESS (LW) 20,000 PSI ASTM D638 TENSILE MODULUSLW) 1.8x108 PSI ASTM D638 FLEXURAL STRESS (LW) 24,000 PSI ASTM D790 FLEXURAL MODULUS (LW) 1.4008 PSI ASTM D790 FRP BOLTS: ALL FRP BOLTS WHERE NOTED ARE TO BE PER STRONGWELL FIBREBOLT SPECIFICATIONS. SUBSTITUTION FOR ALTERNATIVE FABRICATORS/PROVIDERS IS NOT PERMITTED. ADDITIONAL CONNECTION NOTES ADDITIONAL DIRECTION IS PROVIDED HERE FOR BOLTED CONNECTIONS. MIN DISTANCE FROM CENTER OF BOLT TO NEAREST EDGE OF CONNECTED PARTS: 314" DIA. BOLTS......... 1" MIN 1 DIA. BOLTS.............1.25" MIN BOLT TYPE AT CONNECTION TYPE: FRP TO FRP.................USE FIBREBOLTS FRP TO STEEL..............USE STEEL BOLTS STEEL TO STEEL ........... USE STEEL BOLTS POST INSTALLED ANCHORS IN CONCRETE ALL EXPANSION (WEDGE) TYPE ANCHORS IN CONCRETE SHALL UTILIZE HILTI KWIK BOLT -TZ TYPE ANCHORS (ESR -1917). CONTRACTOR MUST OBTAIN PRIOR APPROVAL FROM ENGINEER OF RECORD FOR ANY SUBSTITUTIONS. SEE EXISTING CONDITIONS SECTION FOR MINIMUM CLEAR DISTANCES FROM EXISTING REINFORCING. GENERAL NOTES ALL WORK PRESENTED WITHIN THESE DRAWINGS AND DETAILS SHALL ONLY BE PERFORMED BY A CONTRACTOR THAT IS EXPERIENCED AND KNOWLEDGEABLE IN THE TYPE OF WORK BEING PERFORMED AND HAS A HISTORY OF COMPLETING SIMILAR PROJECTS. ONLY A CONTRACTOR THAT IS LICENSED AND REGISTERED IN THE STATE WHERE THE WORK IS TO BE PERFORMED SHALL BE PERMITTED TO PERFORM THE WORK. THE STRUCTURAL PLANS AND DETAILS DEPICT THE REQUIREMENTS FOR THE FINISHED STRUCTURAL ELEMENTS. THE PLANS AND DETAILS DO NOT PROVIDE THE CONTRACTOR WITH "MEANS AND METHODS" OF CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED MEASUREMENTS AND INFORMATION IN ORDER TO MEET THE STRUCTURAL REQUIREMENTS OF THESE PLANS. ANY ADDITIONAL INFORMATION NEEDED FROM THE ENGINEER OF RECORD CAN BE OBTAINED WITH A FORMAL "REQUEST FOR INFORMATION". THE PLANS AND DETAILS DO NOT PROVIDE ENGINEERING FOR ANY SHORING, TEMPORARY BRACING, SCAFFOLDING, OR OTHERWISE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A SAFE WORK ENVIRONMENT AND TO OBTAIN ANY ADDITIONAL ENGINEERING SERVICES THAT ARE NEEDED IN ORDER TO SUPPORT TEMPORARY LOADS OR LOADS DUE TO CONSTRUCTION ACTIVITIES. THE ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE SEQUENCING, PROCEDURES, OR TECHNIQUES USED BY THE CONTRACTOR. WEATHER PROOFING ALL ROOF PENETRATIONS, DEMOLITION, INSTALLATION, AND ANY OTHER ACTIVITY THAT COMPROMISES THE WEATHERPROOFING OF THE EXISTING STRUCTURE SHALL BE REVIEWED, REPAIRED, AND COMPLETED BY A CONTRACTOR THAT IS EXPERIENCED IN ROOF FRAMING AND WEATHERPROOFING CONSTRUCTION. THE CONTRACTOR MUST WARRANTEE ALL WEATHERPROOFING WORK FOR A MINIMUM AMOUNT OF TIME THAT IS WITHIN INDUSTRY STANDARDS AND IS ACCEPTABLE TO ALL STAKEHOLDERS. WEATHERPROOFING WORK SHALL NOT BE PERFORMED BY A CONTRACTOR THAT DOES NOT HAVE EXPERIENCE IN THE TYPE OF WORK BEING PERFORMED AND/OR CANNOT WARRANTEE THE WORK. THESE DRAWINGS DO NOT PROVIDE DETAILS, DIRECTION, AND/OR SPECIFICATION FOR WEATHERPROOFING. WEATHERPROOFING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE MEANS, METHODS, AND MATERIALS USED FOR WEATHERPROOFING ARE TO BE AS SPECIFIED BY A QUALIFIED CONTRACTOR. EXISTING CONDITIONS IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THE EXISTING FIELD CONDITIONS ARE AS SHOWN IN THESE PLANS. THE CONTRACTOR MUST ENSURE THE STRUCTURAL ELEMENTS CAN BE COMPLETED AS SHOWN ON THESE PLANS IN RELATION TO THE EXISTING ELEMENTS. THE CONTRACTOR MUST EMPLOYEE A QUALIFIED AGENCY WHO CAN GUARANTEE THE COMPLETE LOCATING OF ALL EXISTING REINFORCING, TENDONS, CONCRETE THICKNESS, AND SUPPORTING WALLS/COLUMNS/BEAMS. THE AGENCY MUST BE ABLE TO MAKE THIS GUARANTEE IN ORDER TO AVOID INTERFERING WITH THE EXISTING ELEMENTS. A COPY OF THE REINFORCEMENT LOCATE REPORT SHALL BE PROVIDED TO THE ENGINEER OF RECORD. MINIMUM CLEAR DISTANCE FROM EXISTING SLAB REINFORCING TO POST INSTALLED ANCHOR SHALL BE 3" MIN. DESPITE THE REQUIREMENTS FOR FIELD VERIFICATION, THE CONTRACTOR MUST STILL EXERCISE EXTREME CAUTION WITH ANCHORING TO THE CONCRETE DECK. THE CONTRACTOR MUST BE EXPERIENCED AND FAMILIAR WITH THIS TYPE OF WORK. IT IS RECOMMENDED THAT THE CONTRACTOR OPERATE IN A SLOW AND CAUTIOUS MANNER AND STOP WORK WITH ANY CONCERNS FOUND WITH FIELD CONDITIONS. SPECIAL STRUCTURAL INSPECTIONS THE SPECIAL INSPECTIONS LISTED BELOW ARE IN ADDITION TO THE LOCAL BUILDING INSPECTIONS AND ARE REQUIRED PER CH. 17 OF THE INTERNATIONAL BUILDING CODE. POST INSTALLED ANCHORS 1. INSPECTION OF CLEANING USING A WIRE BRUSH AND COMPRESSED AIR. 2. INSPECTION OF CONFORMANCE TO DETAIL INCLUDING EMBEDMENT AND ANCHOR. 3. INSPECTION OF CONFORMANCE TO SPECIFIED PRODUCT AND MANUFACTURER SPECIFICATIONS. 4. VERIFY CONTRACTOR HAS LOCATED SLAB REINFORCING IN THE FIELD SO AS TO AVOID PENETRATING REINFORCING. RESPONSIBILITIES OF THE CONTRACTOR 1. ANY DEVIATIONS MUST BE APPROVED IN WRITING FROM THE ENGINEER OF RECORD AND MUST BE ORIGINATED IN WRITING BY THE CONTRACTOR WITH A REQUEST FOR INFORMATION (RFI). 2. WHERE THE WORK IS REQUIRED TO BE COMPLETED IN THE PRESENCE OF THE SPECIAL INSPECTOR (CLEANING AND INSTALLATION), THE CONTRACTOR SHALL BE SURE TO PERFORM THE WORK UNDER THE OBSERVANCE OF THE SPECIAL INSPECTOR. 3. AREAS TO BE INSPECTED BY THE SPECIAL INSPECTOR ARE TO BE MADE SAFELY ACCESSIBLE FOR INSPECTION. 4. FOR ANY QUESTIONS REGARDING SPECIAL INSPECTIONS, CONTACT THE ENGINEER OF RECORD. RESPONSIBILITIES OF THE SPECIAL INSPECTOR 1. THE SPECIAL INSPECTOR SHALL VISIT THE SITE AND ENSURE THE WORK PERFORMED CONFORMS TO THE DETAILS AND SPECIFICATIONS SHOWN ON THE PLANS. 2. THE SPECIAL INSPECTOR IS hM AUTHORIZED TO APPROVE OR SUGGEST ANY DEVIATIONS FROM WHAT IS SHOWN ON THE PLANS. 3. THE SPECIAL INSPECTOR MUST BE KNOWLEDGEABLE IN THE WORK BEING PERFORMED, KNOW THE MANUFACTURER REQUIREMENTS AND UNDERSTAND ITEMS REQUIRING INSPECTION AND OBSERVATION. 4. THE SPECIAL INSPECTOR MUST PROVIDE WRITTEN INSPECTION REPORTS TO BOTH THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL. 5. ANY DISCREPANCIES REQUIRING CORRECTION MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF LEFT UNCORRECTED, THE DISCREPANCIES MUST BE MADE KNOWN TO THE ENGINEER OF RECORD AND BUILDING OFFICIAL. ROOFTOP STEALTH SCREEN - ISOMETRIC VIEW NTS 0 2019 COPYRIGHT CALIBER ENGINEERING SOLUTIONS, LLC (CES). THESE SPECIFICATIONS ARE PROPRIETARY TO CES. ALL RIGHTS RESERVED. ALL DESIGN, ENGINEERING, & DRAFTING BY CES FOR THIS PROJECT WAS COMPLETED WITHIN THE UNITED STATES OF AMERICA. i - 6iWUCTIJ RE SERviC ES u AT&T WZ M 00 W � H O Cf) REV ISSUED DATE 0 ISSUED FOR PERMIT 06.29.19 o'p'DO L is ,H �. .•1,EW EN. S v%� Fm Fa 'g 54115 9 0629.1'. ColiberEngineering SOIUCIOfnS INTEGRITY. QU - ISE. 2487 S. GILB RD. STE. 106 - GI RT, ACS" 480.329.0493 .CALIBER-ES.COM JOB: 19412 v v Ae GSN i��Ji�x1 L -Li 0 I I I I I I I i I04 I I I I i I I I I 11 III 08 III III I I 03 I I I I I I I I I I I I I I I I I I I I I I I o4 Or- -�—r I I I I I I I 06 I I I I I�� III III III I I PLAN NOTES: 1. DO NOT USE THESE PLANS TO SCALE, SIZE, OR LOCATE EQUIPMENT. DO NOT ASSUME LOCATIONS OF FRAMING BELOW BASED ON GRID LINES. FRAMING AND COLUMNS BELOW THE ROOF THAT SUPPORT THE ANTENNA EQUIPMENT MUST BE FIELD VERIFIED BELOW THE ANTENNA EQUIPMENT. EXISTING CONDITIONS ARE TO BE FIELD VERIFIED. 2. IN THE REVIEW OF THE ORIGINAL DESIGN DRAWINGS, THE ROOF FRAMING PLAN WAS MISSING FROM THE DRAWING SET. THE PARTIAL ROOF FRAMING PLAN SHOWN ON THESE DRAWINGS SHOWS ASSUMED CONDITIONS BASED ON THE FLOOR FRAMING PLANS AND ARCHITECTURAL PLANS. 3. EXISTING CONDITIONS ARE BASED ON THE BEST AVAILABLE INFORMATION. NOT ALL CONDITIONS ARE GUARANTEED TO BE AS SHOWN. CONTACT ENGINEER OF RECORD IF ANY DISCREPANCIES WITH THESE PLANS ARE DISCOVERED. 4. NOT ALL ROOF FRAMING/CONDITIONS ARE SHOWN. FUTURE PROJECTS SHOULD REFERENCE THE ORIGINAL BUILDING DRAWINGS OR PERFORM THEIR OWN FIELD VERIFICATION. THESE PLANS ARE SPECIFIC TO THIS PROJECT SCOPE FOR THIS ANTENNA INSTALLATION. FUTURE PROJECTS SHOULD EVALUATE THE ROOF FOR ANY FUTURE WORK OR ADDITIONS. 5. MECHANICAL EQUIPMENT AND OPENINGS ARE NOT SHOWN ON THIS PLAN. CONTRACTOR MUST VERIFY THAT NO OPENINGS, MECHANICAL EQUIPMENT, OR OTHER HEAVY EQUIPMENT IS LOCATED ON THE SAME ROOF FRAMING (SLAB, BEAM, COLUMN) SUPPORTING THE ANTENNA FRAME. THIS INCLUDES EQUIPMENT ABOVE THE ROOF AND EQUIPMENT BELOW THE ROOF (SUSPENDED). 6. CONTRACTOR MUST ENSURE THE ANTENNA FRAMES ARE PLACED AS SHOWN ON THIS PLAN AND THE REFERENCED DETAILS. I I I I I I I i I I I I 07 02 __T_Y� I I I l i i I 08 1 1 1 i l l Os 1 1 I I I I I I i 118 I L__ J L Jl.J F --- 7 I I I I I I i I I I I I I I I I 1 1 I I I I I I I D2 I I I I I I I I I I I I I I i I - -� - - T -1- I I i I `y I 04 I I I i I os KEY NOTES: 01 EXISTING CONCRETE PARAPET WALL (LOW PARAPET). D2 EXISTING CONCRETE COLUMN (BELOW), 03 EXISTING CONCRETE FILIGREE BEAM. 04 EXISTING CONCRETE FILIGREE SLAB. OS EXISTING ROCK BALLAST ROOF. 06 NEW FRP ANTENNA SCREEN BOX — CENTER OVER FRAMING BELOW AS SHOWN. O07 REMOVE EXISTING ANTENNA FRAMES, RRH FRAMES, AND EQUIPMENT WHERE NOT USED. RELOCATE ANTENNAS AND RRH'S TO NEW FRP BOX WHERE ANTENNAS/RRH'S ARE RE—USED. *EXISTING STAIRWELL AND ELEVATOR. N PARTIAL ROOF FRAMING PLAN NTS ROCK BALLAST REMOVAL NOTES: 1. CONTRACTOR SHALL REMOVE THE ROCK BALLAST WITHIN THE FOOTPRINT OF THE ANTENNA SCREEN BOX. (APPROXIMATELY 160 SQ FT AREA). 2. CONTRACTOR SHALL HAUL ROCK OFF—SITE, DO NOT RE—DISTRIBUTE ON ROOFTOP. 3. CONTRACTOR SHALL VERIFY ROCK BALLAST WEIGHT ISI A MINIMUM OF 15 PSF. THIS CAN BE DONE BY "SPOT CHECKING" AREAS ON THE ROOF AND TAKING THE WEIGHT OF A SQUARE FOOT AREA OF ROCK. 0 2019 COPYRIGHT CALIBER ENGINEERING SOLUTIONS, LLC (CES). THESE SPECIFICATIONS ARE PROPRIETARY TO CES. ALL RIGHTS RESERVED. ALL DESIGN, ENGINEERING, & DRAFTING BY CES FOR THIS PROJECT WAS COMPLETED WITHIN THE UNITED STATES OF AMERICA. TcLfrv''v-rc iNL'gA9TRUCTURE 9ERVtCES AT&T Z (� WZ cn00 00 So � cn CIA W REV ISSUED DATE 0 ISSUED FOR PERMIT 06.29.19 o�PDO liOFi EW EN •. A' 54115 ColiberCngineering SOIUbO(15 INTEGRITY. QUALITY. EXPERTISE. 2487 S. GILBERTAE. 1 - GILB , Z 85295 .329.04MY of WWW' ALIBER-ES.COM JOB: 19-04 "4m Wgla- p ��z &Aq S2 zw (4) SCREEN ENCLOSURE — ISOMETRIC VIEW SCREEN ENCLOSURE — STEEL STAND & ANCHORAGE PLAN 103 NTS 101 NTS 16'-0" MAX 1. STRONGWELL FRP PANEL AT (3) SIDES - SEE WALL SECTIONS. 2. STRONGWELL FRP 4x4xl/4 SQUARE TUBE - CONTINUOUS TOP RAIL FROM CORNER POST TO CORNER POST. 3. STRONG'OVELL FRP 4.4x1/2 ANGLE BRACE - LOCATE WHFRE SIIOWN. A`ITACII TO TOP RAIL WITI1 (1) 1" DIA. STRONGWELL FIBREBOLT AT EACH END. THE CORNER BRACE ANGLE,LAY BE LOCATED ABOVE THE TOP RAIL OR BELOW TIIE TOP RAIL IN ORDER TO ALLOW OTHER FRAMING CONDITIONS AS SHOWN. SCREEN ENCLOSURE TOP FRAMING PLAN — NTS 4. 10000/4 FRP PLATE AT CORNERS - CONTRACTOR MAY USE SCRAP CUTS FROM FRP PANEL TO MAKE PLATES 5. TOP BOLTS FROM POST CONNECTIONS - SEE WALL ELEVATIONS. 6. 6x6x3/8" STEEL ANGLE FOR ANTENNA PIPE ATTACHMENT. ATTACH TO TOP RAIL FRP WITH (1) 1" DIA. A307 STEEL BOLT AT EACH END AS SHOWN. 7. NO FRP PANEL AT BACK SIDE - THIS SIDE LEFT OPEN TO ACCESS EQUIPMENT. 1, EXISTING CONCRETE PARAPET WALL. 6. STRONGWELL FRP PANEL AT (3) SIDES - SEE WALL SECTIONS. 2. STEEL SLEEPER ON CONCRETE DECK. 7. 6x6.3/8" STEEL ANGLE FOR AN`T'ENNA PIPE ATTACHMENT. 3, CONTINUOUS STEEL SQUARE TUBE ATTACH TO STEEL TUBES WITH 1" DIA. A307 STEEL BOLTS - (3) 4. STRONGWELL FRP 4x4.1/4 SQUARE TUBE. PLACES AS SHOWN. 5. STRONGWELL FRP 4x4xl/4 SQUARE TUBE POST - (12) PLACES. SCREEN ENCLOSURE NTS © 2019 COPYRIGHT CALIBER ENGINEERING SOLUTIONS, LLC (CES). THESE SPECIFICATIONS ARE PROPRIETARY TO CES. ALL RIGHTS RESERVED. ALL DESIGN, ENGINEERING, & DRAFTING BY CES FOR THIS PROJECT WAS COMPLETED WITHIN THE UNITED STATES OF AMERICA. T-LCYrc ►•. inf RAl v TRU CTL�RE BERviC Ee u AT&T z� Cq wz o N 00 Ln Cq w O H REV ISSUED DATE 0 ISSUED FOR PERMIT 06.29.19 F 54115 N. 2 kk ColiberCngineering Solutions INTEGRITY. QUAL SE. 2487 S. GILBE . STE. 106-(G0 GILB T, AZ 131 OI( 0.329.0493 WWW ALIBER-ES.COM JOB: 19-04A F AG vison PLA yIEWS S3 0 1. EXISTING CONCRETE PARAPET WALL. 5. ANCHORAGE TO WALL AT (3) PLACES WHERE SHOWN, (2) ANCHORS ISOMETRIC NOTES: 1. THIS ISOMETRIC VIEW PROVIDED AS A SCHEMATIC OF THE GENERAL •• • 2. EXISTING FILIGREE CONCRETE ROOF DECK. 3. CONTINUOUS STEEL HSS 4.4x1/4 SQUARE TUBE PER LOCATION - 6 ANCHORS TOTAL. 6. ANCHORAGE TO CONCRETE ROOF DECK AT (6) PLACES ACTFERE FRAMING CONDITIONS TO AID THE CONTRACTOR WITH FRAMING. SEE SLEEPER ANCHORED TO CONCRETE DECK. SHOWN, 2 ANCHORS PER LOCATION - (12) ANCHORS TOTAL.. PLANS ELEVATIONS AND DETAILS FOR SPECIFIC DIRECTION. CONTACT THE EOR WITH ANY QUESTIONS, CONCERNS, DISCREPANCIES. . 4. CONTINUOUS STEEL HSS 4x4xl/4 SQUARE TUBE ON 7. WHEN ROOFER REINSTALLS ROOF MATERIAL AFTER SLEEPERS ARE 2. PANEL, ANTENNA EQUIPMENT, EQUIPMENT SUPPORTS NOT SHOWN. A TOP OF STEEL SLEEPERS AND ANCHORED TO WALL. ANCHORED DECK - INSTALL a° THICK LIGHT WEIGHT RIGID 3. BUILDING STRUCTURE NOT SHOWN. W BUILD UP WITHIN SCREEN ENCLOSURE IN ORDER V ROOF LEVEL WITH 4" SLEEPERS TO AVOID TRIPPING OVER SLEEPERS. ROOFINSULEVE SCREEN ENCLOSURE — ISOMETRIC VIEW SCREEN ENCLOSURE — STEEL STAND & ANCHORAGE PLAN 103 NTS 101 NTS 16'-0" MAX 1. STRONGWELL FRP PANEL AT (3) SIDES - SEE WALL SECTIONS. 2. STRONGWELL FRP 4x4xl/4 SQUARE TUBE - CONTINUOUS TOP RAIL FROM CORNER POST TO CORNER POST. 3. STRONG'OVELL FRP 4.4x1/2 ANGLE BRACE - LOCATE WHFRE SIIOWN. A`ITACII TO TOP RAIL WITI1 (1) 1" DIA. STRONGWELL FIBREBOLT AT EACH END. THE CORNER BRACE ANGLE,LAY BE LOCATED ABOVE THE TOP RAIL OR BELOW TIIE TOP RAIL IN ORDER TO ALLOW OTHER FRAMING CONDITIONS AS SHOWN. SCREEN ENCLOSURE TOP FRAMING PLAN — NTS 4. 10000/4 FRP PLATE AT CORNERS - CONTRACTOR MAY USE SCRAP CUTS FROM FRP PANEL TO MAKE PLATES 5. TOP BOLTS FROM POST CONNECTIONS - SEE WALL ELEVATIONS. 6. 6x6x3/8" STEEL ANGLE FOR ANTENNA PIPE ATTACHMENT. ATTACH TO TOP RAIL FRP WITH (1) 1" DIA. A307 STEEL BOLT AT EACH END AS SHOWN. 7. NO FRP PANEL AT BACK SIDE - THIS SIDE LEFT OPEN TO ACCESS EQUIPMENT. 1, EXISTING CONCRETE PARAPET WALL. 6. STRONGWELL FRP PANEL AT (3) SIDES - SEE WALL SECTIONS. 2. STEEL SLEEPER ON CONCRETE DECK. 7. 6x6.3/8" STEEL ANGLE FOR AN`T'ENNA PIPE ATTACHMENT. 3, CONTINUOUS STEEL SQUARE TUBE ATTACH TO STEEL TUBES WITH 1" DIA. A307 STEEL BOLTS - (3) 4. STRONGWELL FRP 4x4.1/4 SQUARE TUBE. PLACES AS SHOWN. 5. STRONGWELL FRP 4x4xl/4 SQUARE TUBE POST - (12) PLACES. SCREEN ENCLOSURE NTS © 2019 COPYRIGHT CALIBER ENGINEERING SOLUTIONS, LLC (CES). THESE SPECIFICATIONS ARE PROPRIETARY TO CES. ALL RIGHTS RESERVED. ALL DESIGN, ENGINEERING, & DRAFTING BY CES FOR THIS PROJECT WAS COMPLETED WITHIN THE UNITED STATES OF AMERICA. T-LCYrc ►•. inf RAl v TRU CTL�RE BERviC Ee u AT&T z� Cq wz o N 00 Ln Cq w O H REV ISSUED DATE 0 ISSUED FOR PERMIT 06.29.19 F 54115 N. 2 kk ColiberCngineering Solutions INTEGRITY. QUAL SE. 2487 S. GILBE . STE. 106-(G0 GILB T, AZ 131 OI( 0.329.0493 WWW ALIBER-ES.COM JOB: 19-04A F AG vison PLA yIEWS S3 0 114 111 \\ (5)� -` 114 SIM (2) 1. EXISTING FILIGREE CONCRETE ROOF DECK - BUILT 6. START FRP PANEL AT T-0" ABOVE ROOF DECK TO PREVENT I UP ROOF NOT SHOWN. O 1 O 21 2, EXISTING CONCRETE PARAPET WALL. 7. STRONGWELL FRP 4x4xl/4 SQUARE POST. 112 (6) (6) 8. STRONGWELL CONTINUOUS FRP SQUARE TOP RAIL. UP ROOF NOT SHOWN. 5. STRONGWELL CONTINUOUS FRP 4x4xl/4 SQUARE TOP RAIL. OO . ANCHORED TO CONCRETE ROOF. ANCHORED 9. STRONGWELL L FRP x1 /2 ANGLE BRACE WHERE SHOWN. BRAC 2. CONTINUOUS STEEL HSS 4x4.1/4 SQUARE TUBE (4) 4. CONTINUOUS STEEL HSS 4.4x1(4 SQUARE TUBE ON AAX SLEEPER ANCHORED TO CONCRETE DECK. 7. NO FRP PANEL AT BACK WALL - THIS SIDE LEFT OPEN TO TOP OF STEEL SLEEPERS AND ANCHORED TO WALL. PERPENDICULAR TO VERTICAL POSTS. LW DIRECTION 3. CONTINUOUS STEEL HSS 4x4xl/4 SQUARE TUBE ON ACCESS EQUIPMENT. (3) (3) TOP OF STEEL SLEEPERS AND ANCHORED TO WALL. 115 (3) VERTICAL POSTS WITH 3/8" DIA. FIBREBOLTS AT 12" O.C. MAX AT EACH VERTICAL POST. • I US US (2) 1. EXISTING FILIGREE CONCRETE ROOF DECK - BUILT 6. START FRP PANEL AT T-0" ABOVE ROOF DECK TO PREVENT I UP ROOF NOT SHOWN. SNOW BUILD UP. e (7) 2, EXISTING CONCRETE PARAPET WALL. 7. STRONGWELL FRP 4x4xl/4 SQUARE POST. 1. EXISTING FILIGREE CONCRETE ROOF DECK - BUILT 4. STRONGWELL FRP 4x4.1/4 SQUARE POST. 3. CONTINUOUS STEEL HSS 4x4xl/4 ARE SLEEPER 8. STRONGWELL CONTINUOUS FRP SQUARE TOP RAIL. UP ROOF NOT SHOWN. 5. STRONGWELL CONTINUOUS FRP 4x4xl/4 SQUARE TOP RAIL. OO . ANCHORED TO CONCRETE ROOF. ANCHORED 9. STRONGWELL L FRP x1 /2 ANGLE BRACE WHERE SHOWN. BRAC 2. CONTINUOUS STEEL HSS 4x4.1/4 SQUARE TUBE 6. STRONGWELL FRP 4x4.1/2 ANGLE BRACE WHERE SHOWN. 4. CONTINUOUS STEEL HSS 4.4x1(4 SQUARE TUBE ON FPPL L I 10. INSTALL FRP PANEL IN LENGTH -WISE (LW) DIRECTION SLEEPER ANCHORED TO CONCRETE DECK. 7. NO FRP PANEL AT BACK WALL - THIS SIDE LEFT OPEN TO TOP OF STEEL SLEEPERS AND ANCHORED TO WALL. PERPENDICULAR TO VERTICAL POSTS. LW DIRECTION 3. CONTINUOUS STEEL HSS 4x4xl/4 SQUARE TUBE ON ACCESS EQUIPMENT. 5. STRONGW'ELI., FRP 3/4" THICK PANEL - ATTACH TO WILL BE MARKED BY STRONGWELL. TOP OF STEEL SLEEPERS AND ANCHORED TO WALL. VERTICAL POSTS WITH 3/8" DIA. FIBREBOLTS AT 12" O.C. MAX AT EACH VERTICAL POST. • SCREEN ENCLOSURE - WALL ELEVATION - SIDE WALL Iv/ NTS 1. EXISTING FILIGREE CONCRETE ROOF DECK - BUILT UP ROOF NOT SHOGUN. 2. EXISTING FILIGREE CONCRETE BEAM[ - SEE PLAN FOR DIRECTION AND LOCATION. 3. EXISTING CONCRETE COLUMN - SEE PLAN FOR DIRECTION AND LOCATION. 4. EXISTING CONCRETE PARAPET WALL. 5. CONTINUOUS STEEL HSS 4x4xl/4 SQUARE SLEEPER ANCHORED TO CONCRETE ROOF. 6. CONTINUOUS STEEL HSS 4x4xl /4 SQUARE TUBE ON TOP OF STEEL SLEEPERS AND ANCHORED TO WALL. 7. STRONGWELL FRP 3/4" THICK PANEL - ATTACH TO VERTICAL, POSTS WITH 3/8" DIA. FIBREBOLTS AT 12" O.C. MAX AT EACH VERTICAL POST, 8. START FRP PANEL AT Y-0" ABOVE ROOF DECK TO PREVENT SNOW BUILD UP. 9. STRONGWELL FRP 4x4xl/4 SQUARE POST. 10. STRONGWELL CONTINUOUS FRP 4x4xl/4 SQUARE TOP RAIL. 11. STRONGWELL FRP 4x4xl/2 ANGLE BRACE WHERE SHOWN. „- SCREEN ENCLOSURE - WALL ELEVATION - BACK WALL Oj NITS SIM %SCREEN ENCLOSURE - WALL ELEVATION - MID BRACE FRAMESCF Ivo NTS 1 NTS 1. EXISTING FILIGREE CONCRETE ROOF DECK. 2. CONTINUOUS STEEL HSS 4x4xl/4 SQUARE TUBE ON TOP OF STEEL SLEEPERS AND ANCHORED TO WALL. 3. STRONGWELL FRP 3/4" THICK PANEL - ATTACH TO VERTICAL POSTS WITH 3/8" DIA. FIBREBOLTS AT 12" O.C. MAX AT EACH VERTICAL POST. 4. START FRP PANEL AT 3'-0" ABOVE ROOF DECK TO PREVENT SNOW BUILD UP. ENCLOSURE - WALL ELEVATION FRONT WA 5. STRONGWELL FRP 4x4x1/4 SQUARE POST. 6. STRONGWELL CONTINUOUS FRP 4x4xl/4 SQUARE TOP RAIL. 7. STRONGWELL FRP 4x4.1/2 ANGLE BRACE WHERE SHOWN. 8. STRONGWELL FRP 40.1/4 SQUARE TUBE IN-BETWEEN STEEL TUBES IN ORDER TO SUPPORT INTERIOR POSTS. 9. INSTALL FRP PANEL IN LENGTH -WISE (LW) DIRECTION PERPENDICULAR TO VERTICAL POSTS. LW DIRECTION WILL BE MARKED BY STRONGWELL. 0 2019 COPYRIGHT CALIBER ENGINEERING SOLUTIONS, LLC (CES). THESE SPECIFICATIONS ARE PROPRIETARY TO CES. ALL RIGHTS RESERVED. ALL DESIGN, ENGINEERING, & DRAFTING BY CES FOR THIS PROJECT WAS COMPLETED WITHIN THE UNITED STATES OF AMERICA. INFRASTRUCTURE SERVICES AT&T W� c O N H 00 W�+�ac7 �-+ oMo O� x w 0 � O H REV ISSUED DATE 0 ISSUED FOR PERMIT 06.29.19 O�PDO LICFH U;� m � 54115 N. C r - ColiberEngineering Solutions INTEGRITY. QUALITY. EXPERTISE. 2487 S. GILBER STE�1'GIL T, AZ 8529329.00 ty WWl -.CALIBER-ES.0 JOB: 19-0 2 VI/'. mow: SCREEN WALL °IIS JWn- S4 0 1 I I / \ 112 \ eI (7) e (7) (3) dAX �(5) (2) - 113 13 (4) (2) 111 (2)v • • I US US %SCREEN ENCLOSURE - WALL ELEVATION - MID BRACE FRAMESCF Ivo NTS 1 NTS 1. EXISTING FILIGREE CONCRETE ROOF DECK. 2. CONTINUOUS STEEL HSS 4x4xl/4 SQUARE TUBE ON TOP OF STEEL SLEEPERS AND ANCHORED TO WALL. 3. STRONGWELL FRP 3/4" THICK PANEL - ATTACH TO VERTICAL POSTS WITH 3/8" DIA. FIBREBOLTS AT 12" O.C. MAX AT EACH VERTICAL POST. 4. START FRP PANEL AT 3'-0" ABOVE ROOF DECK TO PREVENT SNOW BUILD UP. ENCLOSURE - WALL ELEVATION FRONT WA 5. STRONGWELL FRP 4x4x1/4 SQUARE POST. 6. STRONGWELL CONTINUOUS FRP 4x4xl/4 SQUARE TOP RAIL. 7. STRONGWELL FRP 4x4.1/2 ANGLE BRACE WHERE SHOWN. 8. STRONGWELL FRP 40.1/4 SQUARE TUBE IN-BETWEEN STEEL TUBES IN ORDER TO SUPPORT INTERIOR POSTS. 9. INSTALL FRP PANEL IN LENGTH -WISE (LW) DIRECTION PERPENDICULAR TO VERTICAL POSTS. LW DIRECTION WILL BE MARKED BY STRONGWELL. 0 2019 COPYRIGHT CALIBER ENGINEERING SOLUTIONS, LLC (CES). THESE SPECIFICATIONS ARE PROPRIETARY TO CES. ALL RIGHTS RESERVED. ALL DESIGN, ENGINEERING, & DRAFTING BY CES FOR THIS PROJECT WAS COMPLETED WITHIN THE UNITED STATES OF AMERICA. INFRASTRUCTURE SERVICES AT&T W� c O N H 00 W�+�ac7 �-+ oMo O� x w 0 � O H REV ISSUED DATE 0 ISSUED FOR PERMIT 06.29.19 O�PDO LICFH U;� m � 54115 N. C r - ColiberEngineering Solutions INTEGRITY. QUALITY. EXPERTISE. 2487 S. GILBER STE�1'GIL T, AZ 8529329.00 ty WWl -.CALIBER-ES.0 JOB: 19-0 2 VI/'. mow: SCREEN WALL °IIS JWn- S4 0 (1) I I (4) (3) I I (2) TYP � i 3/s I 1. FRP SQUARE TUBE PER WALL ELEVATIONS. 2. STEEL TUBE SLEEPER PER PLAN. 3. STEEL 6x6x3/8 ANGLE - 4" LONG WELDED TO STEEL SLEEPER. 4. (2) 3/4" DIA. A307 STEEL BOLTS. 5. EXISTING FILIGREE ROOF DECK BELOW SLEEPER. (5) (2) 1. FRP SQUARE TUBE PER WALL ELEVATIONS. 2. FRP BRACE PER WALL ELEVATIONS. 3. ADJACENT CONNECTION WHERE OCCURS - SEE OTHER DETAILS. 4. STRONGWELL FRP 6x6x3/8 ANGLE - 8" LONG WITH (2) 1" DIA. FIBREBOLTS AT POST AND (2) 1" DIA. FIBREBOLTS AT BRACE ANGLE. WHERE BRACE OCCURS AT EACH SIDE - PROVIDE SAME CONNECTION AT EACH SIDE. 5. CONTRACTOR TO TRIM ANGLE LEG IN CONTACT WITH SQUARE TUBE TO BE 4" TO BE FLUSH WITH TUBE. iw 1. EXISTING CONCRETE PARAPET WALL. 2. EXISTING FILIGREE CONCRETE ROOF. 3. SQUARE STEEL TUBE PER PLAN. 4. 10x6xl/2 STEEL PLATE. 5. (2) 1/2" DIA. EXPANSION .ANCHORS PER GSN AT 7" O.C. 6. MIN 3-5/8" EMBED. (3) I FRP POST AT STEEL SLEEPER BRACE ANGLE CONNECTION AT FRP POST ,,,, STEEL TUBE ANCHORAGE TO WALL 11 NTS 1 12 NTS lou NTS IVB 1. STEEL TU13E SLEEPER ANCHORED TO CONCRETE DECK PER PLAN. 2. STEEL TUBE PER PLAN. 3. STEEL 6x6x3/8 - 8" LONG, WELDED TO STEEL TUBE. 4. (2) Y' DIA A307 STEEL BOLTS. 5. FRP BANCF ANGLE PER WALL ELEVATIONS. 6. CONTRACTOR TO TRIM ANGLE LEG IN CONTACT WITH SQUARE TUBE TO BE 4" TO BE FLUSH WITH TUBE. (1) I I I I (3) I I I I (5) i i (2) I --------------------- (4) 1. FRP SQUARE TUBE PER WALL. ELEVATIONS. 2. STEEL SQUARE TUBE PER PLAN. 3. (2) 3/4" DIA. FIBREBOLTS AT FRP ANGLE TO FRP TUBE. 4. (2) 3/4" DIA. A307 STEEL BOLTS AT FRP ANGLE TO STEEL TUBE. 5. STRONGWELL FRP 6x6x3/8 ANGLE - 4" LONG. 1. FRP SQUARE TUBE PER WALL ELEVATIONS. 2. STEEL SQUARE TUBE PER PLAN. (4) 3. STRONGWELL FRP 6x6x3/8 ANGLE - 4" LONG WITH (2) 3/4" DIA. FIBREBOLTS AT EACH LEG. (2) PROVIDE ANGLE CONNECTION AT EACH SIDE I ®Q OF SQUARE TUBE. I I I 4. ADJACENT CONNECTION WHERE OCCURS - SEE OTHER DETAILS. 5. NO FRP TUBE AT END CONDITION AT 113A. (3) O (1) ==@ O llmll O i _ (2) TUBE AT STEEL TUBE AS NOTED ,-"�FRP POST AT STEEL TUBE CORNER POST TOP ATTACHMENT 1 1 ' NTS ' ' `� NTS FRP SQUARE TUBE PER WALL ELEVATIONS. FRP BRACE AND CONNECTION WHERE OCCURS - SEE DETAIL 112. STRONGWELL FRP 6x6x3/8 ANGLE - 4" LONG WITH (2) 3/4" DIA. FIBREBOLTS AT EACH LEG. 10.100/4 FRP PLATE AT CORNER POSTS. CONTRACTOR MAY USE SPARE CUTS FROM FRP PANEL TO MAKE PLATE. FRP PANEL. (4) (3) TYP 1. EXISTING FILIGREE CONCRETE ROOF. 2. SQUARE STEEL TUBE SLEEPER PER PLAN. 3. SQUARE, STEEL TUBE PER PLAN. 4. (2) 1/2" DIA. EXPANSION ANCHORS PER GSN. S. MIN 2-3/8" EMBED. 6. 4" MIN - VERIFY WHEN LOCATING OF REINFORCING IS PERFORMED. 7. 7' O.C. MINT, 16" O.C. MAX - CONTRACTOR TO COORDINATE IN ORDER TO CLEAR ANY REINFORCING PER GSN. „ STEEL TUBE SLEEPER ANCHORAGE TO ROOF ^ l u NTS (2) P POST AT 1. FRP SQUARE TUBE PER WALS, ELEVATIONS. 2. STRONGWEI-L FRP 6x6x3/8 ANGLE - 4" LONG, WITH (2) 3/4" DIA. FIBREBOLTS AT EACH LEG AS SHOWN. [a 0 2019 COPYRIGHT CALIBER ENGINEERING SOLUTIONS, LLC (CES). THESE SPECIFICATIONS ARE PROPRIETARY TO CES. ALL RIGHTS RESERVED. ALL DESIGN, ENGINEERING, & DRAFTING BY CES FOR THIS PROJECT WAS COMPLETED WITHIN THE UNITED STATES OF AMERICA. �� IN RU CTLIRE BERy�CES AT&T H W� V � M 00 N F-; 00 � W � Lr) � O Q t W W REV ISSUED DATE 0 ISSUED FOR PERMIT 06.29.19 03;po L/CFry,P � sails ColiberEngineering Solurions INTEGRITY. TISE. 2487S. GI RT RD. STE106- 7) BERT,,0fta5 480.329.0493 CALIBER-ES.COM JOB: 1Y-042" " ETAILS S5 0 /A\ ANTENNA ATTACHMENT 121 NTS (1) 1. ANTENNA - ATTACH TO PIPE PER MFR 2. 2-1/2" STD PIPE (2-7/8" O.D.). 3. 6"x6" STEEL ANGLE PER FRAMING PLANS. 4. PROVIDE (2) 5/8" DIA. A307 U -BOLTS AT TOP AND BOTTOM. 011 %1 PLAN VIEW – ALPHA LOCATION Ilo NTS 1C �1PLAN VIEW — BETA LOCATION Ily NTS T� 10-0 (7) I PLAN VIEW — I v . ' 1. EXISTING PARAPET WALL. 2. EXISTING BUILDING COLUMN AND BEAM BELOW. CENTER NEW ENCLOSURE OVER OVER COLUMN AND BEAM AS SHOWN. 3. EXISTING ROCK BALLASTED ROOF. REMOVE ROCK BALLAST FROM ANTENNA BOX FOOTPRINT AND HAUL OFF SITE (APPROX. 160 SQ FT). 4. ANTENNAS - SEE DRAWINGS BY TELCYTE FOR AZIMUTH. 5. NEW RADIO EQUIPMENT - KEEP 3 FT CLEAR FROM ROOF DECK SEE DRAWINGS BY TELCYTE FOR ADDITIONAL INFORMATION. 6. KEEP CLEAR FOR ACCESS. 7. NEW FRP BOX SCREENING TO CONCEAL ANTENNAS AND RADIO EQUIPMENT - SEE STRUCTURAL DRAWINGS FOR FRAMING. SEE ARCH L DRAWINGS FOR EXTERIOR FINISH. 8. WHEN ROOFER RE -INSTALLS ROOF MATERIAL AFTER SLEEPERS ARE ANCHORED TO DECK - INSTALL 4" THICK LIGHT WEIGHT RIGID INSULATION WITHIN SCREEN ENCLOSURE IN ORDER TO BUILD UP ROOF LEVEL WITH 4" SLEEPERS TO AVOID TRIPPING OVER SLEEPERS. `— (3) i. EXISTING PARAPET WALL. 2. EXISTING BUILDING COLUMN AND BEAM BELOW. CENTER NEW ENCLOSURE OVER OVER COLUMN AND BEAM AS SHOWN. 3. EXISTING ROCK BALLASTED ROOF. REMOVE ROCK BALLAST FROM ANTENNA BOX FOOTPRINT AND HAUL OFF SITE (APPROX. 160 SQ FT). 4. ANTENNAS - SEE DRAWINGS BY TELCYTE FOR AZIMUTH. 5. NEW RADIO EQUIPMENT - KEEP 3 FT CLEAR FROM ROOF DECK SEE DRAWINGS BY TELCYTE FOR ADDITIONAL INFORMATION. 6. KEEP CLEAR FOR ACCESS. 7. NEW FRP BOX SCREENING TO CONCEAL ANTENNAS AND RADIO EQUIPMENT - SEE STRUCTURAL DRAWINGS FOR FRAMING. SEE ARCH'L DRAWINGS FOR EXTERIOR FINISH. 8. WHEN ROOFER RE -INSTALLS ROOF MATERIAL AFTER SLEEPERS ARE ANCHORED TO DECK - INSTALL 4" THICK LIGHT WEIGHT RIGID INSULATION WITHIN SCREEN ENCLOSURE IN ORDER TO BUILD UP ROOF LEVEL WITH 4" SLEEPERS TO AVOID TRIPPING OVER SLEEPERS. (3) 1. EXISTING PARAPET WALL. 2. EXISTING BUILDING COLUMN AND BEAM BELOW. CENTER NEW ENCLOSURE OVER OVER COLUMN AND BEAM AS SHOWN. 3. EXISTING ROCK BALLASTED ROOF. REMOVE ROCK BALLAST FROM ANTENNA BOX FOOTPRINT AND HAUL OFF SITE (APPROX. 160 SQ FT). 4. ANTENNAS - SEE DRAWINGS BY TELCYTE FOR AZIMUTH. 5. NEW RADIO EQUIPMENT - KEEP 3 FT CLEAR FROM ROOF DECK SEE DRAWINGS BY TELCYTE FOR ADDITIONAL INFORMATION. 6. KEEP CLEAR FOR ACCESS. 7. NEW FRP BOX SCREENING TO CONCEAL ANTENNAS AND RADIO EQUIPMENT - SEE STRUCTURAL DRAWINGS FOR FRAMING. SEE ARCH`L DRAWINGS FOR EXTERIOR FINISH. 8. WHEN ROOFER RE -INSTALLS ROOF MATERIAL AFTER SLEEPERS ARE ANCHORED TO DECK - INSTALL 4" THICK LIGHT WEIGHT RIGID INSULATION WITHIN SCREEN ENCLOSURE IN ORDER TO BUILD UP ROOF LEVEL WITH 4" SLEEPERS TO AVOID TRIPPING OVER SLEEPERS. 3 ( ) 0 2019 COPYRIGHT CALIBER ENGINEERING SOLUTIONS. LLC (CES). THESE SPECIFICATIONS ARE PROPRIETARY TO CES. ALL RIGHTS RESERVED. ALL DESIGN. ENGINEERING. & DRAFTING BY CES FOR THIS PROJECT WAS COMPLETED WITHIN THE UNITED STATES OF AMERICA 1-1—TRICTIRE SERVICES v AT&T W� 00 � Z �(2) w �'+ C3 Z�VO Q WLemli cq H O W O F-1 REV ISSUED DATE 0 ISSUED FOR PERMIT 06.29.19 0,y ,DO Lie, G;1 Ry FO 54its o' 9.lP'24i� COliberEngineering Solutions INTEGRITY. QU . EXP 2487 S. GILB RD1gt(60'7) GIL T, AZ 5 80.329.0493 R-ES.0 JOB: 19-04' MEN SECTOR,RU-AN VIEWS° S6 0 I �i II (4) I I �(g)J I _0" O- - (2) -I - I --- I I I I (6') j PLAN VIEW — I v . ' 1. EXISTING PARAPET WALL. 2. EXISTING BUILDING COLUMN AND BEAM BELOW. CENTER NEW ENCLOSURE OVER OVER COLUMN AND BEAM AS SHOWN. 3. EXISTING ROCK BALLASTED ROOF. REMOVE ROCK BALLAST FROM ANTENNA BOX FOOTPRINT AND HAUL OFF SITE (APPROX. 160 SQ FT). 4. ANTENNAS - SEE DRAWINGS BY TELCYTE FOR AZIMUTH. 5. NEW RADIO EQUIPMENT - KEEP 3 FT CLEAR FROM ROOF DECK SEE DRAWINGS BY TELCYTE FOR ADDITIONAL INFORMATION. 6. KEEP CLEAR FOR ACCESS. 7. NEW FRP BOX SCREENING TO CONCEAL ANTENNAS AND RADIO EQUIPMENT - SEE STRUCTURAL DRAWINGS FOR FRAMING. SEE ARCH L DRAWINGS FOR EXTERIOR FINISH. 8. WHEN ROOFER RE -INSTALLS ROOF MATERIAL AFTER SLEEPERS ARE ANCHORED TO DECK - INSTALL 4" THICK LIGHT WEIGHT RIGID INSULATION WITHIN SCREEN ENCLOSURE IN ORDER TO BUILD UP ROOF LEVEL WITH 4" SLEEPERS TO AVOID TRIPPING OVER SLEEPERS. `— (3) i. EXISTING PARAPET WALL. 2. EXISTING BUILDING COLUMN AND BEAM BELOW. CENTER NEW ENCLOSURE OVER OVER COLUMN AND BEAM AS SHOWN. 3. EXISTING ROCK BALLASTED ROOF. REMOVE ROCK BALLAST FROM ANTENNA BOX FOOTPRINT AND HAUL OFF SITE (APPROX. 160 SQ FT). 4. ANTENNAS - SEE DRAWINGS BY TELCYTE FOR AZIMUTH. 5. NEW RADIO EQUIPMENT - KEEP 3 FT CLEAR FROM ROOF DECK SEE DRAWINGS BY TELCYTE FOR ADDITIONAL INFORMATION. 6. KEEP CLEAR FOR ACCESS. 7. NEW FRP BOX SCREENING TO CONCEAL ANTENNAS AND RADIO EQUIPMENT - SEE STRUCTURAL DRAWINGS FOR FRAMING. SEE ARCH'L DRAWINGS FOR EXTERIOR FINISH. 8. WHEN ROOFER RE -INSTALLS ROOF MATERIAL AFTER SLEEPERS ARE ANCHORED TO DECK - INSTALL 4" THICK LIGHT WEIGHT RIGID INSULATION WITHIN SCREEN ENCLOSURE IN ORDER TO BUILD UP ROOF LEVEL WITH 4" SLEEPERS TO AVOID TRIPPING OVER SLEEPERS. (3) 1. EXISTING PARAPET WALL. 2. EXISTING BUILDING COLUMN AND BEAM BELOW. CENTER NEW ENCLOSURE OVER OVER COLUMN AND BEAM AS SHOWN. 3. EXISTING ROCK BALLASTED ROOF. REMOVE ROCK BALLAST FROM ANTENNA BOX FOOTPRINT AND HAUL OFF SITE (APPROX. 160 SQ FT). 4. ANTENNAS - SEE DRAWINGS BY TELCYTE FOR AZIMUTH. 5. NEW RADIO EQUIPMENT - KEEP 3 FT CLEAR FROM ROOF DECK SEE DRAWINGS BY TELCYTE FOR ADDITIONAL INFORMATION. 6. KEEP CLEAR FOR ACCESS. 7. NEW FRP BOX SCREENING TO CONCEAL ANTENNAS AND RADIO EQUIPMENT - SEE STRUCTURAL DRAWINGS FOR FRAMING. SEE ARCH`L DRAWINGS FOR EXTERIOR FINISH. 8. WHEN ROOFER RE -INSTALLS ROOF MATERIAL AFTER SLEEPERS ARE ANCHORED TO DECK - INSTALL 4" THICK LIGHT WEIGHT RIGID INSULATION WITHIN SCREEN ENCLOSURE IN ORDER TO BUILD UP ROOF LEVEL WITH 4" SLEEPERS TO AVOID TRIPPING OVER SLEEPERS. 3 ( ) 0 2019 COPYRIGHT CALIBER ENGINEERING SOLUTIONS. LLC (CES). THESE SPECIFICATIONS ARE PROPRIETARY TO CES. ALL RIGHTS RESERVED. ALL DESIGN. ENGINEERING. & DRAFTING BY CES FOR THIS PROJECT WAS COMPLETED WITHIN THE UNITED STATES OF AMERICA 1-1—TRICTIRE SERVICES v AT&T W� 00 � Z �(2) w �'+ C3 Z�VO Q WLemli cq H O W O F-1 REV ISSUED DATE 0 ISSUED FOR PERMIT 06.29.19 0,y ,DO Lie, G;1 Ry FO 54its o' 9.lP'24i� COliberEngineering Solutions INTEGRITY. QU . EXP 2487 S. GILB RD1gt(60'7) GIL T, AZ 5 80.329.0493 R-ES.0 JOB: 19-04' MEN SECTOR,RU-AN VIEWS° S6 0 W, z w 4- O M W U4 0 g� A ►, 3 U U O w 10 0 a� Con Vj U o °zw x0a NNa v a qz aANo Q W �GWWF o°ado UwwGz, O 4 4.) 3 U bi b � A O to 0 Ul t 4 F w ,N " O H N W E-1 44 N U O N41 � U ro ai U ra x 41 r rt 0 A U �4 �w 0 tr� -1 ro Q' U z° w m O A � 'u U U 4-) U O ro w U 44 Q � � U b N Ol 4.) U W O O U a PERMIT NO. 201900914 City of Wh6a-tRji e BUSINESS LICENSE INSPECTION INSPECTION DAY/TIME Thurs., May 9th @10 am INSPECTION DAY/TIM INSPECTION DAY/TIM BUSINESS NAME: Ausound Intelligence LLC ADDRESS: 4251 Kipling Street, Suite 335 CONTACT NAME: Kelly Peterson will have at inspection SQ FT OCCUPANCY TYPE 1 OCCUPANCY LOAD CONSTRUCTION TYPE ❑ SPRINKLERED NOWSPRINKLERED Uate jEA 1 4 CITY,,AF WT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: —0)1—) Job Address: 4-aj5"i i --i 4 -- Permit Number: 2nffcr._1�9I ❑ No one available for inspection:,Time12� M/ M O Re-Inspection required: Yes -No When corrections have been made, call for re -inspection at 303-234- Date:- �� ' Inspector: ,o' — DO NOT REMOVE THIS NOTICE o NI N M i s d w o d o O N00 Z O = .o 0 0 CC c. fl 0 (� °° O > U H 3 U zz '9 (Uz O .H U Q A W H ;° O m y ." w � W morn •.� b U � 01 Q 4J El 14 4J 44 4-4 O a3 u U C O z 00 paW W b UCG al o M d N UCL v z x 3 d a Q 3 O ro q uaC°i c c N N O 14 UO " a cue "d a 4J �,CCo ro q r t C.4 � U o U „� ��. .� 0 y „ Fz7 (1) bi 14 x0oO. roa wro o n �.4 a O A Q U dC W OU z ro CIJfA'd oma° C o WA �3 d a .) o rn > C° > rx o F-aAcva row m N 121, e v �' u v o E U F�- 0 rl o ca COD 4J N zA-0..VF" W v+3 1 U m a� s 3o°aQo b a au * H a� 0Urs, a f7. u0 z �el ity of /� w ati e BUSINESS LICENSE INSPECTION PERMIT NO. 201900095 BUSINESS NAME: Azteca Systems LLC ADDRESS: 4251 Kipling Street #405 CONTACT NAME: Billy L6 INSPECTION DAY/TIME Tues. Mar. 12th @ 10 AM INSPECTION DAY/TIME INSPECTION DAY/TIME SQ FT -4T lv,4-0 h wt r (ivv' 5 G{/ l OCCUPANCY TYPE ©-G(� cgJ OCCUPANCYLOAD J231CONSTRUCTION TYPE ❑ SPRINKLERED RINOWSPRINKLERED Inspector Signature yl?,.Z(q Date I Oak, i CITY OF WHEAT RIDGE - Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: '� r " Yr Job Address: 1/65 Permit Number: ❑ No one available for inspection: Time 10,00 6143M ;--N Re -Inspection required: Yes tAo ) When corrections have been made, call for re -inspection at 303-234-5933 J q. t Date: 1 t Inspector:r DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: y o y- a c Co m Job Address: '13 S/ Permit Number: 2 0 D o S` b g !� ❑ No one available for inspection: Trim v AM/PM Re -Inspection required: Yes 4l0_ ' When corrections have been maple, call f� re-iras n at 303-234-5933 DaInspe t re� ,3- )OAM i CITY OF WHEAT RIDGE 130ding -Inspecti6h, 11, Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: - , ;`)Ct ( My(_ 14 Job Address: q2 S 1 k+ lD v) ct t # 5-00 Permit Number: —90 'V� bU SU 6 ❑ No one available for inspection: Time Re -Inspection required: Yes 6) When corrections have been made, call for re -inspection at 303-234-5933 Date: `7 U Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �,tA Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 12A D6 Fc V1 i�c I Job Address: q 2- SI f� (PC -I Q 6� S( # S(yD Permit Number: :;20 ( 8 CDU SO 8 ❑ No one available for inspection: Time Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303 -234 - Date: �? �� Inspector: DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE ek Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �t -,a P (y m kI Job Address: 42 S I K(Pt in 6 5 -f _t4 �;W Permit Number: 00,50 ❑ No one available for inspection: Time A-7iPM Re -Inspection required: Yes °' When corrections have been made, al(for re -inspection at 303-234-5933 Date: 710 t � Inspector: "f DO NOT REMOVE THIS NOTICE sw3lsXS leo!uugz)o" jo OuiouleIug puu 2u►asnfpd `2upsa L 89b0 -86L (£0£) )(VA • 99£0-86L (£0£) • IZI08 opBaoloD `ItiuuaIuQD . 13311S uosirD JIN 'S 6L99 lruoisajo.ld GVJL3 `ap :HOSIAHMIS 8I0Z -6 AIX .ajua jull!wquS SHDIAWHS DNIGIMS aAJxDrlg HO LaVHJLUOD 'ONI DHHL HTIN19uJ S.LDH.LIHJHV .LSJAkD'IV lD:llIHDHV ££££08 OD `3JQRI LvHHM .LHHN LS JM IdIx I SZtl 00S .LlKa xHdd aDlAAO NHJHD 2 V911D 1HOdAH 9NlL)Il VjVtt (INV 9NI,LSIIi'(lV `f)Nl I.SAl .L3:lfo Id D11 `3DN 115 ?1 l 113(1 D a t`t cj r D �., co c i Im ci �,A.-4 � D r �j co �lgmn ci '% 1j �\ W r- - L\ N Q. 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WUO I + YY�O WjO I I S i i OL 00� I w !i CITY OF WHEAT RIDGE �Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: "3 // - ele; Com Job Address: 9 V S! %< p�. n � S->� # -00 Permit Number: -�) 0 143 0,0 5-0 g ❑ No one available for inspection: Time :0> M Re -Inspection required: Yes When corrections have been made, call for r ins ection at 303-234-5 In i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 31 Job Address: a I P) I Al 5 7� Permit Number: 0�0% 6) 3 ❑ No one available for inspection: Timea `'? - ._�1,',kf'AM/PM Re -Inspection required: YesF No When coor�rectioons18have been made,,,`calhfor re -inspection at 33003-234-5933 Date: CU '�/ '1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE ; t Building Fnspection`-DiVision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -� j q - (2oy(, p Pt UM f ("OM411 Job Address: �, Z 5 1 V) PiL IN � El ErSt3 Permit Number: o I dao SL -S .AL2 ❑ No one available for inspection: Time ZO. ,00 CAM,1PM Re -Inspection required: Ye� No When corrections have been made, call for re -inspection at 303-234- Date:- (.% ? I i Inspector: F__� DO NOT REMOVE THIS NOTICE I* � I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 13.1�01.b, Job Address: Jam % ! p j I'A S .�� Permit Number:�11 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: V ' `� ' r Inspector: (11 ��� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division - (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -3,31 Job Address: L17—S ) S -T #50,3 Permit Number: Z41 �? 2309 7� d- ❑ No one available for inspection: Time /// S l/ 6/PM Re -Inspection required: Yes 00 When corrections have been made, call for re -inspection at 303 -234 - Date: S -7//V/ Inspector: /,F DO NOT REMOVE THIS NOTICE IN CITY OF WHEAT RIDGE I Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE r Inspection Type: I j-���►-� Job Address: ' I K . i r) v ; , 0 Permit Number: ® p cl - G v ---T�-;.- U ❑ No one available for inspection: Time 1 AM/PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: 5-/ 1 Q It e Inspector:_ DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 Job Address: Permit Number: a'U 00 X08 ❑ No one available for inspection: Time p AM/PM Re -Inspection required: Yes to - When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: MT -I / DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201800508 PERMIT NO: 201800508 ISSUED: 03/15/2018 JOB ADDRESS: 4251 Kipling ST SUITE #500 EXPIRES: 03/15/2019 JOB DESCRIPTION: Provide new offices in white boxed office space. Provide new electrical per drawings. Reconfigure HVAC and install new life safety strobes and smokes. Install new break room with sink and dishwasher *** CONTACTS *** OWNER (303)297-3137 CENTERPOINT PROPERTIES GC (303)903-6202 Steve Yingling SUB (303)433-0598 Will Bowen SUB (303)777-1234 James & Dirk Pasterkamp SUB (303)862-4648 Joe Henshaw *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 520 / Office; 0 160187 Buckeye Building Services 018974 WILL BOWEN INC 017887 Pasterkamp Heating & Air Cond. 140012 J & R Electric Inc. USE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 65,000.00 FEES Total Valuation 0.00 Plan Review Fee 552.70 Use Tax 1,365.00 Permit Fee 850.30 ** TOTAL ** 2,768.00 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Comm. Tenant Finish PERMIT - 201800508 PERMIT NO: 201800508 ISSUED: 03/15/2018 JOB ADDRESS: 4251 Kipling ST SUITE #500 EXPIRES: 03/15/2019 JOB DESCRIPTION: Provide new offices in white boxed office space. Provide new electrical per drawings. Reconfigure HVAC and install new life safety strobes and smokes. Install new break room with sink and dishwasher I, by my signature, do h eby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building c es, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner theiroperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this e rt. I fu er attest that I am legally authorized to include all entities named within this document as partes to the work to be perfor�ed a atyrl9 work to be perfor �rscloserl in this document and/gr its' accpmpanying approved plans and specifications. Sigr[atur of W __o ONTRACTOR (Circle one) Date 41., This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, poli -cies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding Official and may be subject to a fee equal to one-half of the originalpenmt fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall pot be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regul litn of this jurisdiction. Approval of work is subject to field inspection. _J1J look Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �COMMUNWheat" e lTy DEVELOPMENT RECEIVED Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-59334= - - — Email: permits@ci.wheatridge.co.us Building PerniiJ **' Please complete all highlighted areas on both si4eCof this Property Address: Property Owner Property Owner I FOR OFFICE USE ONLY Date: Plan/Permit # J61900S_09' Plan Review Fe plication In mplete applications may not be processed. *** S' Phone: Mailing Address: (if different than property address) +Prr� '�Iej" Address: City, State, Zip: �C-��✓- (���� F5' ri,U&S+ I+( - -,2q1-3131;? I/ cfc w cst�' Gln +'� U is , C 0/1/7 Architect/Engineer E-mail: Phone: 7 �� -<Z� 3 ? Contractor: JJ -AGK Contractors City License #: So�) ((- Contractor (- Contractor E-mail Address: ro 1) t.CC For Plan Review Questions & Comments (please print): Phone: �31.23 1C 2 166 'VVSCe Ty 1 eG_s , C le CONTACT NAME (please print): Sif L�'e V) 4.lrl 4,,(,1C, Phone: 3�) ,3 CONTACT EMAIL(p/ease print): 0-'r_ 4'J b e- N � i 1�` "�ze f c ---S�� Sub Contractors: // 1 Electrical: �&1_ << W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: i t,,, W.R. City License # Other City Licensed Sub: Mechanical: % , j+tt r' `�'-q/!f-'D W.R. City License # Complete all information on BOTH sides of this form ACOMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) AeLL� 1 ��� ( f'� r �rcuv r �jJ s� R�cc��`F l�wrc- t -I (� � 1 �✓sfQ �� i Sq. Ft./LF 117' 11 Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (A"'HORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): �-7 DATE: Z Z DEPARTMENT USE ONLY ZONING COMMMENT& OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMVENTS: Reviewgr: Building Division Valuation: $ 6 J DO `' o .� n 'O o a °z roq n o o° a mry a R rd p ti m H bJ x r ro z '•ro' g mrr m 0 N. C P. to x I H 8 m p h m11 W rt P. N d o m vo R ; o � Crn o m w tl� z t:, m m r- a W n ~ hfi W z H Gx] y N y rpr a r p, rwr m O0� N' mom p ry ro n N Cl rt I O N r cr'� ro ry N. w W a O co z N ro ° m ry mP. J O p 0 N. Fj l7 O m m ry rr H rr Krp n 11 z C m O (D r � m x w OD 00 Fh b� n ° H r°u M m r M� 0 0 LQ 0 m m Q ro o P ft i, a a "' 0. p W O N o n m � w ° w r m E w n m rr N m N• n b p N rr z z a w a ° a "m O a x m H O�� CJ irir P. p. ro o tr ro a O .7 tD N0 Wo w m C p O d 0 `J °n ° M rD �J N(D th W .� 4 rr n N w x tS n Frt r O O W y m tr R r`Y , 1 O p �• p ° c y Mme, P. m H Oh H (D y W rr w rr ro O Oftj ('— . O W N o mv z o b W C H fu H O fT o m w m W V�1N• 1 F'• m p m H K m roOD a ►{ b .'t1 N W a o n " w n P. o '" O CD ID Ct n O m m ftJ n r- r 4D 0p'- rr m ~ O Cq m a w rr n r N O Oci a p w N a � w p w n rr 0aro F 0 N rr n. ° p (D c m m ry m ry F N N m z rt m \ Tj ry m ry O a rr X m r � m m \ N m a & O a m m PERMIT NO. 201709088 City of Wheatid e �g BUSINESS LICENSE INSPECTION INSPECTION DAY/TIME Wed.' Dec. 6th at 11:00 AM BUSINESS NAME: Pura Vida Natural Medicine ADDRESS: 4251 Kipling Street, #430 CONTACT NAME: Karen Lamb ` f" SQ FT OCCUPANCY TYPE 2- OCCUPANCYLOAD SPRINKLERED Inspector Signatu re i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 5 b:� Job Address: 5 I✓! 0 4S'C • 3U Permit Number: 161-7010,55 2 �►,1�� rlLlLi�iT ❑ No one available for inspection: Time I /.* Re -Inspection required: Yes When corrections have been made, Date: 191(0I 1_4 Inspec DO NOT REMOVE THIS NOTICE ' ° ; City of Wheat Ridge Commercial Demolitio PERMIT - 201708093 PERMIT NO: 201708093 ISSUED: 10/09/2017 JOB ADDRESS: 4251 Kipling ST SUITE #500 EXPIRES: 10/09/2018 JOB DESCRIPTION: Permit for a commercial demo: Removing non load bearing walls (partition walls) Adding new ceiling tiles only NO alteration to fire sprinklers. *SWO Issued by B. Tardif* *** CONTACTS *** OWNER (303)638-5329 NEW CLEAR CREEK LLC SUB (303)903-6202 Steve Yingling 160187 Buckeye Building Services *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 520 / Office; 0 BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,600.00 FEES Total Valuation 0.00 Use Tax 75.60 Investigative Fees 50.00 Demolition Fee 50.00 ** TOTAL ** 175.60 *** COMMENTS *** *** CONDITIONS *** I by my signature, do hereb attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this erm . I f rther attest that I am legally authorized to include all entities named within this document as parties to the work to be perform and that I work to -be performed 'is disclosed in this document and/or jts' accompanying approved plans and specifications. Signature of> ONTRAC ircle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po plans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original ermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of anv applicable code or any ordinance or regulation of' 'sdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat --Midge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(oki.wheatridge.co.us FOR OFFICE USE ONLY Date: I --�`i I f Plan/Permit # 1- C� 1-I C) Plan Review Fee: Building Permit Applicatio ' I IS( �0 L� Please complete all highlighted areas on both sides of this form. Incomplete applicat ons may not be processed. *** Property Address: " I a F Owner Property Owner Email:iCi Mailing Address: (if different than property address) Address: 7 ;5�q 5,�C(/3'IIG�J City, State, Zip: Doyu ej— �QaC7� Architect/Eng1neer: A2 Architect/Engineer E-mail: Contractor: J Phone: Phone: I 1 —7 Contractors City License #: C (oO l G Phone: 223— fo Q Q 2 Contractor E-mail Address: '\ Sub Contractors: p k Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # WA Other City Licensed Sub: City License # rv1(�4 Mechanical: W.R. City License # Complete all information on BOTH sides of this form 3a� XCOMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) 4)i --M r7 1,00 /7 of�l�l (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $4--�&(9D OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information proved -en -he application. CIRCLE ONE: (OWNER) (CONTRACT THO D REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS. Reviewer: Building Division Valuation: $ c� 3 I 0 r CD I October 6, 2017 Environmental Property Investigations, Inc. With Offices in Colorado, Texas, California and Tennessee Mr. Steve Yongling Buckeye Building Services 6698 Old Ranch Trail Littleton, CO 80125 Dear Steve, Environmental Property Investigations, Inc., (EPI) has completed the asbestos inspection of the property located at 4251 N. Kipling St., Suite 500, Wheat Ridge, CO. The property consists of a vacant office suite (500) that is undergoing tenant finish. This report evaluates surfaces inside the tenant space for the possible use of asbestos containing building materials. The only suspect materials have been identified as non -textured drywall that has been painted. All of the interior drywall appears to be homogenous in type, age, and finish. EPI licensed asbestos building materials inspectors (10247) collected seven (7) samples from random areas within the building following the guidelines of Regulation 8 of the State of Colorado, Department of Air Quality. All samples were bagged and labeled for transport to Aerobiology Labs in Lakewood, CO for analysis by polarized light microscopy (PLM). The attached analytical report indicates that NO asbestos materials are in any of the submitted samples, Thus, the drywall may be removed without abatement. No other suspect materials were noted inside the building tenant space. Please don't hesitate to contact our office with any additional questions. Sincerely, Ronald G. West President / Sr. Environmental Scientist 12034 Bear Park Road, Conifer, Colorado 80433 303-639-8927 / Fax 303-838-5825 Environmental Property Investigations, Inc. With Offices in Colorado, Texas, California and Tennessee Ronald West Professional Biography Mr. West is a graduate of Mesa State College (Ase. Chemistry) and Colorado State University (BSc. Microbiology and Chemistry, Environmental Toxicology, and Doctoral Candidate Microbiology / Biochemistry). Upon completion he was employed by the University Health Science Center as the principal investigator for a project to recertify the use of chlorine for the disinfection of water and wastewater. The project was for the USEPA-EMSL Cincinnati labs, the Colorado Department of Health, Metro -Denver Waste Water, and the Denver Water Department. Upon completion of this investigation Mr. West was employed as an analytical chemist at Metro -Denver Waste Water District. Mr. West entered the private sector of the environmental market as a Senior applications specialist and Regional Manager for companies involved in the analytical testing of inorganic and organic pollutants in water, waste water and soils. This included plant process streams and effluent monitoring events in conjunction with NPL and CERCLIS sites. Mr. West has provided consulting services to over 1100 companies in the United States, Canada, and Mexico in the past 20 years. These companies have been involved in the chemical, petrochemical, pharmaceutical, food, mining, biotech, rubber industry, Real Estate, Banking, and Investment companies. These projects included the writing of standard operating procedures for worldwide operations, method development, and guidance with respect to SDWA, RCRA, CERCLA, NIOSH, and CLP methods. Mr. West is involved in the daily operations of the company in reviewing all technical papers, remediation projects, and daily activities of the professional staff. Mr. West has performed over 3500 Phase One site investigations on properties located across the country. Mr. West has also performed over 1000 Phase Il surface and sub -surface investigations nationally. Mr. West has been involved in the remediation and closure of over 100 sites across the country. Mr. West is OSHA 40 Hour certified, is a licensed asbestos inspector in the State of Colorado, is a certified AHERA inspector, and is the EPI Corporate Health and Safety Officer. Mr. West is a member of the American Chemical Society, American Society of Microbiology, American Society of Testing and Materials, American Foundrymen's Society, Clandestine Laboratory Investigators Association, and the National Academy of Environmental Toxicologists and Chemists, and the American Society of Environmental Consultants. Mr. West has also served on numerous ASTM methods committees. 12034 Bear Park Road, Conifer, Colorado 80433 303-639-8927 / Fax 303-838-5825 Environmental Property Investigations, Inc. With Offices in Colorado, Texas, California and Tennessee Appendix Two Licenses 12034 Bear Park Road, Conifer, Colorado 80433 303-639-8927 / Fax 303-838-5825 '��AERobiolocly Ubor;+vaToRy ASSOCIATES. Z.& INCORPOPATrD Expertise Since 1997 Lab use: r\ f Page % of i NVLQ r ��FAarr■ 1�islS$ ;l NVtAP lab Code 200660-0 (CC+, ue A163o63 (GPj ._..F.. NVkAP Ub Code 200829-0 (VA( ue A1a29]] (vP, " ...; ...... NVAP lab Code SOW97-0(AZ, UB M2301291PZ1 AZ, CA, CO, GA, VA, NJ NVIAP tab Code 201076-1(CA.j ue Alozld7(!d, 1238981(G, 1� Aerobiology Client /: Field Contact c�S 0011 d By1i7 te: Relinquished By/Date: Q - f Reporting Address �C �� Rel uished By/Dale Received By/Date, ` s 0 r— i v, 3 Billing Address Z5[/ ?� 7 S mpler Type Andersen SarboleAire other ero I rap io u ure Phone/Fax ` j PQ#/dob#: Reporting Email s P oject Name: Routine 4 Hour' Same Day 4 Hour 2 Hour Yom} Notes: SAMPLING LOCATION Z z,- CC Info: Sample No. Test Code Sample Location Total Volume/Area Z ,r cr r� 11 r t2` N TV:7-12H. ` es. 1054 Direct, Non-viable Spore Trap 1015 Culture - WATER Legionella 1051 Direct, Qualitative- Swab/Tape 1017 Culture - SWAB Legionella 1050 Direct Qualitative- Bulk 1010 WATER - Potable - E. coli/total coliforms 1005 AIR uiture - actenaCount wl ID's 1012 SWAB - E. coli/total coliforms 1030 AIR Culture - Fungal Count wl ID's 1028 SWAB - Sewa a Screen E. coli/Enterolfecai coliforms SWAB Culture - Bacterial Count wl ID's 2056 WATER - Heterotro hic Plate Count 1031 SWAB Culture - Fungal Count w/ ID's 3001 A - oint count 1008 BULK Culture - Bacterial Count w/ ID's 3002 ASBESTOS - PLM Analysis 1033 BULK Culture - Fungal Count w/ ID's 3003 ASBESTOS - Particle characterization 1007 WATER Culture - Bacterial Count w/ID's 3004 ASBESTOS - PCM Analysis Washington, D.C. Atlanta, GA Denver, CO Phoenix, AZ Cherry Hill, NJ Los Angeles, CA (877) 648-9150 (770) 947-2828 (303) 232-3746 (602) 441-3700 (856) 486-1177 (714) 895-8401 Revision 11 °if a W dddd a a a a C7 a. a J v JCOD A W A A A A A A W A W A io a � a � T T ?Iz N C7 iP H H � CD d d a a n o. m z z z z z z z z z z goo CD c� Oo Oo t' � coo z z z z z z z z z z rn s CL s N N n CD w tro ° O ° n 'i7 cn v. oho rn IQ w N O z w 00 � oc p o N oc � o0 0�0 � a n ° a W dddd a a a a s C) a z NP a `c7 y 3 � Z'�C acc o � YY O 0 y O w a n °O - Ar Y �i D v0w C w a O � o � a m a d 'O rn o' 0 x ro r 0 W W W O' rx rn d fD CD W A W •P W 'A N s z z c [ CD g o � o � H' cr ° c s a s� y >v r a a, Cl d w rn ti C w �dddd ��� o O CD'0 w C, 2. o � a a o v J v v v? A O O (p b b z z z foo �N rn o o � as a rn z z z d d d d n a y 0 ro rn w ao m rn o d coo a v. a m o a z cs c C7 p 0. 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CD a N 0 O a � 6 a. C1. CD 00000 C , .••' CT w 0 0 0 0 CD W A A w w � 7 • �m *** COMMENTS *** *** CONDITIONS *** WM: Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thisperm�t. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed �s disclosed in this document andlor its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. -1. No work of any manner shall be performed that shall results in a change° of the natural flow of water without prior and specific approval. 5e The older shall notify the Building and Inspection Services Division in accordance with established policy of all required inspe ns and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division, 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable cod ny ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. A �J 3) jai / -7 Signature of Chief Building Official .. Date I' REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheat Ridge W r Commercial Miscellan PERMIT - 201700328 PERMIT NO: 201700328 ISSUED: 03/30/2017 JOB ADDRESS: 4251 Kipling ST EXPIRES: 03/30/2018 JOB DESCRIPTION:(ilxisting nstall 3 new RRHs by antennas, new battery rack with 10 new batteries in equipment room. Install hydrogen sensor and ventilation. *** CONTACTS *** OWNER (303)297-3137 SE)tTRE POINT PROPERTIES GC (303)993-3293 Daniel McVaugh 130105 Centerline Solutions, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 524 / Office; 4 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,000.00 FEES Total Valuation 0.00 Plan Review Fee Use Tax 184.31 270,00 _] Permit Fee 283.55` q_.�L f ** TOTAL ** 737.86 *** COMMENTS *** *** CONDITIONS *** WM: Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thisperm�t. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed �s disclosed in this document andlor its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. -1. No work of any manner shall be performed that shall results in a change° of the natural flow of water without prior and specific approval. 5e The older shall notify the Building and Inspection Services Division in accordance with established policy of all required inspe ns and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division, 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable cod ny ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. A �J 3) jai / -7 Signature of Chief Building Official .. Date I' REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheat Ijdge COMMUNITY DEVELOPMENT FOR OFFICE USE ONLY, Date: Plan/Permit# 1,) Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review Feej Office: 303-235-2855 * Fax: 303-237-8929 ,1 I Inspection Line: 303-234-5933 Email: r)ermitsa-ci.wheatridae.co.us --ci.wheatridae.co.us Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: - 4251 Kipling St, Wheat Ridge, CO 80033 ----------------------------------- Property Owner (please print): Centre Point Properties Phone: 303.297.3137 x203 Property Owner Email:- alison@cpointproperties.com ------------------------------------------------------------ Mailing Address: (if different than property address) Address: 789 Sherman St.. Suite 430 , State, Zip: Denver, CO 80203 Architect/Engineer: Alan Money Architect/Engineer E-mail: -alan@ammtec.com Contractor: TBD Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: (480) 927-9696 Phone: Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form V_. X❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT © OTHER (Describe) Unmanned Cell Site Upgrade Project (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) new IZ1{R►i5 % cl,14rnn•%31 l C, 'J All \/�rZ [s'1 SthS C•'t( cl ."L� 1�-fN 1./el T��1 Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 15000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or UTHORIZED REPRESENTATIVE of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): ZONING COMMMENTS: Reviewer: Emw(l' Mckenzie BUILDING DEPARTMENT COMMENTS: Reviewer: 1 DEPARTMENT USE ONLY 312.`/-7 DATE: 03/07/17 OCCUPANCY CLASSIFICATION: Building Division Valuation: $__ _................. SENT VIA EMAIL alison@cpointproperties.com February 15, 2017 Centre Point Properties 789 Sherman St #430 Denver, CO 80203 smart Re: Acknowledgment and Consent Letter for Modification of the Antenna Facilities 4251 Kipling St, Wheat Ridge, CO 80033 AT&T Site Name: COL01062 AT&T Site Number (FA#): 10043832 Dear Landlord, AT&T is in the process of updating certain equipment that supports its wireless telecommunications network. As part of this effort, AT&T will need to perform work at the above -referenced Property. The purpose of this letter is to obtain Landlord consent to perform this work. The upgrades will consist of replacing, adding and modifying antennas and installing related cable lines and accessory equipment. All the upgrades will be completed in the existing leased space. While most of the maintenance activity will be conducted during normal business hours, there may be some activity conducted after hours. All such after-hours activity, however, will be conducted pursuant to the access terms set forth in your lease agreement. We will do our best to limit our presence at the site to only that activity which is absolutely necessary. Under the terms of this acknowledgment and consent letter (the "Acknowledgement and Consent Letter"), Tenant hereby requests Landlord's approval.. If you accept the terms of this Acknowledgment and Consent Letter set forth above, please sign and date the acknowledgement below Should you have any questions, please contact Brandi McKenzie at brandi.inckenzie@smartlinkllc.com or (720) 403- 4415. We thank you for your cooperation in this matter. Respectfully, Brandi McKenzie Smartlink, LLC for AT&T Mobility Acknowledged, Accepted and Agreed: Landlord: '`itiil --, Date: City of 13836 W. 68"' Ave., Arvada, CO P<, 4817.878.4881 V2, 99. Ts KA 10- 10 V March 3, 2017 at&t Antenna Mount Evaluation Project Number: COL01062 Site Name: 38th & Kipling LTE 5C Site Address: 4251 Kipling St. 1 Wheat Ridge, CO 80033 Tower Owner: New Clear Creek LLC Site Number: COLO 1062 Plan Date: 03/02/17 Site Consultant: Smartlink I U A ry AMMTEC Consultants PLLC (AMMTEC) has completed an evaluation of the existing at&t antenna mounting system at the site noted above. The evaluation presented herein was prepared to determine if the existing and proposed antenna mount system has adequate capacity to support the Proposed at&t antenna and equipment configurations. The existing at&t antenna mounts were identified via field survey photographs and Associated Project No. COLO 1062 drawings dated 03/02/17. The mounts are described as antenna pipe mounts attached to a steel structure 60 ft. above the ground surface. at&t proposes to install (3) new RRH units, (1) per sector. The mount equipment configurations considered for this evaluation are as listed below: Existing Antenna Manufacturer & Model Number Per Sector 3 Powerwave UMTS 850/1900 1 7750 1 3 CCI LTE WCS I DPA-65R-BUUUU-H8 1 3 Commscope GSM 850/LTE 1900 1 SBNH-1D6565A 1 3 Andrew_Commscope LTE 700/AWS I SBNHH-1 D65B 1 4 DIPLEXER (Powerwave) 1 LGP13519 2 A,B 2 DIPLEXER I LGP21903 C 3 RAYCAP Surge Suppressor I DC6-48-60-18-8F 1 1 Powerwave TMA I LGP21401 A 2 TMA/LNA I TT 19-08BP 111-001 B,C 3 Alcatel - Lucent- discontinued 5/31/13 1 RRH2x40W-07L 1 3 Alcatel - Lucent- discontinued 1/4/16 RRH2x60-1900A-4R 1 3 Alcatel - Lucent - AWS band - disc. 1/12/16 RRH2x40-AWS+RDEM 1 crr • . 3 Alcatel - Lucent RRH4x25-WCS-4R 1 d bgCr�'j 2447 W 12th Street, Suite 1 Tempe, AZ 85281 Phone: (480) 927-9696 Fax: (480) 927-9797 ON New (Final) Qty Antenna Manufacturer & Model Number Per Sector 3 Powerwave UMTS 850/1900 1 7750 1 3 CCI LTE WCS/850/1900 DPA-65R-BUUUU-H8 1 3 Commscope (Other) SBNH-1D6565A 1 3 Andrew_Commscope LTE 700/AWS I SBNHH-1D65B 1 4 DIPLEXER (Powerwave) 1 LGP13519 2 A,B 2 DIPLEXER I LGP21903 C 3 RAYCAP Surge Suppressor I DC6-48-60-18-8F 1 1 Powerwave TMA I LGP21401 A 2 TMA/LNA I TT19-08BP111-001 B,C 3 Alcatel - Lucent- discontinued 5/31/13 1 RRH2x40W-07L 1 3 Alcatel - Lucent- discontinued 1/4/16 RRH2x60-1900A-4R 1 3 Alcatel - Lucent - AWS band - disc. 1/12/16 RRH2x40-AWS+RDEM 1 3 Alcatel - Lucent I RRH4x25-WCS-4R 1 3 Alcatel - Lucent I RRH2x60-850 1 The existing mounts and support frame were engineered to support (4) antenna loading per sector. The proposed configuration consists of (4) panel antennas and associated equipment per sector. Mount Detail — U4Mj$ uT11Ee (Er AT&T PCIENNA (4) PER SECTGR T4 REYa1N i A4 LTE A2 — LTE (N) AT&r RRH UNIT \\\ (1) .'ER SECTOR C4 ON (E) HAUNT LTE (E) AT&T RRH U4dT 4, PER SM (E) AT&T #rTENNAS TD REMAIN OR s- -(2)C AL 5waPE� pchmoNs "'2 (E) ATrkT SURGE SUPFRMOR LTE (1) SER SECTOR --TD REMAIN fHE} 3 �44� (j4 LTE (E) MkST UCLv4; f PER SECTOR TO REMAIN Rz LTE TO CE) AT&T TNAa (1) PER HECTOR TO REMAIN 23 MHEH L 6'N Page 2 of 4 C:\Users\Alan Money\AppData\Local\Microsoft\Wuidows\lNetCache\Content.Outlook\BRCHGFB4\COL0I062 38th Kipling MA I city Wheat F rnoto i: rxisting Antenna iviounts , FIN 10 N k _U4371-14 A ~ rnoto /-: r,xisting tintenna iviounts Assumed Mounts: Mount Material: 2.4 Schedule 40 Pipe Mount Material Wall Thickness: 0.2 (inches) Fy= 35 (ksi) Mount/Arm Quantity: 1.0 Supporting Each Sector Array Mount Arm Section Modulus - Z= 0.6 (in4) Antenna Forces — The RRH units will be installed directly behind the panel antenna, and will contribute limited wind area to the critical loading scenario. ANSI/TIA-222-G Wind pressure at 60 feet =20.6 psf (V=81 mph, Exposure C, I=1) Existing Panel (CCI LTE WCS � DPA-65R-BUUUU-H8)EPA = 9.3 SF Existing antenna & equipment wind force = (9.3)(20.6) = 191.3 lbs Existing antenna equipment weight = 250 lbs Proposed LTE antenna (CCI LTE WCS/850/1900 I DPA-65R-BUUUU-H8) = 9.3 ft2 Proposed antenna wind force, Fw = (9.3)(20.6) = 191.3 lbs Proposed antenna equipment weight = 300 lbs Max antenna force, Fw = 491.3 lbs Page 3 of 4 C:\Users\Alan Money\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\BRCHGFB4\COL0106238th Kipling MA F 0 10 Y 6 -'- I loulu low. 170 E Pipe bending = ((9.3*20.6+300/2)(8) = 1065.3 10384 in -lbs 4" min Schedule 40 Mount Pipe, Fy = 35,000ksi (assumed) Allowable Pipe bending capacity; Ma = ZFy/n = (0.5607in3)(35,000psi)/1.67 = 11751.2 in -lbs OK On the basis of our analytical and comparative engineering evaluation we find that the existing antenna mounts have capacity for the proposed at&t antenna and equipment configurations. This evaluation does not provide for personnel support; no person shall stand on or tie off to the mounts. This letter is based on the existing antenna mount system is in good condition and was installed per manufacturer's specifications. PRIOR to any new equipment installation the contractor SHALL inspect the condition of existing mounts, support structure (building/support frame) and all components thereof. (Where specified, the contractor shall install new mounts per manufacturer's specifications and Independent Special Inspections SHALL be conducted for all connections) IF THERE ARE ANY NON -CONFORMING ISSUES OR CONCERNS REGARDING THE EXISTING MOUNTS OR SUPPORT STRUCTURE, THE CONTRACTOR SHALL CONTACT SMARTLINK FOR FURTHER ACTION. Structural analysis and associated certification of the existing support structure (building/support frame) will be performed by others and submitted under separate cover. Also Field Verify Mount is 2.38" Schedule 40 Pipe, and that all related connections are in good condition having a maximum length of 8 feet Sincerely Alan E. Money, PE Senior Engineer �W AR v�cS'�j Q) Q 463 8 �t �ss��NAL ENS\ Page 4 of 4 Ct\Users\Alan Money\AppData\Local\Microsoft\WindowsUNetCache\Content.Outlook\BRCHGFB4\COL01062 38th Kipling MA RM CONSUMANTs.-El" I-TLTIIVG E NGI�EFRIl`rGj�n70r March 3, 2017 Job Number: AZ -2332.001 Wyco Field Services 4240 East Elwood Phoenix, Arizona 85040 Attention: Chris Wolfe Subject: Professional Opinion for Antenna Installation AT&T's. Proposed Antennas and Equipment Site: COL01062 LTE 5C / "38th & Kipling" 4251 Kipling St, Wheat Ridge, CO 80033, FA#10093832 Dear Mr. Wolfe: This letter summarizes our review and provides an opinion regarding the stability of an existing monopole for the addition of AT&T's proposed antennas and equipment installation. Our review - included photographs taken during a recent site visit, a review of the pr below, and provided by WyCO Field Services (Wyco), in preparation Previous this report.vious documents as referenced Previous Documents: Structural Analysis & Evaluation Letter, prepared by ISE Incorporated, dated, July 2, 2014. I Number 8141. SE Job Mount Compliance Letter, prepared by Powder River, dated, Jan 292017Powder COLO 1062. , . er River Job Number Construction Drawings prepared by Wyco, Dated Mar 02, 2017 (Location 39° 46' 34" N, 1050 6' 35.9" W): Proposed Equipment: We understand that it is proposed to replace existing equipment with new equipment as follows: Existing and Reserved Equipment Q Antenna Manufacturer & Model Number 3 Powerwave UMTS 850/1900 7750 Per Sector 3 CCI LTE WCS DPA-65R-BUUUU-H8 1 3 Commscope GSM 850/LTE 1900 SBNH-1D6565A 1 3 Andrew_Commscope LTE 700/AWS I SBNHH-1D65B 1 4 DIPLEXER (Powerwave) I LGP13519 2 DIPLEXER I LGP21903 2 B 2447 W 12"' Street, Suite 1 Tempe, AZ 85281 Phone: (480) 927-9696 Fax: (480) 927-9797 Professional Evaluation Letter of March 3, 2017 Job Number: AZ -2332.001 AMMTE:C C uN S[TLTAN'TS 3 1 RAYCAP Surge Suppressor I DC6-48-60-18-8F 1 1 Powerwave TMA I LGP21401 A 2 TMA/LNA I TT19-08BP111-001 B,C 3 Alcatel - Lucent - discontinued 5/31/13 1 RRH2x40W-07L 1 3 Alcatel - Lucent- discontinued 1/4/16 1 RRH2x60-1900A-4R 1 3 Alcatel - Lucent - AWS band - disc. 1/12/16 1 RRH2x40-AWS+RDEM 1 3 Alcatel - Lucent I RRH4x25-WCS-4R 1 Proposed Final Equipment Qty Antenna Manufacturer & Model Number Per Sector 3 Powerwave UMTS 850/1900 1 7750 1 3 CCI LTE WCS/850/1900 I DPA-65R-BUUUU-H8 1 3 Commscope (Other) I SBNH-1D6565A 1 3 Andrew Commscope LTE 700/AWS I SBNHH-1D65B 1 4 DIPLEXER (Powerwave) I LGP13519 2 A,B 2 DIPLEXER I LGP21903 C 3 RAYCAP Surge Suppressor I DC6-48-60-18-8F 1 1 Powerwave TMA I LGP21401 A 2 TMA/LNA I TT 19-08BP 111-001 B,C 3 Alcatel -Lucent -discontinued 5/31/13 1 RRH2x40W-07L 1 3 Alcatel- Lucent- discontinued 1/4/16 1 RRH2x60-1900A-4R 1 3 Alcatel - Lucent - AWS band - disc. 1/12/16 1 RRH2x40-AWS+RDEM 1 3 Alcatel - Lucent I RRH4x25-WCS-4R 1 3 Alcatel - Lucent I RRH2x60-850 1 Description of Installation: The proposed RRH units are lightweight, small in dimension. Overall live and dead load conditions due to the presence of the RRHs are considered to be insignificant. Conclusions: The replacement equipment weight and configuration alteration is insignificant to the overall project live and dead loading conditions. Since the new configuration does not impact the existing walls, we conclude that the existing building can support the AT&T installation as presented on the Wyco plan (refer to Site: 38ffi & Kipling, Site Number: COL01062 LTE 50. It is the responsibility of the contractor during construction to document that all ex in "good condition" and have the proper dimensions. The mounts should consist c inch schedule 40 galvanized pipe with a minimum of two connection points and a between the connections of 6 feet. Professional Evaluation Letter Page No 2 March 3, 2017 Job Number: AZ -2332.001 AMNIT�C CONSULTANNS' We trust that this report is satisfactory. If you have any questions regarding the investigation, please contact our office. Respectfully submitted, 410 Alan E. Money P.E. Senior Engineer c>,•� 02,0 Q 463 8 FSS��NAL ENG Professional Evaluation Letter Page No 3 AMMw4b CONSULTANTS PROJECT DESCRIPTION .►., city of 1p�jat&t INSTALL (3) NEW RRH UNITS, (1) PER SECTOR. INSTALL NEW HYDROGEN SENSOR AND EXHAUST FAN IN EQUIPMENT ROOM. INSTALL NEW BATTERY CABINET W/ (5) STRINGS OF MARATHON BATTERIES. INSTALL NEW EAGLE CONTAINMENT SYSTEM BELOW EXISTING & NEW BATTERY RACKS COMMUNITY�yEIOrMM�f Mobility APPROVED MOBILITY 188 INVERNESS DR WEST, SUITE 400 ESS at&t Rowed for ENGLEWOOD, CO 80112 Mobility tom gsmartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 PROJECT INFORMATION,z SITE ADDRESS: 4251 KIPLING COZONING DISTRICT: C-1 RIDGE, C 80033 EXISTING USE: UNMANNED TELECOMMUNICATIONS FACILITY fit!`�LATITUDE: SITE NAME: 3 8TH AND KIPLING L+ E 39' 46' 34.0•' N NEW USE: UNMANNED TELECOMMUNICATIONS FACILIN ,4caslow,m.„"WHEAT 'aeons LONGITUDE: 105' 6' 35.9" W CONSTRUCTION TYPE: II—B JURISDICTION: CITY OF WHEAT RIDGE A.P.N. 39-214-01-002 twqopermitor sAolha� op«d MprOvo/�p Jillecill SITE NUMBER ■ CO L01062 ,•� aoWs„,�aft e6.4*npc .orOnqWowlat�°A►' ■ codes o.ome'I'v to;";°oMKo t�wryt� 6f -ors. ftftw ELD S E RVI C E s here 94240 ity still RF DATA SHEET of CONSTRUCTION DRAWINGS ST. PHOENIX, AZ 85040 DATE ISSUED: 10/27/2016 VERSION: 1.0 ADDRESS DRAWING INDEX REV VICINITY MAP APPLICABLE BLDG. CODES AND STANDARDS KIPLING ST WHEATSRIDGE, CO 80033 10093832-COL01062-T-1 TITLE SHEET A DIRECTIONS: (188 INVERNESS DR WEST, SUITE 400 ENGLEWOOD, CO 80112): SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND SITE NUMBER 10093832-COL01062-GN-1 GENERAL NOTES A GET ON I-25 N FROM INVERNESS DR W, 0.9 MI 3 MIN, HEAD SOUTH TOWARD LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT COL01062 10093832-COL01062-A-1 OVERALL SITE PLAN A INVERNESS DR W 492 FT, TURN LEFT ONTO INVERNESS DR W 0.3 MI, TURN RIGHT ONTO ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. 10093832-COL01062-A-2 EXISTING ENLARGED EQUIPMENT LAYOUT A E COUNTY LINE RD 0.1 MI, TAKE THE RAMP ONTO 1-25 N 0.3 MI, FOLLOW 1-25 N AND SITE NAME 10093832-COL01062-A-3 NEW ENLARGED EQUIPMENT LAYOUT A US -6 W TO CO -391 N/KIPLING ST IN LAKEWOOD. TAKE THE CO -391 N/KIPLING ST EXIT BUILDING CODE: 38TH AND KIPLING 10093832-COL01062-A-4 EXISTING &NEW BUILDING ELEVATIONS q FROM US -6 W 19.2 MI / 21 MIN, MERGE ONTO 1-25 N 13.8 MI, TAKE EXIT 2098 TO MERGE ONTO STH AVE TOWARD US -6 W/LAKEWOOD 0.8 MI, CONTINUE ONTO US -6 [INTERNATIONAL BUILDING CODE (IBC), 2012 AS ADOPTED BY THE LOCAL JURISDICTION] SEAL 10093832-COL01062-A-4.1 EXISTING & NEW BUILDING ELEVATIONS A W/6TH AVE 4.4 MI, EXIT ONTO CO -391 N/KIPLING ST 0.2 MI, MERGE ONTO CO -391 ELECTRICAL CODE: 10093832-COL01062-A-4.2 EXISTING & NEW BUILDING ELEVATIONS A N/KIPLING ST, DESTINATION WILL BE ON THE LEFT 3.4 MI / 6 MIN. 4251 KIPLING ST, [NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) 70 - 2014, NATIONAL ELECTRICAL 10093832-COL01062-RF-1 EXISTING & NEW ANTENNA CONFIGURATION A WHEAT RIDGE, CO 80033, USA CODE, AS ADOPTED BY THE LOCAL JURISDICTION] 10093832-COL01062-RF-2 RF & EQUIPMENT DETAILS A 10093832-COL01062-M-1 MECHANICAL PLANS A LIGHTNING PROTECTION CODE: [NFPA 780 - 2002, LIGHTNING PROTECTION CODE] 10093832-COL01062-M-2 MECHANICAL DETAILS A a xAea ` 10093832 -CO L01 062-G-1 SCHEMATIC GROUNDING PLAN q �wsttma?, #+ 10093832-COL01062-G-2 GROUNDING DETAILS w58th nve Q =""Arvada wdsmn RY SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS � ! 10093832-COL01062-G-2 BATTERY DETAILS &SPECIFICATIONS °"/a Av° m FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), moo, waw 4o s^o Van 8i15bet MANUAL OF STEEL CONSTRUCTION, ASD, THIRTEENTH EDITION ANSI/TIA 222—G, K•. Open Space ,, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. 463 •,•/t:¢ -`_- i2TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR W5h1. A.pTELECOMMUNICATIONS S/ONAL EN INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR _ W MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS z Nit Olivet Cemetery OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT SITE PROJECT PARTICIPANTSm W 44th Ave .r, ..., W 44th Ave ® IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION TELCORDIA GR -1275, GENERAL INSTALLATION REQUIREMENTS N a w o 3 NAME COMPANY NUMBER ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL Uj > z 0 A/E JON BOUTILIER WYCO FIELD SERVICES 602-218-8820 PROTECTION � M z z SAC BONNIE HYDE WYCO FIELD SERVICES 562-900-3698 A Sea A., = FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING a O z z a r•= O Wheat Ridge MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST � z0 x RF JULIUS DELACRUZ AT&T WIRELESS 714-941-0099 Applewood Golf Course RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A M N z z GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT O g O z LANDLORD JAMES ETAHIRI NEW CLEAR CREEK LLC 425-702-7928 A'A"e w are SHALL GOVERN. O p g 0 SAC MNGR BEN CRUTCHLEY SMARTLINK, LLC 410-980-1269 Olm ger Crown Hill> Mi -9hA.e ortuary & Cemetery m O >- a w > z J o z w W U T W a m V) APPLEWOOD w2,^,c.,',, 'A'21.t NORTH 3 ■ ■ o DIG INFO SCALING DRAWINGS m N \ \ N \ O \ SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS z Q 0 0 0 ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF a 1 ■ > ANY DISCREPANQIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE o ii �I a .10 0 CALL COLORADO ONE CALL (800) 922-1987 si ® -� FOR THE SAME. � APPROVFM SHEET TITLE TITLE SHEET CALL 3 WORKING DAYS IF USING 617" PLo DRA INGS WILL Bl HALF SCALE. BEFORE YOU DIG! BY: SHEET NUMBER DATE: T-1 VVlYUY11;y1\ I. IJ. GENERAL NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - SMARTLINK, LLC SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) OWNER - AT&T MOBILITY OEM - ORIGINAL EQUIPMENT MANUFACTURE 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 6. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR, 7. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR. 8. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S) EXPENSE TO THE SATISFACTION OF OWNER. 9. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OFF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 10. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 11. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 301. 12. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. 13. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 14. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25741-000-3APS-AOOZ-00002, "GENERAL CONSTRUCTION SERVICES. 15. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 16. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY NEED TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 17. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. ELECTRICAL INSTALLATION NOTES: 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL. 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. GENERAL NOTES ELECTRICAL INSTALLATION NOTES CONT.: 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS. 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, % INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PLANELOAD AND CIRCUIT ID'S). 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. USE LOW PROFILES TIE WRAPS. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (6 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 12, SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. 13, POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFI 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75-C (90-C IF AVAILABLE). 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 21. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 24. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. ELECTRICAL INSTALLATION NOTES CONT.: 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. GROUNDING NOTES: 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GESS) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS SHALL BE PERFORMED IN ACCORDANCE WITH 25471-000-3PS-EG00-0001, DESIGN & TESTING OF FACILITY GROUNDING FOR CELL SITES. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 13. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. FOR TOWERS BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE OF THE BURIED GROUND RING AND CONNECTIONS BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL BE CHANGED FROM 2 AWG TO 2/0 AWG. IN ADDITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED FROM 8 FEET TO 10 FEET. 14 mat&t Mobility AT&T MOBILITY 188 INVERNESS DR WEST, SUITE 400 ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 It FIELD SERVICES %X here quality still counts. 4240 E. ELWOOD ST. ADDRESS 4251 KIPLING ST WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 NIOF 91 NUVI 8�•Z a KFI SITE NAME 38TH AND KIPLING o f ow' s c,°3� 4o<jPo d 069 �S/OgAI ENG\ Z 0 3 z Li Z O O Z o m D o Uo Z F_U)o �nz t g U o ° z e zo g o v � g o z z a _z w D a cO lr- I n In O \ \ N t7 0 0 0 SHEET TITLE GENERAL NOTES GN -1 I I I I I I I I ___�-- -- -- -- -- -- -- -- 1- -- -- -- -- I I I _ - - - - I - W 43RD AVE - - - - - - I \ I I 1/2 A4 APN APN 139-214-01 -001 [39-214-01 iZONING ZONING C-1 N I I C-1 J Y 000._ 000 0 (E) PARKING LOT 1/2 ° / SEE ANTENNA PLAN 1/3 A4.2 0 ° RF1 - _ o / ° U W -Ir t 1/3 SEE ANTENNA PLAN 0���0 N 01 _ RF1 ` 0 0 21` °000h SEE EQUIPMENT PLAN SEE ANTENNA PLAN 1/3 \ I I I \ \ Z(E) LANDSCAPED AREA 7 I APN 1 2 � \ I 9-214-00-01 ZONING \ \� I I I I I NOTE: ALL PROPOSED AT&T ANTENNA, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING. OVERALL SITE PLAN LEGEND %V UTILITIES\ at&t a BURIED POWER LINE �■/ �+� / Mobility -- --- --- BURIED GAS LINE OVERHEAD TELEPHONE LINE AT&T MOBILITY ----..,r------ BURIED TELEPHONE LINE 188 INVERNESS DR WEST, SUITE 400 -- ^ - -- BURIED WATER LINE ENGLEWOOD, CO 80112 ---- -- -- -- - BURIED SANITARY SEWER -- BURIED STORM DRAIN OVERHEAD POWER LINE s ma rtl i n k LANDSCAPE o00 z DITCH LINE/FLOW LINE 8502 E VIA DE VENTURA, SUITE 220 ROCK RETAINING WALL SCOTTSDALE, AZ 85258 V` VEGETATION LINE -x—z—z- CHAIN LINK FENCE ❑ WOOD FENCE BARBED WIRE FENCE I I I I I I I RAILROAD TRACKS FIELD SERVI C E S EDGE OF ROAD/STREET Where quality still counts. -- — — CENTERLINE OF ROAD/STREET 4240 E. ELWOOD ST. z PHOENIX, AZ 85040 PROPERTY — - - — PROPERTY LINE ADDRESS 4251 KIPLING ST -- -- RIGHT-OF-WAY CENTERLINE WH8EAT RIDGE, CO 80033 ------- RIGHT-OF-WAY LINE z --------ADJACENT BOUNDARY LINE SITE NUMBER ------- SECTIONAL BREAKDOWN LINE COL01062 AT&T SITE PROPERTY SITE NAME — - - — SUBJECT BOUNDARY LINE 38TH AND KIPLING SYMBOL KEY SEAL Q FIRE HYDRANT oa GATE VALVE O ® WATER METER j A FIRE STAND PIPE ❑ CATCH BASIN, TYPE I ® CATCH BASIN, TYPE II ❑D TRANSFORMER 9 LIGHT STANDARD - OWA - J' © POWER VAULT o�•j� �by,'°o ® UTILITY BOX 463 0 UTILITY POLE $-x.02 apt? �? POLE GUY WIRES8y0NAlENO�� ID GAS VALVE 13 GAS METER T Q TELEPHONE VAULT o TELEPHONE RISER V) n a SIGN aal N ^ BOLLARD } z m z MAIL BOX m a W .- O 234.21SPOT ELEVATION o o Know what's below. a:>w�I Q m %V z zO a O a M z O M w 0- z o 0 D o00 z F Cl- z zo g o z Z 5 0 U m O Q j Z 0 _Z Y O M m U T d V) V) n n n aal N N O m O` Z .- O O O Know what's below. a:>w�I Q m U O Call b.f— you dig O 1-800-424-5555 SHEET TITLE OVERALL SITE PLAN77) FULL SCALE 1" = 10' 20' 10' 0 10' 20'SHEET Ft�� HALFSC»E 1" = 20'A-1 NUMBERNORTH m 0 0 w m CL D a a 0 N EXISTING EQUIPMENT LAYOUT (E) AC PANEL (E) AC PANEL (E) MAIN DISCONNECT (E) 5—TON HVAC (E) ACCESS DOOR 15'-4" (E) EQUIPMENT ROOM (E) HVAC DISCONNECT (E) 5—TON HVAC (E) TRANSFORMER (E) STORAGE CABINET (E) COAX ENTRY PORT (E) UMTS CABINET (E) POWER PLANT (E) BATTERY RACK FULL SCALE 1/2" = 1'-0" xm. am wLn 2' a' NORTH HALF SCALE 1/4" = 1'-0" (11- — aay) j���*ftmg*# at&t Mobility AT&T MOBILITY 188 INVERNESS DR WEST, SUITE 400 ENGLEWOOD, CO 80112 ` smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xx FIELD SERVICES `I here quality still counts. 4240 E. ELWOOD ST. ADDRESS 4251 KIPLING ST WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 SITE NAME 38TH AND KIPLING SEAL EXISTING ENLARGED (E) (6) DIPLEXERS EQUIPMENT PLAN MOUNTED TO (E) SHEET NUMBER CABLE LADDER A-2 \ Fir m l / (E) GSM CABINET (E) FIF RACK U z (E) LTE RACK I m (E) FIF RACK I / I w (E) STORAGE CABINET (E) COAX ENTRY PORT (E) UMTS CABINET (E) POWER PLANT (E) BATTERY RACK FULL SCALE 1/2" = 1'-0" xm. am wLn 2' a' NORTH HALF SCALE 1/4" = 1'-0" (11- — aay) j���*ftmg*# at&t Mobility AT&T MOBILITY 188 INVERNESS DR WEST, SUITE 400 ENGLEWOOD, CO 80112 ` smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xx FIELD SERVICES `I here quality still counts. 4240 E. ELWOOD ST. ADDRESS 4251 KIPLING ST WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 SITE NAME 38TH AND KIPLING SEAL SHEET TITLE EXISTING ENLARGED U EQUIPMENT PLAN ti 4/ h�af SHEET NUMBER A-2 m 9 z U z m w w N 0O Z Zoo 0 00 E Z z LU o a a M D o z U ° af Mo ot z o n z Z U m O < j J Z_ z: Y O T J m m 1 N U Q N W m O z a '000 LL 0 Q m U O SHEET TITLE EXISTING ENLARGED c�LOf EQUIPMENT PLAN ti 4/ h�af SHEET NUMBER A-2 9 m 0 of w 0 w a 0 N NEW EQUIPMENT LAYOUT (E) AC PANEL (E) AC PANEL (E) MAIN DISCONNECT (E) 5—TON HVAC (E) ACCESS DOOR 15'-4" (E) EQUIPMENT ROOM (E) HVAC DISCONNECT (E) 5—TON HVAC (E) TRANSFORMER (E) STORAGE CABINET (E) UMTS CABINET (E) COAX ENTRY PORT (E) POWER PLANT (E) BATTERY RACK (N) BATTERY RACK WITH (10) (N) MARATHON BATTERIES INSTALL (N) 30X30 EAGLE CONTAINMENT SYSTEM BELOW ELECTRICAL SOW SUMMARY: 1. LTE "5C" UPGRADE PER SECTION 17 OF RFDS V1.0 10/10/16 (UPDATED 10/27/16) 2. NO GSM AT THIS SITE. 3. PASSES RECTIFIER CAPACITY; EXISTING INDOOR INFINITY M +24V 1200A DC POWER PLANT [NEQ.15266] IS EQUIPPED WITH (10) EA. +24VDC 100A RECTIFIERS [NEQ.15263] OF WHICH (10) ARE ACTIVE; ONLY (7) RECTIFIERS NEEDED FOR N+1 . 4. PASSES CONVERTER CAPACITY; THERE ARE (5) EXISTING EMERSON +24VDC/-48VDC 30A CONVERTER MODULES [NEQ.13100] ONLY (5) CONVERTERS NEEDED TO SATISFY N+1. 5. NO PERMANENT STANDBY GENERATOR 6. FAILS BATTERY RESERVE CAPACITY ® 2.77 HRS; SITE HAS (20) EXISTING GNB MARATHON M12V155FT 155AHR BATTERIES I.E. (10) STRINGS CONFIGURED 0 +24VDC NOMINAL. NEED (5) ADDITIONAL STRINGS TO BRING BATTERY BACK—UP TO 4.15 HRS. THIS WILL TRIGGER THE NEED FOR HYDROGEN DETECTOR AND VENTILATION. 7. PASSED HVAC TONNAGE CAPACITY: THERE ARE (2) EXISTING CARRIER 5—TON SPLIT SYSTEM AC UNITS NOTE: INSTALL NEW 5C RADIO CARD IN EXISTING EQUIPMENT RACK INSTALL NEW HYDROGEN SENSOR AND EXHAUST FAN IN EQUIPMENT ROOM. INSTALL NEW BATTERY CABINET WITH (10) NEW MARATHON BATTERIES. INSTALL NEW EAGLE CONTAINMENT SYSTEM BELOW EXISTING AND NEW BATTERY RACKS. mat&t �/ Mobility 1188 INVERNE AT&T MOBILITY ESS DR CESTT, SUITE 40080111� smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 Vv FIELD SERVICES 11 here quality still counts. 4240 E. ELWOOD ST. PHOENIX. AZ 85040 ADDRESS 4251 KIPLING ST WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 SITE NAME 38TH AND KIPLING w s 463 '•�JG.. OP. Eol7,�e �ss/ONAL E�G� (E) (6) DIPLEXERS MOUNTED TO (E) CABLE LADDER FEE I I � I I I I � I I (E) GSM CABINET, --/L — —J (E) FIF RACK z (E) LTE RACK INSTALL (N) 57\�j RADIO CARDS w (E) FIF RACK w I � u I � I w w (E) STORAGE CABINET (E) UMTS CABINET (E) COAX ENTRY PORT (E) POWER PLANT (E) BATTERY RACK (N) BATTERY RACK WITH (10) (N) MARATHON BATTERIES INSTALL (N) 30X30 EAGLE CONTAINMENT SYSTEM BELOW ELECTRICAL SOW SUMMARY: 1. LTE "5C" UPGRADE PER SECTION 17 OF RFDS V1.0 10/10/16 (UPDATED 10/27/16) 2. NO GSM AT THIS SITE. 3. PASSES RECTIFIER CAPACITY; EXISTING INDOOR INFINITY M +24V 1200A DC POWER PLANT [NEQ.15266] IS EQUIPPED WITH (10) EA. +24VDC 100A RECTIFIERS [NEQ.15263] OF WHICH (10) ARE ACTIVE; ONLY (7) RECTIFIERS NEEDED FOR N+1 . 4. PASSES CONVERTER CAPACITY; THERE ARE (5) EXISTING EMERSON +24VDC/-48VDC 30A CONVERTER MODULES [NEQ.13100] ONLY (5) CONVERTERS NEEDED TO SATISFY N+1. 5. NO PERMANENT STANDBY GENERATOR 6. FAILS BATTERY RESERVE CAPACITY ® 2.77 HRS; SITE HAS (20) EXISTING GNB MARATHON M12V155FT 155AHR BATTERIES I.E. (10) STRINGS CONFIGURED 0 +24VDC NOMINAL. NEED (5) ADDITIONAL STRINGS TO BRING BATTERY BACK—UP TO 4.15 HRS. THIS WILL TRIGGER THE NEED FOR HYDROGEN DETECTOR AND VENTILATION. 7. PASSED HVAC TONNAGE CAPACITY: THERE ARE (2) EXISTING CARRIER 5—TON SPLIT SYSTEM AC UNITS NOTE: INSTALL NEW 5C RADIO CARD IN EXISTING EQUIPMENT RACK INSTALL NEW HYDROGEN SENSOR AND EXHAUST FAN IN EQUIPMENT ROOM. INSTALL NEW BATTERY CABINET WITH (10) NEW MARATHON BATTERIES. INSTALL NEW EAGLE CONTAINMENT SYSTEM BELOW EXISTING AND NEW BATTERY RACKS. mat&t �/ Mobility 1188 INVERNE AT&T MOBILITY ESS DR CESTT, SUITE 40080111� smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 Vv FIELD SERVICES 11 here quality still counts. 4240 E. ELWOOD ST. PHOENIX. AZ 85040 ADDRESS 4251 KIPLING ST WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 SITE NAME 38TH AND KIPLING w s 463 '•�JG.. OP. Eol7,�e �ss/ONAL E�G� N z z z ED w w w w No Oz5 Of L0 d0 D_ Z v9 wo tx z o in z gZo Z m O a > Z o Z > U O J Y li m U T � N O d N ED \ \ \ \ z Q 000 o: a m LLL SHEET TITLE NEW ENLARGED FULL SCALE 1/2" = 1'-0" c«a» EQUIPMENT LAYOUT 4'' 2' 2• 0 2' 4' SHEET NUMBER HALF SCALE 1/4" = 1'-0" NORTH A-3 V) N z z W Z: Ld w z ¢ ¢ H F ¢ 0 C5 a F- D O m w O 0 I 0 (E) AT&T SURGE SUPPRESSOR (1) PER SECTOR TO REMAIN (E) AT&T TMA — (1) PER SECTOR TO REMAIN EXISTING NORTH BUILDING ELEVATION Q z zz z F w UjZ z ¢ ¢ F- F ¢ w 0 o ¢ CD m z I � m 'D m w O H O N (E) AT&T SURGE SUPPRESSOR (1) PER SECTOR (E) AT&T TMA — (1) PER SECTOR NEW NORTH BUILDING ELEVATION (E) AT&T RRH UNIT (E) AT&T FIBER BOX (4) PER SECTOR TO REMAIN (1) PER SECTOR TO REMAIN (E) AT&T ANTENNA (4) PER SECTOR TO REMAIN ,1 TL - X1 fj f -' Alfl /I rj 'I f f (E) AT&T FIBER (1) PER SECTOR J (E) AT&T RRH UNIT (4) PER SECTOR (E) AT&T ANTENNA (4) PER SECTOR fl rl fl f r If If -------- � f F r FULL SCALE 1/8" = 1'-0" (mw sxm a,�r� 0 8' 16' HALF SCALE 1/16" = 1'-0" 1 NOTE: INSTALL (3) NEW RRH UNITS, (1) PER SECTOR =- at&t ZZt,i Mobility AT&T MOBILITY 188 INVERNESS DR WEST, SUITE 400 ENGLEWOOD, CO 80112 0smartfink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xx FIELD SERVICES 'here quality still counts. 4240 E. ELWOOD ST. ADDRESS 4251 KIPLING ST WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 SITE NAME 38TH AND KIPLING o ( 0�•3� t'oi`a 483 8 <( $•7X,s, 02. R217;' �ESS�ONAL MUD 1*14iiiij r F x F f f f f f JF �:. f f f r r {II l xCm 1: � ✓ r x f x� r x r r x + r, ' f x m i _.. _ o r r r r f (N) RRH UNIT f(1) PER SECTOR r r f r - f f f f f f f f f f f r r r > co z o f (E) AT&T FIBER (1) PER SECTOR J (E) AT&T RRH UNIT (4) PER SECTOR (E) AT&T ANTENNA (4) PER SECTOR fl rl fl f r If If -------- � f F r FULL SCALE 1/8" = 1'-0" (mw sxm a,�r� 0 8' 16' HALF SCALE 1/16" = 1'-0" 1 NOTE: INSTALL (3) NEW RRH UNITS, (1) PER SECTOR =- at&t ZZt,i Mobility AT&T MOBILITY 188 INVERNESS DR WEST, SUITE 400 ENGLEWOOD, CO 80112 0smartfink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xx FIELD SERVICES 'here quality still counts. 4240 E. ELWOOD ST. ADDRESS 4251 KIPLING ST WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 SITE NAME 38TH AND KIPLING o ( 0�•3� t'oi`a 483 8 <( $•7X,s, 02. R217;' �ESS�ONAL MUD 1*14iiiij r F x F f f f f f f x �:. l xCm 1: � ✓ r x f x� r x r r x + r, ' f x m o r r r r f (N) RRH UNIT f(1) PER SECTOR r r f r - r r r > co z o j -0N (N) MOUNT ": r x f r r f aW /� z c'> o z m S o z If „ �i� c� 7 o 16' 8' 0 8' 16' HALF SCALE 1/16" = 1'-0" (110-1) A A 2 O/1 r F x F f f f f f f x x 16' 8' 0 8' 16' HALF SCALE 1/16" = 1'-0" (110-1) A A 2 O/1 .� .i .i .i .i f ...... -_-. _r - i� .. 1 t - I• -..._...,: -...1. Ir I� i- hl i.. I' I' I' (mui srrtcr a+�q iso -v I BUILDING ELEVATION 16' 8' 0 8' 16' SHEET NUMBER C`y HALF SCALE 1/16" = 1'-0" 4■1 NEW SOUTH BUILDING ELEVATION 2 A �6c.. � ° r r r r,tl i x r-- a � � r r P ICLL.7 .7CKVILiCS here quality still counts. 4240 E. ELWOOD ST. 1 Z, PHOENIX. AZ 85040 .� .i .i .i .i f ...... -_-. _r - i� .. 1 t - I• -..._...,: -...1. Ir I� i- hl i.. I' I' I' (mui srrtcr a+�q iso -v I BUILDING ELEVATION 16' 8' 0 8' 16' SHEET NUMBER C`y HALF SCALE 1/16" = 1'-0" 4■1 NEW SOUTH BUILDING ELEVATION 2 A �6c.. F----� (E) AT&T ANTENNAS (2) TOTAL TO SWAP POSITIONS - . - T -T (E) AT&T FIBER BOX (E) AT&T RRH UNIT (1) PER SECTOR (4) PER SECTOR TO REMAIN TO REMAIN (E) AT&T ANTENNA (4) PER SECTOR TO REMAIN { z z (1) PER SECTIO t --- _ TO REMAIN :- z Q ¢ _ (E) AT&T SURGE SU R - _(1) PER SECTOR Q L. (E) AT&T TMA - - ~` LU N JN o 0 R n a a ., a aw- a = z r; w ai a i a a s RJN O U a a x a z z (1) PER SECTIO w --- _ TO REMAIN :- z Q ¢ _ (E) AT&T SURGE SU F dt - _(1) PER SECTOR Q L. -_TO REVAIN T -: - - - ' f I I - - - -1-1 1 - - I - - , - - - PRESSOR tNl—: fI } t+1 1 - U ; t EXISTING WEST BUILDING ELEVATION (E) AT&T FIBER (1) PER SECTOR (E) AT&T RRH UNIT (4) PER SECTOR (E) AT&T TMA (E) AT&T ANTENNA t(1) PER SECTOR a (4) PER SECTOR ti w jx a. R R w .� w 'R . Ye R R ! R \ \ A a R V \ '4 R O{.:-� k 'A ! Z > 'i R \ \ ! w 6 NEW WEST BUILDING ELEVATION FULL SCALE 1/8" = 1'-0" cuu. s,o-�r oni» 16' 8' 0 8' 16' HALF SCALE 1/16" = 1'-0" NOTE: INSTALL (3) NEW RRH UNITS, (1) PER SECTOR FULL SCALE 1/8" = 1'-0" 16' 8' 0 8' 16' HALF SCALE 1/16" (,un snm aa� -at&t Mobility AT&T MOBILITY 188 INVERNESS DR WEST, SUITE 400 ENGLEWOOD, CO 80112 0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 FIELD SERVICES Where quality still counts. 4240 E. ELWOOD ST. PHOENIX, AZ 85040 ADDRESS 4251 KIPLING ST WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 SITE NAME 38TH AND KIPLING o i 463 < '•�K , o2. Cot k . _ wr S�ONAI A-4.2 v Iii z EnZ m Z U 0] - - ~` LU N z o 0 z O 2 a = z Q \\MM// M j w O Z O U W _ Of /n O Z D 0 5 O z 0 o O o Z g O ' o Z W �� Y O U S T J 0' O] n U d U \ N \ \ N \ O } m zLL Q O O O p W Q m U O SHEET TITLE EXISTING & NEW BUILDING ELEVATION A-4.2 v Iii z NOT USED UFACTURER: GNB K (H x W x D): 84" x 26.89" x 24" SHELF (H x W x D): 13.27" x 21.57" x 21.16" SHELF WEIGHT CAPACITY: 533 LBS/SHELF WEIGHT: (WITHOUT BATTERIES) 3 SHELF —575 Ibs 4 SHELF —650 Ibs 5 SHELF —725 Ibs WEIGHT: (•WITH BATTERIES) 5 SHELF •20 3750 Ibs BATTERY TYPE: M12V155FT LEAD WEIGHT: 36.8 KG/81.0 LBS ELECTROLYTE VOLUME: 8.19 L/2.17 GAL ELECTROLYTE WEIGHT: 10.80 KG/23.80 LBS SULFURIC ACID WEIGHT: 4.53 KG/9.96 LBS SULFURICACID VOLUME: 2.46 L/0.65 GAL TOTAL ELECTROLYTE PER BATTERY: 2.17 GALLONS (10) BATTERIES X 2.17 GA = 21.7 GALLONS OF TOTAL ELECTROLYTES Yz"o HILTI KWIK BOLT TZ WITH 322" MINIMUM EMBED INTO CONCRETE FLOOR. USE Jr["0 x 6" LONG LAG SCREWS INTO WOOD FLOOR MEMBERS/BLOCKING, TYP � 4 ?69' �� p0 BATTERY RACK DETAIL NOT USED NOT USED NOT USED 1 6 1 NOT USED NOT USED I2 I NOT USED A-6 mat&t , Mobility AT&T MOBILITY 188 INVERNESS DR WEST, SUITE 400 ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xx FIELD SERVICES It here quality still counts. 4240 E. ELWOOD ST. PHOENIX, AZ 85040 ADDRESS 4251 KIPLING ST WHEAT RIDGE, CO 80033 SITE NUMBER COL01052 SITE NAME 38TH AND KIPLING SEAL 0 l o°• �°W� vo �`"o Ztt 469 9 •. �W SSIONAL EN°� V) z V) o m m 3 Ld z (V 0 0 z 0 z 0 Fn o a 7 z d a / 0 — UW O Z O U _ � zo a M U ZN o g o z z z g o m O K j H J z Y O T (If U d co r r r` N N O Co Q \ \ \ \ � a of oof LLa O m O v O o SHEET TITLE DETAILS & SPECIFICATIONS A-6 '''at�Sct Mobility AT&T MOBILITY 188 INVERNESS DR WEST, SUITE 400 ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xx FIELD SERVICES Where quality still counts. 4240 E. ELWOOD ST. PHOENIX, NOTES: AZ 85040 . DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY ADDRESS # CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF REDS. 4251 KIPLING ST WHEAT RIDGE, CO 80033 EXISTING ANTENNA SCHEDULE 1 NEW ANTENNA SCHEDULE 3 SITE NUMBER COL01062 NOTE: STRUCTURAL ANALYSIS SITE NAME REQUIRED & DONE 38TH AND KIPLING 7'_1„ BY OTHERS 7'-1.. A (TYP.) A3 Al (TYP.)ItER 3SEAL UMSGS /LTE (E) AT&T ANTENNA UMTS (E) AT&T ANTENNA (4) PER SECTOR w I (4) PER SECTOR TO REMAIN TO REMAIN A4 A4 \ LTE LTE A2 A2 D � Y < (N) AT&T RRH UNIT om"Oi'�•¢ (1) PER SECTOR gs..•_.-.N��a C4 C4 ON (E) MOUNT s7oNALE LTE LTE (E) AT&T RRH UNIT (E) AT&T RRH UNIT (E) AT&T ANTENNAS (4) PER SECTOR (4) PER SECTOR TO REMAIN (E) AT&T ANTENNAS TO REMAIN (2) TOTAL (2) TOTAL V TO SWAP POSITIONS SWAPED POSITIONS z z r C2 (E) AT&T SURGE SUPPRESSOR C2 (E) AT&T SURGE SUPPRESSOR m w a LTE (1) PER SECTOR LTE (1) PER SECTOR Uj~ C3 TO REMAIN C3 TO REMAIN o 0 a ��/� z o GSM/L OTHER a ♦"♦ w 7 0 D_ M c� o z 00 a� OL Z g� - wz o z N � f~/1 O g U O O F- S Z C1 C1 mO > z UMTS UMTS 0 O z (E) MAST MOUNTS (E) MAST MOUNTS (Yj J m (2) PER SECTOR (2) PER SECTOR = T o V)) TO REMAIN TO REMAIN 0 o_ )EI4 B2 B4 B2O LTE LTE LTE LTE 0 (E) AT&T TMAs (E) AT&T TMAs m (1) PER SECTOR (1) PER SECTOR z 0 0 0 TO REMAIN TO REMAIN 2p 1 a 133 B1 B3 B1 of LL a m v o GSM/LTE UMTS OTHER UMTS SHEET TITLE FULL SCALE 1/4" 1'-0" FULL SCALE 1/4" = 1'-0" EXISTING & NEW ��*��» c,,. ��.ow» ANTENNA CONFIGURATION 8' 4' 0 4' 8' 8' 4' 0 4' 8' SHEET NUMBER HALF SCALE 1/8" = 1'-0" NORTH HALF SCALE 1/8" = 1'-0" �_ ++.n sltfr -1)cnxn sexT -Y)-Y)EXISTING ANTENNA CONFIGURATION NORTH ( 2 NEW ANTENNA CONFIGURATION 4 EXISTING COAX CONFIGURATION AND SCHEDULE SCHEDULE SECTOR A AZIMUTH TIP HEIGHT POS. OF VENDOR SIZE ELEC. MECH. RE TMA RRH NUMBER OF COAX 0 COAX DIPLEXED DIPLEXED ANT. ANT TILT TILT TILT COAX COAX LENGTH LENGTH UMTS 30' 54'-0" Al POWERWAVE 55x11,4 2'/1' 0' YES (1 P1TT19-08B1 - (2) COAX 180' YES LTE 30' 66'-6" A2 CCI 92.7,14.4x7.3 T/T Or YES - WCS (1) FIBER 180' NO GSM/LTE 30' 54'-0" A3 OMMSCOPE 55x1 1.9x7.1 T 0' YES - 1900 (2) COAX 180' NO LTE 30' 62'-0" Aq ANDREW ANDREW-OMMSCO/ 72,119x7.1 4'/2' 0' YES - 700/AWS (1) FIBER 180' NO SECTOR B AZIMUTH TIP HEIGHT POS. OF VENDOR SIZE ELEC. MECH. RET TMA RRH NUMBER OF COAX 0 COAX DIPLEXED COA% DIPLEXED ANT AN TILT TILT TILT TILT COAX LENGTH UMTS 155' 54'-0" Bt POWERWAVE 55x11,4 6'/'3 0' YES 1O8Bp11T179 1 - (2) COAX 160' 1 YES LTE 155' 66'-6" 82 CCI 92.7x14.4x7.3 3'/3' 0' YES - WCS (1) FIBER 160' NO GSM/LTE 155' 54'-0" B3 OMMSCOPE 55x 11.9x7.1 6- T YES - 1900 (2) COAX 160' NO LTE 155' 62'-0" B4 ANDROMM EW/P 72.11.9.7.1 5'/3' 0- YES - 700/AWS (1) FIBER 160' NO SECTOR C AZIMUTH TIP HEIGHT POS. OF VENDOR SIZE ELEC. MECH. RET TMA RRH NUMBER OF COAX 0 COAX OIPLEXED COAX DIPLEXED ANT ANT TILT TILT TILT TILT COAX LENGTH UMTS 265' 54'-0" C1 POWERWAVE 55x11x4 10'/5- 4' YES (1) TT19- BP111-001 _ (2) COAX 160' YES LTE 265' 62'-0" C2 _ANDREW/72.11.9x7.1 OMMSCOP C2 3'/T 4' YES - 700/AWS (1) FIBER 160' NO GSM/LTE 265' 54'-0" C3 20MMSCOPE 55x11.9x7.1 10' 4' YES - 1900 (2) COAX 760' NO LTE 265' 66'-6" C4 CCI 92.7x14.4x7.3 T/2' 4' YES - WCS (1) FIBER 160' NO '''at�Sct Mobility AT&T MOBILITY 188 INVERNESS DR WEST, SUITE 400 ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xx FIELD SERVICES Where quality still counts. 4240 E. ELWOOD ST. PHOENIX, NOTES: AZ 85040 . DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY ADDRESS # CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF REDS. 4251 KIPLING ST WHEAT RIDGE, CO 80033 EXISTING ANTENNA SCHEDULE 1 NEW ANTENNA SCHEDULE 3 SITE NUMBER COL01062 NOTE: STRUCTURAL ANALYSIS SITE NAME REQUIRED & DONE 38TH AND KIPLING 7'_1„ BY OTHERS 7'-1.. A (TYP.) A3 Al (TYP.)ItER 3SEAL UMSGS /LTE (E) AT&T ANTENNA UMTS (E) AT&T ANTENNA (4) PER SECTOR w I (4) PER SECTOR TO REMAIN TO REMAIN A4 A4 \ LTE LTE A2 A2 D � Y < (N) AT&T RRH UNIT om"Oi'�•¢ (1) PER SECTOR gs..•_.-.N��a C4 C4 ON (E) MOUNT s7oNALE LTE LTE (E) AT&T RRH UNIT (E) AT&T RRH UNIT (E) AT&T ANTENNAS (4) PER SECTOR (4) PER SECTOR TO REMAIN (E) AT&T ANTENNAS TO REMAIN (2) TOTAL (2) TOTAL V TO SWAP POSITIONS SWAPED POSITIONS z z r C2 (E) AT&T SURGE SUPPRESSOR C2 (E) AT&T SURGE SUPPRESSOR m w a LTE (1) PER SECTOR LTE (1) PER SECTOR Uj~ C3 TO REMAIN C3 TO REMAIN o 0 a ��/� z o GSM/L OTHER a ♦"♦ w 7 0 D_ M c� o z 00 a� OL Z g� - wz o z N � f~/1 O g U O O F- S Z C1 C1 mO > z UMTS UMTS 0 O z (E) MAST MOUNTS (E) MAST MOUNTS (Yj J m (2) PER SECTOR (2) PER SECTOR = T o V)) TO REMAIN TO REMAIN 0 o_ )EI4 B2 B4 B2O LTE LTE LTE LTE 0 (E) AT&T TMAs (E) AT&T TMAs m (1) PER SECTOR (1) PER SECTOR z 0 0 0 TO REMAIN TO REMAIN 2p 1 a 133 B1 B3 B1 of LL a m v o GSM/LTE UMTS OTHER UMTS SHEET TITLE FULL SCALE 1/4" 1'-0" FULL SCALE 1/4" = 1'-0" EXISTING & NEW ��*��» c,,. ��.ow» ANTENNA CONFIGURATION 8' 4' 0 4' 8' 8' 4' 0 4' 8' SHEET NUMBER HALF SCALE 1/8" = 1'-0" NORTH HALF SCALE 1/8" = 1'-0" �_ ++.n sltfr -1)cnxn sexT -Y)-Y)EXISTING ANTENNA CONFIGURATION NORTH ( 2 NEW ANTENNA CONFIGURATION 4 PROPOSED COAX CONFIC(IRA I ION AND SCHEDULE SECTOR A AZIMUTH TP HEIGHT POS. OF VENDOR SIZE ELEC. MECH. RET TMA RRH NUMBER OF COAX 0 COAX DIPLEXED ANT TILT TILT COAX LENGTH UMTS 30' 54'-0" Al POWERWAVE 55x11x4 2'/1' 0' YES (1) TT19- - (2) COAX 180' YES LTE 30' 66'-6" A2 CCI 92.7x 14.4x7.3 2'/T 0' YES _ &907-19-007 Wes (1) FIBER 180' NO OTHER 30' 54'-0" A3 OMMSCOPE 55x 11.90.1 - - - - - - - - - LTE 30' 62'-0" A4 ANDREW'/ OMMS OP 72.11.9x7.1 4'/2' 0' YES - 700/AWS (1) FIBER 180' NO SECTOR B AZIMUTH TIP HEIGHT POS. OF VENDOR SIZE ELEC. MECH. RET TMA RRH NUMBER OF COAX 0 COA% DIPLEXED AN TILT TILT COAX LENGTH UMTS 155' 54'-0" 1 B1 POWERWAVEI 55.11.4 6'/'3 0' YES (1) TT19 0 BP111-001 - (2) COAX 160' YES LTE 155' 66'-6" 1 B2 CCI 92.7x14.4x7.3 3'/3' 0' YES _ 850//11900/ (1) FIBER 160' NO OTHER 155' 54'-0" 63 :OMMSCOPE 55.11.9x7.1 - - - - - - - - - LTE 155' 62'-0" 84 MDR MSCOP 72x11.9x7.1 5'/3' 0' YES - 700/AWS (1) FIBER 160' NO SECTOR G AZIMUTH TIP HEIGHT POS, OF VENDOR SIZE ELEC. MECH. RET TMA RRH NUMBER OF COAX 0 COAX DIPLEXED ANT TILT TILT CON( LENGTH UMTS 265' 54'-0" C1 POWERWAVE 55.11x4 10'/5' 4' YES (1 TT19- OBBP111-001 _ (2) COAX 160' YES LTE 265' 66'-6" C2 CCI 92.704.4x7.3 2'/2' 4' YES _ 850/1900/ WCS (1) FIBER 160' NO OTHER 265' 54'-0" C3 OMMSCOP 55.11.90.1 - - - - - - - - - LTE 265' 62'-0" C4 MMR�"P 72.11.9.7.1 3'/2' 4' YES - 700/AWS (1) FIBER 160' NO '''at�Sct Mobility AT&T MOBILITY 188 INVERNESS DR WEST, SUITE 400 ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xx FIELD SERVICES Where quality still counts. 4240 E. ELWOOD ST. PHOENIX, NOTES: AZ 85040 . DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY ADDRESS # CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF REDS. 4251 KIPLING ST WHEAT RIDGE, CO 80033 EXISTING ANTENNA SCHEDULE 1 NEW ANTENNA SCHEDULE 3 SITE NUMBER COL01062 NOTE: STRUCTURAL ANALYSIS SITE NAME REQUIRED & DONE 38TH AND KIPLING 7'_1„ BY OTHERS 7'-1.. A (TYP.) A3 Al (TYP.)ItER 3SEAL UMSGS /LTE (E) AT&T ANTENNA UMTS (E) AT&T ANTENNA (4) PER SECTOR w I (4) PER SECTOR TO REMAIN TO REMAIN A4 A4 \ LTE LTE A2 A2 D � Y < (N) AT&T RRH UNIT om"Oi'�•¢ (1) PER SECTOR gs..•_.-.N��a C4 C4 ON (E) MOUNT s7oNALE LTE LTE (E) AT&T RRH UNIT (E) AT&T RRH UNIT (E) AT&T ANTENNAS (4) PER SECTOR (4) PER SECTOR TO REMAIN (E) AT&T ANTENNAS TO REMAIN (2) TOTAL (2) TOTAL V TO SWAP POSITIONS SWAPED POSITIONS z z r C2 (E) AT&T SURGE SUPPRESSOR C2 (E) AT&T SURGE SUPPRESSOR m w a LTE (1) PER SECTOR LTE (1) PER SECTOR Uj~ C3 TO REMAIN C3 TO REMAIN o 0 a ��/� z o GSM/L OTHER a ♦"♦ w 7 0 D_ M c� o z 00 a� OL Z g� - wz o z N � f~/1 O g U O O F- S Z C1 C1 mO > z UMTS UMTS 0 O z (E) MAST MOUNTS (E) MAST MOUNTS (Yj J m (2) PER SECTOR (2) PER SECTOR = T o V)) TO REMAIN TO REMAIN 0 o_ )EI4 B2 B4 B2O LTE LTE LTE LTE 0 (E) AT&T TMAs (E) AT&T TMAs m (1) PER SECTOR (1) PER SECTOR z 0 0 0 TO REMAIN TO REMAIN 2p 1 a 133 B1 B3 B1 of LL a m v o GSM/LTE UMTS OTHER UMTS SHEET TITLE FULL SCALE 1/4" 1'-0" FULL SCALE 1/4" = 1'-0" EXISTING & NEW ��*��» c,,. ��.ow» ANTENNA CONFIGURATION 8' 4' 0 4' 8' 8' 4' 0 4' 8' SHEET NUMBER HALF SCALE 1/8" = 1'-0" NORTH HALF SCALE 1/8" = 1'-0" �_ ++.n sltfr -1)cnxn sexT -Y)-Y)EXISTING ANTENNA CONFIGURATION NORTH ( 2 NEW ANTENNA CONFIGURATION 4 m ro CLEARANCE NEW RRH UNIT, TYP END CAPS, TYP ANCHOR/FASTENER (SEE NOTE 3) P1000 UNISTRUT CHANNEL OR EQUIVALENT (3 TYR) NOTES: ELEVATION 1. ALCATEL—LUCENT (ALU) VIA AT&T SUPPLIES THE RRH. CONTRACTOR SHALL SUPPLY ALL OTHER MATERIALS AND INSTALL MOUNTING HARDWARE. ALU INSTALLS RRH AND MAKES CABLE TERMINATIONS. 2. A SUPPORT FOR A SINGLE RRH SHALL HAVE A MINIMUM OF TWO ANCHORS/FASTENERS FOR EACH UNISTRUT CHANNEL. 3. INSTALL ANCHORS/FASTENERS A MAXIMUM OF 2'-0" ON CENTERS. • WOOD STUDS — 1/4"0 LAG BOLT W/ 1" EMBEDMENT IN WOOD • CONCRETE — 1/4"0 HILTI KWIK BOLT III W/ 1-1/2" EMBEDMENT OR EQUIVALENT • THROUGH BOLT — 1/4"0 A36/A307 THREADED ROD W/ NUTS AND WASHERS ANCHORS AND UNISTRUT CHANNEL SHALL HAVE HOT—DIPPED GALVANIZED FINISH. 4. MOUNT RRH TO UNISTRUT WITH 3/8"0 UNISTRUT BOLTING HARDWARE AND SPRING NUTS. TYPICAL FOUR PER BRACKET. CONTRACTOR SHALL SUPPLY. 5. MOUNT FIBER AND POWER DISTRIBUTION BOX WITH FOUR (4) 1/4"0 UNISTRUT BOLTING HARDWARE AND SPRING NUTS. RRH UNISTRUT MOUNTING DETAIL NOT USED rrtvivi av SHI NEW RRH 850 DETAILS ISO VIEW NOT USED 1 6 1 NOT USED 15 NOT USED 1 2 1 NOT USED 11 MANUFACTURER: ALCATEL—LUCENT MODEL: RRH 2X60 850 HEIGHT: 18.9" 480mm WIDTH: 11.5 292.5mm DEPTH: 9" 229.8mm WEIGHT: 50lbs 22.75kg NEW RRH 850 DETAILS ISO VIEW NOT USED 1 6 1 NOT USED 15 NOT USED 1 2 1 NOT USED 11 mat&t Mobility AT&T MOBILITY 188 INVERNESS DR WEST, SUITE 400 ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 x1v FIELD SERVICES 11 here quality still counts. 4240 E. ELWOOD ST. PHOENIX, AZ 85040 ADDRESS 4251 KIPLING ST WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 SITE NAME 38TH AND KIPLING SEAL o r 9,7Xa. 02. R717;W oF�ss/OMPL E�'�t. 0 z V) r z m X w 4 o 0 0 Nw M ��=o z o Z a Y U Z W d � ZO d � M Z N osgo o z Z ED O Q>z� o Y O Z z > U U T J a m U) U N 7 N m Q N N O Z K � P L W Q O m O U O O SHEET TITLE RF & EQUIPMENT DETAILS SHEET NUMBER RF -2 EXHAUST FAN SCHEDULE SYM MFR & MODEL # SERV ARCED CFM HP V PH HZ REMARKS EF GREENHECK SP -A 780 EQUIPMENT ROOM 780 CFM ® 0.05" SP 1/40 120 1(� 60 SEE NOTES BELOW SCHEDULE FOR HOUSING AND OPERATION 1 LV GREENHECK VCD-20 EQUIPMENT ROOM 738 CFM ® 0.05" SP TO EXTERIOR WALL 120 60 MAKE UP AIR DAMPER/LOUVER WITH BIRD SCREEN 1 * EF1 SHALL BE INTERLOCKED WITH HYDROGEN SENSOR AND ACTIVATED WHEN LEVEL REACHES 17 CONCENTRATION. * PROVIDE HYDROGEN SENSOR MFR. -MODEL EAGLE EYE: HGD-2000 WITH INTERLOCKS TO CONNECT TO FAN EF1 AND LV1 * FAN SHALL BE EQUIPPED AND PRE -ASSEMBLED WITH WALL COLLAR HOUSING, BACKDRAFT DAMPER AND FAN GUARD. PROVIDE WITH BIRD SCREEN. FIELD INSTALLED RE: DETAIL 2/M1 * MAKE-UP AIR IS PROVIDED VIA THE OSA INTRODUCED THROUGH SUPPLY MOTORIZED DAMPER INTEGRATED WITH HYDROGEN SENSOR PER MFR. RECOMENDATIONS * OR EQUAL (E) COAX CHASE 9. A DURABLE MAINTENANCE LABEL MUST BE AFFIXED TO MECHANICAL MOUNTED TO EQUIPMENT. TWO COPIES OF A MAINTENANCE MANUAL FOR THE EQUIPMENT EXTERIOR OF NEMS SHALL BE PROVIDED TO THE OWNER BY THE CONTRACTOR. BUILDING INSTALL EQUIPMENT AND RUN PIPES AND DUCTS PARALLEL WITH OR AT . . . . ............ RIGHT ANGLES TO THE WALLS OF THE BUILDING UNLESS SHOWN OTHERWISE (E) ADJACENT p OFFICE SPACE (E) ADJACENT STORAGE ROOM (E) HVAC — CONTROLLERS ( YDROGEN — SOR INTEGRATED WITH (N) EXHAUST FAN AND SUPPLY LOUVER (E) AT&T EQUIPMENT (TYP.) CEF (N) 10" CEILING -� -� MOUNTED EXHAUST FAN; RE: DETAIL 2/M2 L" (N) BATTERY RACK AND BATTERIES INSTALL (N) EAGLE CONTAINMENT SYSTEM INSTALLED BELOW (MODEL#36-36): (E) EXHAUST HOOD OPENING WITH FIRE DAMPER AND BIRD SCREEN; APPROX 10'-0" AGL, RE: 3/M2 WINDOWS AT DE LEVEL HVAC GENERAL NOTES 1. THE HVAC CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE BEST ASHRAE AND INDUSTRIAL STANDARDS. 2. ALL HVAC WORK SHALL COMPLY WITH ALL APPLICABLE CODES OF THE STATE OF COLORADO, LOCAL BUILDING CODES AND FEDERAL CODES, HAVING JURISDICTION OVER THE CONSTRUCTION. 3. HVAC CONTRACTOR SHALL EXAMINE THE PROJECT SITE AND DISCUSS GENERAL REQUIREMENTS OF BUILDING AND WORK PERFORMANCE WITH OWNERS REPRESENTATIVE. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHERS ON THE PROJECT. CONTRACTOR SHALL CONFIRM EXISTING CONDITIONS AND PROVIDE ALL LABOR AND MATERIALS TO MAKE A WORKABLE AND USABLE SYSTEM. 4. HVAC CONTRACTOR IS TO REPORT TO OWNERS REPRESENTATIVE ANY 08SERVATIONS OR CONDITIONS WHICH ARE DISCOVERED IN THE BUILDING WHICH WOULD PREVENT THE FULLEST USE OF THE HVAC SYSTEM. 5., HVAC CONTRACTOR SHALL ARRANGE AND PAY FOR ALL FEES, PERMITS, AND INSPECTIONS CONCERNING PROJECT WORK. 6. HVAC CONTRACTOR SHALL FIELD VERIFY ALL ELECTRICAL POWER CHARACTERISTICS PRIOR TO ORDERING ANY MECHANICAL EQUIPMENT. 7. ALL LOW VOLTAGE WIRING SHALL BE INSTALLED BY THE HVAC CONTRACTOR. 8. THE ROOM THERMOSTATS SHALL BE CAPABLE OF BEING SET FROM 557 TO x857. (N) SUPPLY LOUVER FOR LV MAKEUP AIR. WALL MOUNTED; 1 RE: 1/102 (E) WINDOW SECTION TO BE REMOVED AND (N) CUSTOM WINDOW INSTALLED AROUND (N) LOUVER FRAMING, MATCH EXISTING WINDOW AND TINT, CONTRACTOR CAN OPT FOR OPENING IN (E) CONCRETE/MASONRY WALL S7ABOVE WINDOW. CONTRACTOR TO FIELD VERIFY THE EXISTING WALL CONSTRUCTION AND VIABILITY OF EACH PROPOSED DESIGN OPTIONS, PRIOR TO COMMENCEMENT OF WORK; RE: OPENING DETAIL 3/102 (E) CEILING MOUNTED CABLE LADDER (TYP.) 20'-4" DROP CEILING WITH -6") CLEAR SPACE ABOVE FULL SCALE 1/2" = 1'-0" sora» 2' 1 t ^ 0 2' a' NORTH HALF SCALE 1/4" = 1'-0" mat & t Mobility BILITY I 188 INVERNESS ENGLEWOOD,OCO 0112E 400 II smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xx FIELD SERVICES \% here quality still counts. 4240 E. ELWOOD ST. ADDRESS 4251 KIPLING ST WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 2 ml N aJ"' J, ffill!] imw•1L r m o OY U = T U J■Xx' ■ U f r m z a LL SITE NAME 38TH AND KIPLING o i as 4`?+Cas OP. £0J7;W SS�ONRL ENG 0 N z z W z 0 a z O n O 5 C) V) a UZ to p g O z U 3 0 z W J W z N EL SHEET TITLE MECHANICAL PLAN City Of R' d9C MECHANICAL PLAN 1 19 Givis^r, 9. A DURABLE MAINTENANCE LABEL MUST BE AFFIXED TO MECHANICAL EQUIPMENT. TWO COPIES OF A MAINTENANCE MANUAL FOR THE EQUIPMENT NEMS SHALL BE PROVIDED TO THE OWNER BY THE CONTRACTOR. INSTALL EQUIPMENT AND RUN PIPES AND DUCTS PARALLEL WITH OR AT RIGHT ANGLES TO THE WALLS OF THE BUILDING UNLESS SHOWN OTHERWISE ON THE DRAWINGS. PARALLELED RUNS SHALL BE STRAIGHT AND TRUE WITH OFFSETS UNIFORM AND SYMMETRICAL. 1. CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER CONSTRUCTION TIME AS NOT TO DISTRACT FROM NORMAL WORKING CONDITIONS. (N) 10" DIA. FLEX DUCT ALONG THIS FACILITY IS UNMANNED TELECOMMUNICATIONS FACILITY. COAX FT FROM (N) EXHAUST ;S2... PCONTRACTOR HOUSINGG AT E EQUIPMENT SHELTER TO REVIEW AT&T SPECIFICATIONS PRIOR TO BID. TO EXTERIOR WALL (N) SUPPLY LOUVER FOR LV MAKEUP AIR. WALL MOUNTED; 1 RE: 1/102 (E) WINDOW SECTION TO BE REMOVED AND (N) CUSTOM WINDOW INSTALLED AROUND (N) LOUVER FRAMING, MATCH EXISTING WINDOW AND TINT, CONTRACTOR CAN OPT FOR OPENING IN (E) CONCRETE/MASONRY WALL S7ABOVE WINDOW. CONTRACTOR TO FIELD VERIFY THE EXISTING WALL CONSTRUCTION AND VIABILITY OF EACH PROPOSED DESIGN OPTIONS, PRIOR TO COMMENCEMENT OF WORK; RE: OPENING DETAIL 3/102 (E) CEILING MOUNTED CABLE LADDER (TYP.) 20'-4" DROP CEILING WITH -6") CLEAR SPACE ABOVE FULL SCALE 1/2" = 1'-0" sora» 2' 1 t ^ 0 2' a' NORTH HALF SCALE 1/4" = 1'-0" mat & t Mobility BILITY I 188 INVERNESS ENGLEWOOD,OCO 0112E 400 II smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xx FIELD SERVICES \% here quality still counts. 4240 E. ELWOOD ST. ADDRESS 4251 KIPLING ST WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 2 ml N aJ"' J, ffill!] imw•1L r m o OY U = T U J■Xx' ■ U f r m z a LL SITE NAME 38TH AND KIPLING o i as 4`?+Cas OP. £0J7;W SS�ONRL ENG 0 N z z W z 0 a z O n O 5 C) V) a UZ to p g O z U 3 0 z W J W z N EL SHEET TITLE MECHANICAL PLAN City Of R' d9C MECHANICAL PLAN 1 19 Givis^r, RE: MFR. SPECS (APPR x0 1/4 (E) CONCRETE WALL 15") SEE MER. INSTALLATION SPECIFICATION FOR MIN. OPENING DIMENSIONS L3"x3"xj" L3"x3"xj" LENGTH AS REQ'D (TYP. EA. CORNER) B i c O INSIDE ELEVATION (E) CONCRETE WALL L3"x3„y„ \ LENGTH AS REQ D (TYP.) (TYP. EA. CORNER) y L3” x3"xj" © SECTION PROVIDE WATER TIGHT SEAL P 1/2'x2 1/2"x3/16" fP TOP & BOTTOM iTH SIDES) SPECIAL NOTES: 1. CONTRACTOR TO FIELD VERIFY VERTICAL AND/OR HORIZONTAL REINFORCING LOCATIONS. DO NOT CUT REINFORCING. IF POSSIBLE INSTALL BETWEEN REINFORCING. 2. SAW CUT (E) CONCRETE CAREFULLY, REMOVE CONCRETE LEAVING (E) REINFORCING IN PLACE. DO NOT CUT ANY EXISTING REINFORCING. STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL CODE CHECKS BASED ON THE AISC, 13TH EDITION PER THE ASCE 7 STANDARD 2. ALL STEEL PIPE TO BE PER ASTM A53 GR. 8 (35 KSI), U.N.O. 3. ALL STEEL ROUND TUBES (HSS) TO BE PER ASTM A500 GR. B (46 KSI), U.N.O 4. ALL OTHER STRUCTURAL STEEL SHAPES & PLATES SHALL BE PER ASTM A36 (36 KSI), U.N.O. 5. ALL BOLTS FOR STEEL—CO TO—STEEL CONNECTIONS SHALL BE ASTM A325N, U.N.O. 6. ALL BOLTED CONNECTIONS SHALL BE TIGHTENED TO "SNUG TIGHT" CONDITION AS DEFINED BY AISC. 7. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS) D1.1 8. ALL STEEL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM A123 AND ASTM A153 STANDARDS, U.N.O. EXHAUST/SUPPLY OPENING DETAIL MOTOR ON BOTTOM AIR BLOWING UPWARI (SHOWN AS SUSPENDED INSTALLATION WITH FAN MOUNTED IN WALL HOUSING) HOUSING FOR FAN EF -1 & SF -1 INSTALL NEW HANGERS ABOVE DROP CEILING TO (E) CONCRETE CEILING ABOVE EXHAUST FAN REINFORCING ANGLES ON FAN PANEL-, GUARD OR DIFFUSER (E) DROP CEILING GROOVED SHAFT WITH SNAP RINGS (DIRECT DRIVE) NOTE: REFER TO MANUFACTURER INSTALLATION DETAILS AND SPECIFICATIONS. TYPICAL APPLICATIONS INCLUDE MOU14TING FANS IN DUCTWORK OR PLENUMS AS TRANSFER FANS OR SUSPENDING THEM FROM THE CEILING IN A WALL HOUSING FOR USE AS EXHAUST AND SUPPLY FANS. DIRECT DRIVE FANS CAN BE HORIZONTALLY MOUNTED. MOTORS CAN BE MOUNTED ON TOP OR ON BOTTOM WITH AIRFLOW UP OR DOWN. SPECIFY CONFIGURATION BEST SUITED FOR ACCESS AND SERVICE. CEILING MOUNT DETAIL 6005137-3 60OT150-3 #12 TEK SCREW (TYF CRIPPLE STU 60OT150-3 MECHANICAL OPENII AS REQ'D (FII SEALANT (TYPICA 60OT150-3 60OS137-33 (2) #12 EACH SIDE #12 TEK SCREW`. THROUGH FLANGE EACH SIDE (TYP) 6005137-33 ,E) WINDOW MULLION'. SUPPLY OPENING DETAIL ;E) DROP CEILING E) INTERIOR WALL :) INTERIOR WALL 2AMING ATTACH (N) ZAMING TO SUPPORT 1) SUPPLY LOUVER 1) FRAMING FOR (N) 1PPLY LOUVER; RE: -TAIL ABOVE ) SILL FRAMING 3 City of Wheat R e j���at&t Mobility AT&T MOBILITY 188 INVERNESS DR WEST, SUITE 400 ENGLEWOOD, CO 80112 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 % X FIELD SERVICES X% here quality still counts. 4240 E. ELWOOD ST. PHOENIX, AZ 85040 ADDRESS 4251 KIPLING ST WHEAT RIDGE, CO 80033 SITE NUMBER COLD1062 SITE NAME 38TH AND KIPLING SEAL o i iF 463 <' 9Xas o2. A717 r �sS�OryAI ENGR� z z mm w w N M O D Zoo vo_i 0 z CL a M � w o z a o D M zo D M z 0 g o z U z z 9 O o z w g U T � a m U R } m N \ \ N \ O \ of O U.w . Q m U O SHEET TITLE MECHANICAL DETAILS SHEET NUMBER M-2 City of Wheat R e GROUND PROPOSED EXHAUST FAN AS REQUIRED, SEE E-2 0 NORTH GROUNDING PLAN SYMBOL DESCRIPTION I i COPPER GROUND ROD ® TEST WELL A CADWELD CONNECTION \ \ \ II GROUND BAR ® �T-- I I / / 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND / I I PROPOSED LTE EQUIPMENT AS REQUIRED, SEE E-2 EXISTING GROUNDING SYSTEM MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. I APPROXIMATE LOC TION J OF GROUND BAR III 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL S m a rt I i n k 0 I � I i i 5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL SCOTTSDALE, AZ 85258 1 I I 6. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL I to I GROUND PROPOSED BATTERY RACK AS REQUIRED, SEE E-2 j — I I REQUIREMENTS OF GROUNDING STANDARDS. Xx � / I � V 1 \ I 1 \ I \ I \ I \ I I I I J I APPROVAL FODES GNOBYTAUTHORIZED AT&Tr REPRESENTATIVE, PR ORSYSTEM, TO OF FIELD SERV 1 C E 5 0 NORTH GROUNDING PLAN SYMBOL DESCRIPTION ® COPPER GROUND ROD ® TEST WELL A CADWELD CONNECTION ® GROUND BAR ® MECHANICAL CONNECTION 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING FIELD VERIFY &TIE INTO I EXISTING GROUNDING SYSTEM GENERAL GROUNDING NOTES: %nowo 1. GROUNDING SHALL BE INSTALLED 6" BELOW FROST DEPTH OR 30" BELOW GRADE, WHICHEVER IS E; )J a t & t GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. V Mobility 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. AT&T MOBILITY 188 INVERNESS DR WEST, SUITE 400 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING ENGLEWOOD, CO 80112 GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL S m a rt I i n k 0 GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 8502 E VIA DE VENTURA, SUITE 220 5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL SCOTTSDALE, AZ 85258 TESTING WILL BE WITNESSED BY AT&T REPRESENTATIVE. 6. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL W d REQUIREMENTS OF GROUNDING STANDARDS. Xx 7 D GROUNDING EMOBILIITYDESIGN (INSTALLATION APPROVAL FODES GNOBYTAUTHORIZED AT&Tr REPRESENTATIVE, PR ORSYSTEM, TO OF FIELD SERV 1 C E 5 GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING here quality still counts. 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM 4240 E. ELWOOD ST. DUE TO SITE SOIL CONDITIONS. PHOENIX, AZ 85040 ADDRESS 4251 KIPLING ST GENERAL ROD NOTES (WHERE APPLICABLE): WHEAT RIDGE, CO 80033 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE HE GROUND SYSTEM HAS SITE NUMBER BEEN INSTALLED; A QUALIFIED INDIVIDUAL, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM COL01062 THE TEST. THE REPORT WILL SHOW THE LOCATION OF HE TEST AND CONTAIN NO LESS THAN 9 TEST H POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. SITE NAME 2. 2 POINT GROUND TEST OR 3 POINT 627 TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE 38TH AND KIPLING AFOREMENTIONED GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM V) THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. SEAL 483 ; �,iKas 02. PO17,Q ���5/ONAL EH6R, APPROXIMATE LOCATION OF GROUND BAR (Nj N z U z GROUND ALL RRH's m W d o AS REQUIRED, SEE E-2 0 z Cn z p N5 z U a- O O U W O Z H 0 V) M V) 2 z F - � o g o Z g U m O Q j Ujz O O > Y �Z C) r. J n- In N © U a U= H N m N N m N \ \ N \ O \ Z 3 O > WI d Q O m —L O O O SHEET TITLE FULL SCALE 1/4" 1'-0" SCHEMATIC GROUNDING PLAN FULL SCALE 1/2" 1'-0" (m. w OKY) 4' 2' 0 2' 4' 8' 4' 0 4' 8' SHEET NUMBER - (11--1) 1/4" = 1'-0" HAL s>,¢r AL NORTH HALF SCALE 1/8" l 1 1 ANTENNA PLAN 2 — SURGE PROTECTOR GROUND KITS WITH LONG BARREL & OR FIBER POWER COMPRESSION DOUBLE LUGS AND CONNECTOR LIE UMTS/GSM ANTENNA ANTENNA RRH(S), TYR DC/FIBER TMA- r yll TO RRH • GROUND BAR (2) #2 AWG GROU WIRE TO RRH, TYR DC AND FIBER TO COAX RUN SURGE PROTECTOR(S) MOUNT GROUNDING BUS BAR NEAR #2 AWG GROUND WIRE %NTENNA ARRAY WITHOUT ISOLATION. FOR COAX GROUNDING MOUNT GROUNDING BUS BAR TO TOWER AT GROUND LEVEL ............... WITH ISOLATION. pei::i iE::eEep ° GROUNDING DETAILS NOT USED DOUBLE CRIMP GROUND KITS WITH LONG BARREL CONNECTION, COMPRESSION DOUBLE LUGS AND TYP 4"x30°x1/4„ GROUND BAR THICK COPPER INTERIOR GALVANIZED GROUND • GROUND BAR RING 00 00000°0°0°0° APPLICABLE) .... o ° o #2 oSOLID oBAR o ° ® BOND RF BUS BAR(S) W WIRE CADWELD TO "I" SECTION WALL • : UTILIZE GROUND KITS MOUNTING WITH #2 AWG AND BRACKET ®:'•• 2–HOLE COMPRESSION ISOLATOR, TYR LUGS UNLESS SPECIFIED o OTHERWISE BOND DC BUS BAR(S) & "A" SECTION BONDED TO: POTENTIAL SURGE PRODUCING • INTERIOR GROUND RING EQUIPMENT TO "P" SECTION -EXTERNAL EARTH GROUND z (BURIED GROUND RING) EXOTHERMICALLY WELD #2 AWG .METALLIC COLD WATER PIPE BARE TINNED SOLID COPPER (IF AVAILABLE) WIRE CONDUCTOR TO GROUND . BUILDING STEEL BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND (IF AVAILABLE) PROVIDE PARALLEL EXOTHERMIC WELD FNOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO–OX" OR APPROVED. GROUNDING DETAILS X"x4"x1/4" GROUND KITS WITH LONG BARREL THICK COPPER COMPRESSION DOUBLE LUGS AND GALVANIZED INSPECTION WINDOW, ATTACH TO GROUND BAR GROUND BAR ISOLATOR ° ° (WHEN 0 00 00000°0°0°0° APPLICABLE) .... o ° o #2 oSOLID oBAR o ° TINNED COPPER W WIRE CADWELD TYPE GT (TYPE–GL) TYPE GR "X" – VARIES NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO–OX" OR APPROVED. GROUNDING DETAILS ;�� i�l� *�* q�:� TYPE TA TYPE VN TYPE NC TYPE S .A �0 TYPE W TYPE VS TYPE VB TYPE PT W z TYPE GT TYPE GY TYPE GR TYPE GL NOTE: CADWELD 'TYPES" SHOWN ABOVE ARE EXAMPLES – CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED. CAD WELD EXAMPLES mat&t Mobility AT&T MOBILITY 188 INVERNESS DR WEST, SUITE 400 ENGLEWOOD, CO 80112 0 smartlink 8502 E VIA DE VENTURA, SUITE 220 SCOTTSDALE, AZ 85258 xx FIELD SERVICES 1% here quality still counts. 4240 E. ELWOOD ST. PHOENIX, AZ 85040 ADDRESS 4251 KIPLING ST WHEAT RIDGE, CO 80033 SITE NUMBER COL01062 SITE NAME 38TH AND KIPLING SEAL o r 4"S3 t' .09;7/!ss OP. 2717;W ONAL City of what Ridge 0U) Z m W z o � r 0 w z o O 0 � z O 0 0 a D z Y U w O z o U O zn N w /z0 o g O Z 0 z 3 O W o z w k Y O ]in �� U d ED cD I� r n U N H O N ED N N O z a �aoo ?J � Q m U O SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-2 City of what Ridge ST n N f jl9Vr .i N1 / (U p -e A-4, C S n F� O. m K � rt H O Baa ma Y m p ,C E a O 0 m d' H m rt n r11 aow m O� fi W ct F� �Q K {7 O rt r^ 0 z H c ro :J !D W rt m, 0 0 w P 9 m m n n m p h W K M m Y• h nW fpt p R pP o r 8 O o m p w rt M Mp Y x V m m K pKp' K P ~ M of o N. m p o n O O isK m n � n m K a a � m� n n n a W aIt M G 0rt m m R 11 r. r O m a m � m a O M n W Fw+ K Y• a m a in n Y- r m C p N O p, p p Y• PPP qp M p d a n o K Y- am M m n m M pPrr p D a m e m m b � C a r - o � m � m N K C) N p J rA o K C) W LTI o (D Me 0 P) rt fD O rP 00 N O F' J r I y� LTI z_ H CD N o;� O 0 1-3 m co x z C) o� ' I I co 0 0 F-' 0 P) rt fD O rP 00 N O F' J r I .1 I I A i CITY OF WHEAT RIDGE -A�,��' Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: t- R --E-- Job Address: a 5 ) %<► p) , ,meq S _ 3 C) Permit Number: '3 0o b 01 a I a 2)) S�_-1,V4►2 Q-'z.*A-- C`1�5 le '�4- +�'l� C—V_� t r roc ��U� 1� 4 , r, ❑ No one available for inspection: Timex )o /PM Re -Inspection required: es No * When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector. n DO NOT REMOVE THIS NOTICE /O -it i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0 W -S Job Address: Lj as t )2% 4, 4-a3 0 Permit Number: ❑ No one available for inspection: Time 0A (A/pm Re -Inspection required: Yes \ o When corrections have been made, call for re -inspection at 303-234-5933 Date/ 5 Inspectk__r!�il.._ DO NOT REMOVE THIS NOTICE 1* � A It CITY OF WHEAT RIDGE IN 91 Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ot�7 RT . / rRs Job Address: 4a S / ki pl51- Permit Number: QO ) (0=O / a f c7-, ❑ No one available for inspection: Time, 0 7 A P Re -Inspection required: Yes *When corrections have been made, call for re -inspection at 303-234-5933 Date:j(, Inspecto ;�-�A.;__ DO NOT REMOVE THIS NOTICE 0 z m n K m a a" � r• a � n• I. � M a 0 O (D 0 tp fn K Y O I a H Y. h N m O � M n P. N 0 0 M p W � a � H w p K qj n m K n 0 K H H O n N• m 0 h � p w 0 N K N K 0 Baa m a Y - W m E rt w 0 0 m M y � H (D O hl rt (H7 M rt w O m C O � C] N• n � P, K N• K 0 0 K O 0 0 w 5 m � a �w m a m n n < m R O Y� tl M mY• m ry n p w R p R '.1 m � a m p M M tl M ry Y• m D 'o m n K a Y' R n a ro n m ry P. V 7 G m m V• w a H R p' m n a " W � E n 0 w a m O O R m t3 n y n R � � a � E e � � tl p' n m• R "J' M G O � m ry m rt w tl p rt ry m o C O m w m m m a tl w O m G M n Y. m' r• m a � v G n w a mY• p W N O p w a p 0 M m � tl m o e R Y� pm m (D ry m M - m C w a n m m ry a m a G o m < m m y b R (D FjC rt H w N- Y. m � n m N ry O Y• n O n m f—' � 0 M Ui p n W 7 y C C y G � r yL � LTI Z� H CDO g t7 f G m Cn, i r) N Q 0 f11 i � co x Z �� O CD W CrJ I V (u 00 O O F- d CT (D RUM Date. Y RM a � Property Address: i Mailing Address., (if different than property address) Address: Lvm 4, (t , State, ( 4 A-. 4 " 1S -S -7Li Contractors Cil Liceriss #.- Contractor .-Conitr ct t° E -r( lddr+ ss: S � Sub Contractors.* q Electrical; ,. -I" I Plumbing: Mechani 1.Qr�'"" VVIR City License # WR City License # WR City License # Other City Licensed Sub: tither City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form iii • * L--2- NEW ,.�. COMMERCIAL NEW RESIDENTIAL iIIlx COMMERCIAL q�STRUCTURERESDENTIAL ADDITION 0 RESIDENTIAL ELECTRICAL SERVICE UPGRADE COMMERCIAL ROOFING i RESIDENTIAL ROOFING WINDOW REPLACEMENT shed, deck; etc.) shed, deck, etc.) w+. p REPAIR or REPLAMENT E REPAIR or REPLA EMENT e ocoje amount of materials to be used, etc,) . FULF Btu's Gallons Amps Squares Other City of J9rWh6atRjdge too CITY OF WHEATRIDGE BUILDING AND INSPECTION SERVICES DIVISION 0 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p, 303,235.2855,f 303.237,8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed, Date: Project Address. 1 Signature of Firm g documents. Y/V 11 am a duly authorized representative of the agency ure below, hereby acknowledge receipt of documents necessary indicated above. ,. reprvientod.(Please Metroo West Fire • 01 Arvada Fire Protection Wheat • •ar_ Water District Consolidated Mutual Water District * Valley Water District * Denver Water Agency Dotes: Wheat Ridge Sanitation District Clear Creek Sanitation District * Fruitdale Sanitation District * Westrid e Sanitation District c, Other � � � '��•�'� Signature.Date: �. (Agency Representative) Paul B. Vernon Or Current owner/Occupant OGILVIE PROPERTIES Regarding Permit: 20080177; remodel medical office for relocation of lab equip. 4251 Kipling ST UNIT 560, Wheat Ridge, CO 80033-6800 Our Records indicate that the above noted permit was issued on 02/27/08. Our last inspection related to that permit was on 03/21/08. Because of the inactivity on this permit, it will become void as of 12/31/2015. Please contact this office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc., and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. Melissa Mackey Senior Permit Technician sty 4 FOR OFFICE USE ONLY Date: I,- 3 ;1 IS PlanlPerivit # EMUMM"M 1,11119IM1101i ilill!iililii'iiiii IM 11 1 1 4251 Kipling Street, Wheat Ridge, 80033 Property Add ss. Property Owner (please prino, General Dynamics / New Clear Creek LLC Phone: 303.357.1338 Property Owner Email: 111 ;11111 1 FTVMOM�1�111 �•� City, State, Zip: Golden, CO 80403 Archie irteer MMMEEHMEMINEMM Architecitengineer E-mail* Phone - Contractor: Centerfine Solutions 6to; City Li66 #. 130105 303.993,3293 Contra rs nse Phone - Contractor E-mail Address: Electrical: Genesis Electric I W�R� City License 4 1 Plumbing: W�R, City License # Complete all informatiou on BOTH sides of this form NEW COMMERCIAL STRUCTURE El ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STR r :: EICOMMERCIAL ROOFING MECHANICALEICOMMERCIAL ADDITION [I RESIDENTIAL ROOFING [I RESDENTIAL ADDITION El WINDOW REPLACEMENT EICOMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) E] RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc,) A rr A REPAIR R r A YF or REPLACEMENT • A 0 PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL .: A SYSTEM/APPLIANCE pb4LA • • A REPLACEMENT Ar A amount3 OTHER (Describe Equipment upgrade to existing telecommunications site of materials to be used, Sprint proposes to modify an existing unmanned telecommunications facility. -install (3) new panel antennas -install () new RRU's -install (3) new fiber cylinders -install (3) new power cylinders Sq. Ft. LF Stu"s Amps squares Other 1 Know whats M a Call befom you ♦; ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT ED1710NS OF THE FOLLOWING CODES AS ADOPTED BY THE' LOCAL COVERNING A01THORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED 70 PERMIT WORK NOT CONFORMING TO THESE CODES, SUILDINGIDWELLFNG CODE ISC 2012 STRUCTURAL CODE IBC 2012 MECHANICAL CODE luc 2009 ELECTRICAL CODE NEC 2081 FIRILIFE SAFETY CODE )FC 20309 ACCESSSS.IUTY" REOURZEMEtNTS„ FACILITY IS UNMANNED AND NOT I`DR HUMAN HABITATION, HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2012 I&C BUILDING CODE. SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY • INSTALL (3) NEW PANEL ANTENNAS (1 PER SECTOR) m INSTALL (3) NEW RRU°S (I PER SECTOR) • INSTALL. (3) NEW I aSER JUNCTION CYLINDERS (T PER SECTOR) • INSTALL (3) NEW POWER JUNCTION CYLINDERS (I PER SECTOR) • INSTALL (1) NEW &ESU KIT IN EXISTING MMSS CABINET • INSTALL (3) NEW MT -222 ANTENNA A40UNTS Wark shall comply with 2012 JBC, and any applicable City of Wheat Ridge iklunicipal Codes, ,� FiWas;,p,; $sN"FCA N w '40 Arvada, T2� ire c. ra Y:< u;Tu ams .aA� 0 ....... Anft— ., ld` Apv e. t MIA# eI F . ,a�w�a use 3 k AFSPRf)VAL SiGNATURE DATE FROM INTERSE ITON OF` 1-25 & 8-70, E ACO, MGR TAKE I--70 WEST TO IPLIING (EXIT :2467), GO LEFT ON KIPLIN+G TO TURN RIGHT ON �I?I) _ UI DING WILL BE ON YOUR LEFT, MGR APPROVED NNrNG CONS. Flal ilk; to] I'llk I) i I - 11'11'1�4 001 -4 ,SITE NAM CLEAR CREEK BLDG OEN387 SITE : ON63XC104 SITE ADDRESS,4251 KIPLING ST �^} CITY, STATE IP. c & WHEAT RIDGE, C0 50033 OUNTY° JEFFERSON COUNTY ' �2P COMPANY. .GENERAL OYNAMICS' CONTACT, E}.LTi:. ADrDRESSr WHEAT RIDGE, CO SOC133 (303) 357-1338 PHONE:, .LPRINTL�QNSTEUCTIGIN MANAGER CM � COMPANY, SPRINT CONTACT: BRANDON WHINERY ENTAIL. BRANDON, WHIdNERY SPRINT.COM PHONE, (30 3) 505-57,50 SPRINT T I DSECT MANAGER: CONTACT,„ 4PANIELE' I,. Hy+Vct'++..)sY'�t�LYLEtp» EMAIL-, ash '.+'4I LC..}°IVA�'C.ACJLEOSP"RINd+.r.OM PHONE"" ( 720) 420-6915 SIVE L —PR MANAGER C+3MPAaN1" CENTERLINE SOLUTIONS, LLC CONTACT AMANDA BERNARD EMAIL ASERNARDOCENTERLINESOLk.ITIONS,COM PHONE.' (404) 304-3056 ' : Fl M. COMPANY,, CENTERLINE SOLUTIONS, LLC CONTACT:, ,JEFF N05EWORTHY EMAIL: JEFFNOCENTERLINESOLLITONS,COM PHONE'., (30.3) 993-3293 X 414 ...;print 6100aR§Fs NARONAY OVERLAND PARK KS 66251 EL ;91:? C24 50 '00 m <#>CENT E L IN E SOLUTIONS 30.: 993 3293, a u41h ti t`:'"4TEF: �E3ri"€.:uT C ss5 C� i� Sprint 61C101 SPRNT PARKWAY tENTERLINE SOLUTIONS 16360,AIILE MOUNTAPN uA R 1"PAt' Gok,IkP, CO S0403, W 99,1 12W, kLiST+v n. 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THESE OUTLINE SPECIFICATIONS IN COUJUNCTION WITH THE SPRINT STANDARD CONSTRUCNON SPECIFICATIONS INCLUDING CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR, IPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS, LATEST EDITION, AND THEREOF, ONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS FOR SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS PON WIRELESS SITES AND TRUCTION DRAWINGS, INFORMATION ON THE CONSTRUCTION DRAWINGS SHALL TAKE SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION, ,ONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR FRUCTION MEANS, METHODS, TECHNiOUES, SEQUENCES. AND PROCEDURES IN ACCORDANCE THE CONTRACT DOCUMENTS. CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS THE JOBSME FROM MOSILIZATION THROUGH CONSTRUCTION COMPLETION, DETAILS ARE INTENDED TO SHOW DESIGN INTENT, PROVIDE ALL MATERLALS AND OR AS REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM, MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK, CONTRACTOR SHALL, NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARIATIONS PRIOR TO, PROCEEDING WITH THE' WORK, DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF FHE WORK MARK THE FIELD SET OF ORAWINCS IN RED, DOCUMENTING ANY CHANGES FROM THE CONSTRUCTION DOCUMENTS RACTOR SHALL PERFORM WORK AS DESCRIBED IN THE )WING INSTALLATION AND COMMISSIONING MOPS, TDP HAT HOW TO INSTALL A NEW CABfNET BASE BAND UNMJIDLEXISTING UNIT INSTALLATION OF BATTERIES INSTALLATION OF HYBRID CABLE INSTALLATION OF RRU'S CABLING TS -0200 REV 4 - ANTENNA UNE ACCEPTANCE STANDARDS SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV I COMMISSIONING MOPS GROUNINNG NE -,312-201 SPRINT INTEGRATED CONSTRUCTION STANDARDS VERSION 4,0 f)PJ III ;hln - rnUPANY nWNIVJ4rt) UATrIVAI ANn Pnfilt)"r'N7 LY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA IN THE CONSTRUC77ON DRAWINGS. IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT IT IS PROTECTED AND HANDLES PROPERLY THROUGHOUT THE IN DURATION, RACTOR RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EOUIPMENT AT SITE OR CONTRACTORS LOCATION, CONTRACTOR TO OOMPLETE SHIPPING RECEIPT DOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE nAlt 'n I ItAn - rr� � clTr �r r�lnm WORK SHALL CL,)MMENCE PRIOR TO COMPAWS WR17EN NOITCE TO PROCEED AND THE ISSUANCE WORK ORDER, CTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL NG RUBBISH, IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUS MATEPIALS, THE COMPANYS REQUEST, ANY ALTERNATIVES TO THE MATERIALS OR METHODS SPECIFIED LL BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL, SPRINT WILL IEW AND APPROVE ONLY THOSE REOLIESTS MADE IN WRITING. NO VERBAL APPROVALS WILL CONS0ERED, TO AND INSPECTIONS: THE CONTRACTOR SHALL 81 RESPONSIBLE FOR ALL CONSTRUCTION TESTS, INSPECTIONS AND PROJECT DOCUMENTATION, CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING SUT NOT LIMITED TO THE FOLLOWING: 1, COAX SWEEPS AND FIBER TESTS PER TS -0200 REV 4 ANTENNA LINE ACCEPTANCE STANDARDS, 2. AGL, AZIMUTH AND DOWNTILT PROVIDE AN AUTOMATED REPORT UPLOADED TO SU7ERRA USING A COMMERCIAL MADE -FOR THE PURPOSE ELECTRONIC ANTENNA ALICNMENT TOOL (AAT)- INSTALLED AZIMUTH, CENTERLINE AND 3, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES ANDIOR AS A RESULT OF TESTING, 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS, C. RESUMED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING, 1, AZIMUTH, DOWNTILT, AOL FROM SONSIGHT INSTRUMENTS - AKENNALIGN ALIGNMENT TOOL (AAr) 2. SWEEP AND FIBER TESTS 3, SCANABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED EQUIPMENT 4. ALL AVAILABLE JURISDICTIONAL INFORMATION 5, PDF SCAN OF REDLINES PRODUCED IN FIELD 6, A POE SCAN OF RECLINE MAPK-UPS SUITABLE FOR USE IN ELECTRONIC AS --BUILT DRAWING PRODUCTION T. LIEN WAIVERS 8, FINAL PAYMENT APPLICATION R. REQUIRED FINAL CONSTRUCTION PHOTOS 70, CONSTRUCTION AND COMMISSIONING CF ECKUST COMPLETE WITH NO DEFICIENT ITEMS 71, ALL POST NIP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA (SPRINTS DOCUMENT REPOSITORY OF RECORQ), 12, CLOSEOUT PHOTOGRAPHS: is PROVIDE PHOTOGRAPHS OF FINAL. PR0,IECT PER THE FOLLOWING LIST ADDITIONAL. PHOTOGRAPHS MAY BE REQUIRED TO SUPPORT' ACCEPTANCE PROCESSES (i) MAIN HYBRID CABLE ROUTE (MINIMUM TWO PHOTOS) (ii) PHOTOS OF EACH ANTENNA AND RRU (iii) MANUFACTURERS NAME TAG FOR ALL SERLAUZED EQuPmENT (iv) PULL AND M -S TRiBUPON BOXES iNTERMEMATE BETWEEN RRU'S AND MMBS (DOOR OPEN) (v) MMBS CABINET WITH DOOR OPEN SHOWING MODIFICATIONS (vi) POWER CAfDNET, DOORS OPEN, BATTERES INSTALLED (vu) BREAK OUT CYLINDERS (v4i) ASP SfGNAGE FOR SPRINT OWNED TOWERS (Ix) RAIOAT*N EXPOSURE WARMNG SfGNS (x) PHOTOGRAPH FROM. EACH SECTOR FROM *'PROXIMATELY RAO CENTER OF ANY NEW ANTENNA AT HORIZON, Ea LOAD PHOTOS TO SITERRA PROJECT LIBRARY 15, IN 15 CREATE NEW CATFGORY, 2,5 DEPLOYMENT, AND SECTION; PERMANENT CONSTRUCTION. LABEL PHOTOS WITH SITE CASCADED VIEW BEING DEPICTED, CAMERAS USED TO TAKE PHOTOGRAPHS SHALL LINE ENABLED SUCH THAT THE GPS COORINNATES ARE INCLUDED 3N THE PHOTO MEDIA -FILE INFORMATtON. =mMaMMul PERFORM ALL COMMISSIONING AS REQUIRED By APPLICABLE MOPS 11SIMBADD.1IL PERFORM ALL INTEGRATION ACTIVITIES AS RESUIRED BY APPLICABLE MOPS 5LCMbL_Q_7 lummARL, THIS SECTION SPECIFIES CUTTING AND PATCHING EXISTING ROOFING SYSTEMS WHERE CONDUIT OR CABLES EXIT THE BUILDING ONTO THE ROOF OR BUILDING -MOUNTED ANTENNAS, AND AS REQUIRES FOR WATERTIGHT PERFORMANCE ROOFTOP ENTRY OPENINGS IN MEMBRANE ROOFTOPS SHALL BE CONSTRUCTED TO COMPLY WITH LANDLORD, ANY EXISTING WARRANTY, AND LOCAL JURISDICTIONAL STANDARDS, 1,4 SUBMITTALS: A, Eff--S-Q�' TH• COMPLETE A ROOF INSPECTION PRIOR TO THE INSTALLATION OF SPRINT EQUIPMENT ON A14Y ROOFTOP BUILD, AT A MINIMUM INSPECT AND PHOTOCRAPH (MINIMUM 3 EA.) ALL AREAS IMPACTED BY THE ADDITION OF THE SPRINT EQUIPMENT 6, PROVIDE SIMILAR PHOTOGRAPHS SHOWING ROOF CONDITIONS AFTER CONSTRUCTION (MINIMUM 3 EA„) C, ROOF INSPECTION PHOTOGRAPHS SHOULD BE UPLOADED WITH CLOSEOUT PHOTOGRAPHS, QUALITY ASSURANCE: A. COMPLY WITH GOVERNING CODES AND REGULATIONS, PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE SEEN IN SATISFACTORY Use IN SIMILAR SERVICE FOR THREE YEARS, USE EXPERIENCED INSTALLERS, DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, B. COMPLY WlrH ALL ENVIRONMENTAL REGULATIONS FOR VOLATILE ORGANIC' COMPOUNDS, MATEIWALS; A. MANUFACTURERS BE MOORE, KC DEVOE COATINGS, FPS, SHERWIN WILLIAMS OR APPROVED EQUAL PROVIDE PREMIUM GRADE, PRO FESSiONAL-OUALITY PRODUCTS FOR COATING SYSTEMS, PAINT SCHEDULE: A. EXTERIOR ANTENNAE AND ANTENNA MOUNTING HARDWARE, ONE COAT OF PRIMER AND TWO FINISH COATS, PAINT FOR ANTENNAE SHALL BE NON-METALLIC BASED AND CONTAIN NO METALLIC PARTICLES, PROVIDE COLORS AND PATTERNS AS REQUIRED TO MASK APPEARANCE OF ANTENNAE, ON ADJACENT BUILDING SURFACES AND AS ACCEPTABLE TO THE OWNER, REFER TO ANTENNA MANUFACTURER'S INSTRUCTIONS WHENEVER POSSIBLE, ,TOUCH UP - PREPARE SURFACES TO BE REPAIRED, FOLLOW INDUSTRY STANDARDS AND REQUIREMENTS OF OWNER TO MATCH EXISTING COATING AND FINISH PAINTING =APPLICATION� L INSPECT SURFACES, REPORT UNSATISFACTORY CONDITIONS IN WRITING; BEGINNING WORK MEANS ACCEPTANCE OF SUBSTRATE. 2, COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PREPARATION, PRIMING AND COATING WORK, COORDINATE WITH WORK OF OTHER SECTIONS, 3. MATCH APPROVED MOCK-UPS FOR COLOR, TEXTURE AND PATTERN, RE -COAT OR REMOVE AND REPLACE WORK WHICH DOES NOT MATCH OR SHOWS LOSS OF ADHESION, 4, CLEAN UP, TOUCH UP AND PROTECT WORK, TOUCHUP PAINTING: I. GALVANIZING DAMAGE AND ALL BOLTS AND NUTS SHALL BE TOUCHED UP AFTER TOWER ERECTION WITH 'GALVANOX,- -DRY GALP- OR -ZINC--IT,- 2, FIELD TOUCHUP PAINT SHALL BE DONE IN' ACCORDANCE WITH THE MANUFACTURER'S WROEN INSTRUCTIONS, D. ALL METAL COMPONENTS SHALL BE HANDLES WITH CARE, TO PREVENT DAMAGE TO THE COMPONENTS, THEIR PRESERVATIVE TREATMENT, OR THEIR PROTECTIVE COATINGS, _lLaL&L9m SIAIMEO THIS SECTION SPECIFIES INSTALLATION' OF ANTENNAS, RRUD AND CABLE EOWPMENT, INSTALLATION, AND TESTING Or COAXIAL FIBER CABLE. THE NUMSER AND TYPE OF ANTENNAS AND RRUS TO BE INSTALLED IS DETAILED ON THE CONSTRUCTION DRAWINGS bx=-CAULL HYBRID CABLE WILL BE DG/FIBER' AND FURNISHED FOR INSTALLATION AT EACH SITE CABLE SHALL BE INSTALLED PER THE CONSTRUCTOON DRAWINGS AND THE APPLICABLE MANUFACTURER'S REQUIREMENTS FURNISH AND INSTALL 112- COAX JUMPER CABLES BETWEEN THE RRUs AND ANTENNAS. JUMPERS SHALL BE TYPE LOP 4, FLO 12-50, CR 540, OR FXL 540, SUPER -FLEX CABLES ARE NOT ACCEPTABLE. JUMPERS BETWEEN THE RRU'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL CONSIST OF 1,12 INCH FOAM DIELECTRIC, OUTDOOR RATED COAXIAL CABLE, 00 NOT USE SUPERFLEX OUTDOORS, JUMPERS SHALL BE FACTORY FABRICATED IN APPROPRIATE LENGTHS WITH A MAXIMUM OF 4 FEET EXCESS PER JUMPER AND HAVE CONNECTORS AT EACH END, MANUFACTURED BY SUPPLIER IF JUMPERS ARE FIELD FASIDCATED, FOLLOW MANUFACTURER'S REQUIREMENTS FOR INSTALLATION OF CONNECTORS MilaILLINuf=1 INSTALL SPUTTERS, COMBINERS, FILTERS PER RF DATA SHEET, FURNISHED By SPRINT TI THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE INSTRUCTIONS SUPPLIED BY THE MANUFACTURER, ANTENNA HEIGHT, AZIMUTH, AND FEED ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. k THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE BOTTOM STRUT IS LEVEL, THE PIPE MOUNTS, SHALL BE PLUMB TO WITHIN I DEGREE, 8, ANTENNA MOUNTING REQUIREMENTS, PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED ON THE DRAWINGS, HYBRID CABLES INSTALLATION - A, THE CONTRACTOR SHALL ROUTE, TEST AND INSTALL ALL CABLES AS INDICATED ON THE CONSTRUCTLON DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTUPER'S RECOMMENDATIONS, 6, THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'S SPECIFIC'ATIONS FOR BENDING RADII, C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAOf TO THF CABLES DURING HANDLING AND INSTALLATION, P. FASTENING MAIN HYBRID CABLES: ALL CABLE'S SHALL BE PERMANENTLY FASTENED TO THE COAX LADDER AT 4'-0' OC USING NON-MAGNETIC STAINLESS STEEL CLIPS 2, FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA), WITHIN THE MAIDS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES: a, FIBER., SUPPORT FIBER BUNDLES USING V' VELCRO STRAPS OF THE REQUIRED LENGTH 0 16' GO, STRAPS SHALL BE UV OIL AND WATER RESISTANT AND SUITABLE FOR INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL, Ea. SC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH, ZIP TIES TO aE OF STABILIZED, BLACK NYLON, WITH TENSILE STRENGTH AT 72,000 PSI AS MANUFACTURED BY NELCO PRODUCTS OR EQUAL, J, FASTENING JUMPERS: SECURE JUMPERS TO THE' SIDE ARMS OR HEAD FRAMES USING STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CLIPS, 4, CABLE INSTALLATIOM a, INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE. NOTIFY THE CONSTRUCTION MANAGER, F. CABLE ROUTING: CABLE INSTALLATION SHALL RE PLANNED TO ENSURE rHAT THE' LINES WILL BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS, AVOID TWSTING AND CROSSOVERS, c, HOIST CABLE USING PROPER HOISTING DRIPS, DO NOT EXCEED MANUFACTURES RECOMMENDED MAXIMUM BEND RADIUS 5, GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION LINES SHALL BE GROUNDED AS INDICATED ON DRAWINGS 6, HYBRID CABLE COLOR COOING, ALL COLOR CODING SHALL BE AS RESUMED IN IS 0200 REV 4, 7, HYBRID CABLE LASELING: INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE L48ELED ALPHA -NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV I A, ALL FIBER & COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOrED, B. WEATHERPROOFED USINO ONE OF' THE FOLLOWING METHODS, ALL INSTALLATIONS MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSrRy 6EST PRACTICES. 1, COLD SHRINK., ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A DOUBLE WRAP OF 2' ELECTRICAL TAPE' EXTENDING 2' 8 MND TUBING, PPOVIDE 3M COLD SHRINK CAS SERIES OR EQUAL, 2, SELr-AMALGAMATING TAPE: CLEAN SURFACES, APPLY A DOUBLE WRAP OF SELF-AIVALCAMATING TAPE 2* BEYOND CONNECTOR, APPLY A SECOND WRAP OF SELF-AMALCR MATIMI TAPE IN OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 2' WIDE ELECTRICAL TAPE EXTENDING 2' BEYOND THE SELF-AMALGAMAGNG TAPE, 1 3M SLIM LOCK CLOSURE 716., SUBSTITUTIONS WILL NOT BE ALLOWED, 4, : _F r SUMMARY: A, THIS SECTION SPECIFIES MM&S CABINETS, POWER CABINETS, AND INTERNAL EOUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS, BASE SAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED BY THE, COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFEI), B. CONTRACTOR SHALL PROWDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE' BY THE APPLICABLE INSTALLATION MOPS, C. COMPLY WITH MANUFACTURERS INST&LATION AND START-UP REQUIREMENTS GO CIRCUIT BREAKER LABELING A LABEL CIRCUIT BREAKERS ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012--001, REI' 51QTION- j -1 -3 -Q -Q -=—IN -$ TTS LLAII-QN QF IM L ASE TATIQN SUMMARY: A. THIS SECTION SPECIFIES MMBS CABINETS, POWER CABINETS, AND INTERNAL EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER. DISTRIBUTION UNITS, BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE INSTALLATION MOPS, C, COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS SUPPORTING DEVICES: A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS, SUBJECT TO COMPLIANCE WITH REOUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: 7, ALLIED TUBE AND CONDUIT 2, B --LINE SYSTEM J, SUNISTRUT DIVERSIFIED PRODUCTS A- THOMAS & BETTS 8. FASTENERS: TYPES, MATERIALS, AND CONSTRUCTION FE-4TuRES AS FOLLOWS: 7. EXPANSION ANCHORS; CARBON STEEL WEDGE OR SLEEVE TYPE, 2, POWER-DRWEN THREADED STUDS: HEAT-TRFATED STEEL, DESIGNED SPECIFICALLY FOR THE INTENDED SERVICE 3, FASTEN BY MEANS OF WOOD SCREWS ON WOOD, 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. S. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY, & MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING -TENSION CLAMPS ON STEEL, 7, EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERmfl,7rO, S. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEUS OTHER THAN THREADED STUDS TO STEEL STRUCTURES, 9, IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET METALSCREWS, SUPPORTING DEVICES: rU, D A, INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICALPON CC sLC RELY AN PERMANENTLY IN ACCORDANCE WITH NEC, B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADED, C, UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS AND THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH THE FOLLOWING; D, ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT OF THE PROOF TEST LOAD, E. USE VIBRATION AND SHOCK -REVSTANT FASTENERS FOR ATTACHMENTS TO CONCRETE GLARE, ELECTRICAL IDENTIFICATION: A UPDATE AND PROVIDE TYPED CIRCUIT BREAKER' SCHEDULES IN THE MOUNTING BRACKET, INSIDE DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM, B. BRANCH CIRCUITS FEEDING AVIATION 06STRUCTION LICHTING EQUIPMENT SHALL BE CLEARLY IDENTIFIED AS SUCH AT THE, BRANCH CIRCUIT PANELSOARD. lc=" CONOW% A. RKWD GALVANIZED STEEL (ROS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS ABOVE, CROONS AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN CONCRETE. RIGID CONDUIT AND FITTINGS SHALL BE STEEL, COATED WITH ZINC EXTERIOR AND INTERIOR BY THE HOT INP GALVANIZING PROCESS, CONDUIT SHALL BE PRODUCED TO ANSI SPECIFICATIONS C80.1, FEDERAL SPEDIFtCATPON' -C-58I AND SHALL BE, LISTEo, WITH THE UNDERWRITERS' LABORATORIES. FITTINGS SMALL BE THREADED - SET SCREW OR COMPRESSION FITTINGS WILL NOT BE ACCEPTABLE. RGS CONDUITS SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND, B. UNDERGROUND CONDuiT IN CONCRETE SHALL BE POLYVINYLCHLORIDE (PPC) SUITABLE FOR DIRECT BURIAL AS APPLICABLE, JOINTS SHALL RE BELLED, AND FLUSH SOLVENT WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, CONDUIT SHALL BE' CARLON ELECTRICAL PRODUCTS OR APPROVED EQUAL, C. TRANSITIONS 8L7WEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC COATED METALLIC LONG SWEEP RADIUS ELBOWS D. EMT OR RIGID GALVANIZED STEEL, CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN WALLS AND CEILINGS. EMT SMALL BF MILD STFFL, FI.ECTRICALLY WElDED, ELECTRO- GALVANIZED OR HOT -DIPPED GALVANIZED AND PRODUCED TO ANSI SPECInCATION C80,3, FEDERAL SPECIF)CADON WW -C-563, AND SHALL BE UL LISTED, EMT SHALL BE MANUFACTURED BY ALLIED, REPLIBUC OR WHEATLAND, OR APPROVED EQUAL. FO77NCS SHALL BE METALLIC COMPRESSION, SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE E. 0000 TIGHT FLEXIBLE METALLIC CONDUO' SHALL 13E USED FOR FINAL CONNECTION, TO EQUIPMENT. FITTINGS SHALL BE, METALLIC GLAND TYPE COMPRESSION nT77NGS, MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM, SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE, MAXIMUM LENGTH OF FLExISLE CONDUIT SHALL NOT EXCEED 6 -FEET, L SHALL, BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC, MANUFACTURERS OF FLEW9,LE CONDUITS SHALL BE CAROL,, ANACONDA METAL HOSE OR UNIVERSIV METAL HUSE, OR APPROVED EOUAL. F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21MM). HUBS AND BOXES.,. A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED HUBS PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED, HUB SHA INCLUDE LOCKNUT AND NEOPRENE O-RING SEAL PROVIDE fMFACT RESISTANT 105 DEGREE PLASTIC BUSHINGS TO PROTECT CABLE INSULATION, B. CABLE TERMOVAPION FITPNGS FOR CONDUIT 1, CABLE TERMINATORS FOR ADS CONDUITS SHALL BE TYPE CRC BY 0-G,/GEDNEY OR EQUAL, 2, CABLE TERMINATORS FOR LFMC SHALL SE ETCO - CL2075; OR MADE FOR THE PURIAl PRODUCTS BY ROXTFC, C, EXTERIOR PULL BOXES AND PULL BOXES Ai INTERIOR INDUSTRIAL AREAS SHALL BE PLATED CAST ALLOY, HEAVY DUTY, WEATHERPROOF', DUST PROOF, WITH GASKET, PLATED IRON ALLOY COVER AND STAINLESS STEEL COVER SCREWS. CROUSE -HINDS WAD SERIES OR EQUAL D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMRAR GASKETED COVERS. OUTLET BODIES SHALL BE OF' THE CONFICURATION AND SIZE SUIT46LE FOR THE APPLICATIOI PROWDE CROUSE -HINDS FORM 8 OR EQUAL, f. MANUFACTURER FOR BOXES AND COVERS SHALL BE HUFFMAN, SQUARE -D-, CROUSE -HINDS, COOPER, ADALEF APPLETON, D -Z CFDNEY, PACO, OR APPROVED EOUAL, SUPPLEMENTAL GROUNDING SYSTEM A. FURNISH AND INSTALL A SUPPLEMENTAL CROUNDINO SYSTEM AS INDICATED ON THE DRAWINGS, SUPPORT SYSTEM W,PN-f NON-MAONETIC STAINLESS STEEL CLIPS WITH RUBBER GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE, SIZES AS INDICATE") ON THE DRAWRIGS. PROVIDE STRANDED OR SOLID BARE` OR INSULATED CONDUCTORS AS INDICATED, B. SUPPLEMENTAL GROUNDING SYSTEMALL CONNECTIONS TO BE MADE WITH CAD WELDS EXCEPT AT EQUIPMENT USE LUCE OR OTHER AVAILABLE GROUNDING MEANS AS REOU140 By MANUFACTURER, AT GROUND BARS USE TWO HOLE SPADES WITH NO OX, C. STOLEN GROUND -BARS: iN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CU FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS, A. EXISTING EXPOSED WIRING AND ALL EXPOSES OUTLETS, RECEPTACLES, SWITCHES, DEVICES, BOXES, AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE COMPLETED PROJECT SHALL BE REMOVED OR DE-ENERGdZED AND CAPPED IN THE, WALL, CEILING, OR FLOOR SO THAT THEY ARE CONCEALED AND SAFE, WALL, CEILING, OR FLOOR SHALL BE PATCHED 70 MATCH THE ADJACENT CONSTRUCTION, I CONDUIT AND CONDUCTOR INSTALLATKft A. CONDL47S SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAND AND HANGERS EXPLOSIVE DEW ES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERmITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAWTAJN CLOSE PROXIMTY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPED CHANCES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES, CONDUITSHALL BE INSTALLED IN A HEAT AND WORKMANLIKE MANNER, PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT'S L SE FISHED CLEAR DESTRUCTION& ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED 70 PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING, CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE' AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE, B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE S p r i n f, 1 [,0 S P94 � 41 PA4 KN'MY OVMAND PARK KS 662�51 8/1/14 FINAL CONST 4/29/15 100% CONST 11/3/14 90% CONST REV I'D, A r F, REON ,,S,SVED FOR CONSTRUCTION CENTERLINE SOLUMNS Aciva,mTop 16,�,,60 TABLE PARKOA� j'tw CLEAR CREEK BLDG DEN387 631 04 4251 KIPLING ST WHEOkT RIDGE. GO 80033 JEFFERSON COUNlY A 2 USE THE AW3266 2.5 ANTENNA FOR THE ALPHA p GAMMA SECTORS & USE i TETE KMW 2,5 ANTENNA a FOR THE BETA SECTOR F, I '- £X. SPRINT `` —EX. SPRINT ;c1 NV ,ANTENNAa N4 ANTENNA z. (i) NEW SPRINT" ANTENNA PER SECTOR ON NEW MOUNT � " (SEE SHEET A6—DET.5) $' N T PAINT N 2.5 ANTENNAS TO MATCH NV TEP NAS 1 NEW SPRINT 2.5� € t� ANTENNA PER SECTOR ON NEW MOUNT _ (SES SHE A6--CSET.S) � ... ( EX. SPRINT E.x. SPRINT ..n(2 E.�RNT NV = (13 EX. SPRINT YRIFI EX SASE: FIYBRIFL X CABLE NV RRET RRC€S PER SECTOR dz (1) NEW 2.5 HYBRIFLEX CABLE PER ECT�R � q Er p�_ .. � AZI UTH 26511 � PER aECTCR E„ r 0R �A�aS�AA SACT ff � � t��F "� a � 5' t -� NV AZIMUTHAZIMUTH2Ea.. s � ..���," �...�r:�,�..<.�r .�' � r.� � .a. rr ✓,�.< .���°�4� ^'' EX. SPRINT_." " � ,. Y NEW SPRINT 2.5 NV s EX. ANTENNA EX. SPRINT._ EX, SPRINT,_. rte; { } N ANTENNA NV ANTENNA NV ANTENNA 7s, ANTENNA PER SECTOR NV ANTENNA N �"' 'vim '�, o ON NEW MOUNT {T NEW SPRINT2,5—'-,,,, (SEE SHEET fab—D T. ( "(2) EX. SPRINT RRU PER SECTOR RRUS PER SECTOR c� s is 4° 8' 12, .lk 2' 0 41 ,.. e� �W ANTENNA WEIGHT: 36.4 LEIS ANTENNA WEIC iT: :36.4 TSS BRACKET WEIGHT: 11,6 LEIS BRACKET WEIGHT`. 3.9 LEIS FREQUENCY RANGE: 24.96-2690 IVNZ FREQUENCY RANGE; 2496-2690 MHZ 3" RRH WE, 59,5 LBS 4 l'RRI"I BRACKET WEIGHT. 12.32 L85 V-11" 1 FFREOUENCY RANGE: 2500 MHZ : € 7 9 .._ . ...�.{ r I Tl C i E I i f t° 3, �¢ EC & PORT LAYOUT CAI�`alM1 �StT•41e_ a•i._�"�y—��a!'nR#lR.£�ri�i�SYhA [�N;TNTEW 2,S TENNAS F(SEE Y2�5 A TENNAS TO BE:H NV ANTENNS UNTEED CTS HEW f�sOUNT ,.. x...... SHEET AS—DET„a, TCD WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL TOWEPIMTENNA/MOUNT ANALYSIS REPORT (SIGNED AIDC SEALED) TO BE PROVIDED UNDER SEPARATE COVER, CONTRACTOR PRIOR TO CONSTRUCTION SHALL REVIEW THE APPROVED TOWERIANTEDsNA/Vt?UNT ANALYSIS REPORT SUPPLIED BY SPRINT AND MODIFY IF RFOUIRECT ALL APPLICABLE MEMBERS AS INDICATED IN CERTIFIED STRUCTURAL REPORTPRIOR TO INSTALLATION ON STRUCTURE, T. THE SIZE, HEIGHT AMICI DIRE`CTaON OF THE ANTENNA SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS, 3. CONTRACTOR SHALL VERIFY HEIGHT OF ANTF..IvNA WITH SPRINT REPRESENTAITIVE, 3. ALL ANTENNA AZIMUTHS ARE TO BE TAKEN FROM TRUE NORTH, CONTRACTOR TO CONFIRM THAT THE SITE 'S COMPLIANT WITH RF WARNINC SIGNACF EMERGENCY SfGNAOE AS REQUIRED BY THE FEDERAL GUIDELINES & AS PER 2 [NEW NORTH ELEVATION SCALE: 1116" -l' -O" — - — --------- RFDS NOT AVAILABLE AT TIME OF ISSUE, CONTRACTOR TO OBTA3N MOST RECENT RFDS FROM SPRINT PRIOR TO CONSTRUCTION i�-11----,---"-------,-----,-,--,-,-,-,.-,-,--.,-----�---,.,--Ill'-"--.--�,--�.1--ll-l�l.-.,j CONTRACTOR TO OBTAIN MOST 'I RECENT RFDS FROM SPRINT PRIOR TO CONSTRUCTION Sprintr')* 6 1 00 5,,R�NT PARKWAY OVM14 ND, PARK 16 662,51 REV ATE P7 R)IN Q,,'SVED RN, CONSTRUCTION ,CENTERLINE SOLUTIONS iEi'f,,leis Nlfmmo-k, 1636,0 TA41LC, MOUNTAdv FARKV,'Al GNde n C 0 3,0AN, 993 329�1, ON= CLEAR CREEK BLDG DEN387 DN63XC104 4251 KIPUNG ST WHEATRI, $033 JEFFERDGESON CCO OUNTY0 DRAVIO� Py CO3 I E, D RI APPROVED BY ML JN KS I= Sprint')',� d,kd�b S R,NT FaAS W.A'✓ OVERLAND PARK Ks Gt','M ZL 5/4/t5 BEV CONST 8/1/14 1 ONST 4/29/15 100% CONST 11/3/14 9OCONST REV.. DATE 711 V, D POP CONSTRUCTION <+>C E N T E R L I IN E S LUMNSb f4i"?b•'<). , 7g d 1 i. ,U"Ks rya., ab.^y..' Fs 18 nt C` ":ABLE M1 k,. N Tiro$ N P iRK A'Aw Co 8'04N CLEAR CREEK BLDG D 387 DN63XC104 4251 KIPLINO ST WHEAT RIDGE, CO 0033 JEFFERSON OUNTY COLOR CODING I.0 nil 4 _----- -------- KIM —___.__aK+v RRUS & FILTERS TO BE RRLIS & FILTERS TO BE WALLtNSTALLE£T PER MFG.'S INSTALLED PER MFV POLE TO BE ; SPECIFICATIONS TO BE j PROIA ECD PRIOR TO PROVIDED PRIOR TO €1mSTALLATPED I OF THE l INSTALLATION OF THE APPROVED EQLHPi ENT PER E APPROVED EQUIPMENT PER LATEST RFDS PROVIDED BYJLATEST RFITS PROVIDED BYSPF 9# a I t PRdNT RRLN d die 4 I � I i RRLI ti 1 y P�E [ EXTERNAL FDLTER St 1 s EXTERNAL j FILTER .. w i FiLTE:R & BRACKET WEIGH7. < s OKG FREQUENCY RANGE: 2500 MHz 360 QCT mm &SER T CPT3C JUNCDON CYLINDER MPO CONNECTOR s t _. �.. m 30 I,It..#._...a._.e i i ............. .....____ G.., 2 FIFER �} CC. i { r43 r. ..; 1's a: t ............... i i, }{ JS J10 -y:D.. , .........., t4iQ.,E ROUTE �SPP (x6) a t ' I POWER t x lL i M M U— �POWER 2; �., _,_. I . _,. __. _ __, ER ILII CTK)N CYLINDER 3 !CONTRACTOR TC INSTALL APPROVED RF FILTER AT S3TES 8T8R RRia REQUIIONG RADAR FILTER PER LATEST RFITS PROVIDED BY SPRINT) . T.. T ;GALE: N.T.S. S p rin t' OVERLAND PARK' w,-, 66-15'� CENTERLINE SOUMONS 16360 TACLEMOUNTA,1N, PARKWAY GoWe"' co 8,140" lo"lll 993 CLEAR CREEK BLDG DEN387 DN63XC104 4251 KIPUNIG ST WHEAT RIDGE, 00 80033 JEFFMON COUNTY ML I JN I KS SHEV MLE EXISTING AC & DC POWER 5/4/15 REV CONST 8/1/14 R CONST 4/29/15 100% CONST 11/3/14 90% CONST 177-771111 CONSTRUCTION CENTERLINE SOUMONS 16360 TACLEMOUNTA,1N, PARKWAY GoWe"' co 8,140" lo"lll 993 CLEAR CREEK BLDG DEN387 DN63XC104 4251 KIPUNIG ST WHEAT RIDGE, 00 80033 JEFFMON COUNTY ML I JN I KS SHEV MLE EXISTING AC & DC POWER *�&ADE NO -OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR *CONTRACTOR WILL VERWY BUSS BAR GROUNDING TO THE TOWER OR RING, �NSPECTKIN WINDOW REQUIRED FOR BUTT CONDUCTOR ALL INTERIOR INSULATION UP EXTERNAL TWO -HOLE AGAJNST THE TOOTHEAD CONNECTORS CONNECTOR RRU GROUNDS STRANDED CU WIRE TINNED GROUND FROM ANTENNA/RRU 3/8"00 l/St REL- 1/4" MIN WITH GREEN 600V THHNer WN SPE I OUNTING PTFE IF F� S/S NUT WN INSULATION, 'SIZE AS 'ED Ws S LOCK 1-1A ASHER s. HYBRID CABLE FLA T GROUND LEAD GROUND BAR CIN— WSHER ANTENNA TOWER E7 N SHIVN*--/' HEAT LHEAT c, SHRINK R',C)"A' i C) 0 'D !(�mi 0, S/S FLAT WASHER `/'­­` —EXISTING 4`02`0 A- THK,, 0 c, VA �0;1 C' TINNED GROUND R CONNECTiONS, S/S BOLT (I OF 6.) 'I. OUTDOOR S SITS USE BLACK HEATS 1 _c� c5 V2� INDOOR SITES -USE CLEAR HEAT' SI "DO NOTF k K DISCONNECT" TAG ON ALL GROUND BAR INTERCONNECTS ------- AND EQUALIZERS TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 x I 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE, I MECHANICAL CONNECTION LUG SCALE° N.T,S. SCALE. N.T.S. ANTENNA MOUNTING--,,, ". NEW 2.5 AN7ENNA ON EX. GR- PIPE (TYP. PER SECTOR) NEW MOUNTING PIPE AS NEEDED PIPE MOUNT GROUNDED TO EX, (TYP, PER SECTOR) NEW 2,5 ANTENNA (TYR, PER SECTOR) SECTOR GROUND BAR -#2 AWC STRANDED cl NEW .5 RRU'S (TYP, INSULATED OND WIRE (TYR) 2PER SECTOR) AWG STRANDED INSULATED GRIP WRE () TYP. JUMPER CAEKES (TYR, X9 PER SECTOR) I NEW FIBER JUNCTION CYLINDER (Typ, PER SECTOR) z F. NEW POWER JUNCTION CYLINDER (TYP, PER SECTOR) EXISTING SPRINT-, (2) EX, SPARE FIBER & OC POWER-­ MMSS CABINET CABLES tN PE PIPES TO BE CONNECTED 7, TO NEW POWER & FIBER JUNCTION EXISTSNG SPRINT- C-nJN0ERS (TYP, PER SECTOR) 1. 1-4 F BATTERY CABINET EMSTING MEDUSA BREAKOUT-"' CYLINDER (TYR PER SECTOR) Q al. EXISTING HYSMFLEX CABLE-,,, 2,5 RR U GROUNDED TO EX, (TYP, PER SECTOR) SECTOR GROUND BAR _tI.-Ij w_..___,. -EMSTNG GROUND RAN J ZOUNDING RISER DIAGRAM SCALE. N,T,& I R IS p ri n t) -to f., 10c, SPMNI� plllRil%VMl OVTRLD PAPY, 662,S1 Z 5/4/15 REV CONST 8/1/14 FINAL CONST 4/29/15 100% CONST 11/3/14 90% CONST REV T -7 "' IF 1 CONSTRUCTION C E N T E R L I N E SOLUTIONS NIP ORNAIMAN CLEAR CREEK BLDG DEN387 DN63XC104 4251 MPU NG ST WHEAT RIDGE. DO SD033 JEFFERSON COUNTY L N KS GROUNDING DETAILS I I FOR OFFICE USE ONLY I City of Wh6zttfkdw CoNAMUNHY vMt-jN Date: � � µ PlanlPermit # Plan Review Fee: C, Bung Permit Application ft 1 0 I.F4,20 Z4 Address: QtL, S�tate, Zi ArchitectlEngineer E-ail: m Phone: Electrical: Plumbing: Mechanical: W.R. City License # W,R� City License # W.R, City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # k- Complete all information on BOTH sides of this form # jN 4- !roe tevc,, _5 4L:� r Btu's Squares re—T =# Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distance proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, casements or restrictions of record, that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility lor compliance with applicable City of Wheat Ridge codes and ordinances for work under any perritit issued based on this application, that I am the lc gil o8vner or have been authorized by the legal owner of the property to perfearn the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE 0AW (OWNM (CONTRACTOR) REPRESENTATIVE) of (OWNER) (CONTRACTOR XRENA DATE- StGNATURE, ::�� Building Division Valuation: $ ------- On behalf of at&t asm � , Pete Langdorf Ogilvie Properties Denver, CO 80203 (n Ce P/ RE: Request for Landlord Consent to add and modify antennas at 4251 Kipling St, Wheat Ridge, Colorado 80033 for current tenant: New Cingular Wireless PCS, LLC (successor In Interest to AT&T Wireless) (AT&T) Site: 30 & YJpling COL01062 ME= Swap out of obsolete electronics cabinets, antenna and other equipment at the site. This may Include replacement of cabling and mounting apparatus and the temporary redundancy of equinment within the le-a Lnm & (12) months. aaaas January 29, 2015 Our of was requested to perform a structural review of the mounting conditions for proposed equipment to be installed at the above referenced site. All antennas will be installed and/or replaced at an elevation of 51 feet above the ground. Additional telecommunication equipment will be installed on the proposed roof mounts. Powder River Development Services, LLC 820 West Indiantown Road - Suite 104 Jupiter, Ft, 33458 561,972,5511 -office *14E4) M&M.8855 - flax AT&T.- COL01062 Page 2 Alount ('onipliance Letler - (Rev, 01) January 29, 2015 ASCE 7-10: Minimurn Design Loads • Wind Exposure'C' for Buildings and Other Structures * Seismic Design Category: B Maps from ASCE 7-05) Powder River Development Services, I. certifies that proposed equipment support conditions including mounting arms, and/or all other aspects of the mounting structure are STRUCTURALLY ADEQUATE and they will support the proposed equipment configuration referenced above. If any of the existing and/or proposed conditions described on this letter are difTerent, such conditions shall be brought immediately in writing to the engineer of record attention. If you have any additional questions, please feel free to call our office. Sincerely, Powder River Development Services, TAT C Enrique J. Morales, PE Colorado License No. 43959 January 28, 2015 PROPOSED CONDITIONS - ALL SECTORS DATE; 01/29/2015 T R I POD MOUNT P LAN AN VIEW CHECKED` Ali i111 SITE NAME: +►, NUMBER: Woo *We •. i 83616 4251 KIPLING STREET WHEAT RIDGE, CO 80033 NEW PROPOSED ANTENNA PANEL ENCLOSURE (24 DMETER CANISTER ENCLOSURE, L=96' MAXIMUM) 2-7/8" 0 STD PIPE L= 1 20" NEW PROPOSED ANTENNA - ALL, SECTORS ATTACH ANTENNA TO THE MAST AS PER THE MANUFACTURER'S RECOMMENDATIONS (TYP,) 500# RE=RED COUNTERWEIGHT (AT ALL BASE TRAYS TYPICAL) NEW PROPOSED NON-PENETRATING HEAVY DUTY TRIPOD MOUNT (VALMONT SITEPROI PART # TRPD-HD OR APPROVED EQUAL) INSTALL SIX (6) 4'X18"X48" NEW RUBBER MATS UNDER THE MOUNT (VALMONT SITEPROl PART # AT18 OR APPROVED EQUAL), Jamiat�v 28, 2015 00 # REQUIRED COUNTERWEIGHT (AT ALL BASE TRAYS TYPICAL) PROPOSED T MOUNT ISOMETRIC SITE NAME: 38TH & ■R III 1/2'= SITE NUMBER: i !t • 4251 KIPLING STREET DE7A!L WHEAT 80033 January 28, 201 19 13/32 : (REF.) NEW PROPOSED NON-PENETRATING RRU 19 13/32 MOUNT (VALMONT SREPROI (REF.) PART # RT - -RRU5 OR APPROVED EQUAL) .._ f 1 NEW PROPOSED (REF.) .,, (R 2 - -7/6" 0 STU PIPE. NON- PENE°YRATING RRU MOUNT (VALMONT SITEPROI PART # RT -RRU5 OR PROVED EQUAL) 39 5/8 (RED.) 63 1/2 (REF.) 3 7/6 (REF.) m _ o INSTALL, TWO (6) "X40 "X47" NEW RUBBER MATS UNDER THE MOUNT'. y; w NEW PROPOSED NON-PENETRATING RRU MOUNT (VALMONT StTEPR01 PART # RT-RRU5 OR APPROVED EQUAL) 600 If REQUIRED COUNTERWEIGHT (TOTAL - SPLIT BETWEEN TRAYS) DATE: 01/29/2015 CHECKED BY: EM SCALE: 1/2" = V-0' REV EM DETAIL: SK-5 January 28, 2015 1 O ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE, Jwiuf, 28, 2011 11 . SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL PROPOSED CONDITIONS - ALL SECTORS DATE: 01/2q/2015 STRUCTURAL NOTES POWDER RI SITE NAME: 38TH & KIPLING SCALE: NTS Davekln ne'0 Swvk ,, g, ' J"' 219S. SITE NUMR: COL010 BE 62 W"Ie "Male Ave. Eagle, ID 83616 4251 KIPLING STREET 2W938,N4 www' powdeniverdev,mn WHEAT RIDGE, CO 80033 SK-6 • u" �► SITE INFORMATION STRUCTURE OWNER: WIRELESS CAPITAL PARTNERS SITE E. 38TH AN KIPLING SITE NUMBER: COL01062 FA NUMBER: 10093832 SITE ADDRESS: 4251 KIPUNG STREET DATE; WHEAT RIDGE, CO 80033 COUNTY. JEFFERSON LA UDE: 39' 46' 33.97 N LONGITUDE: 105` 06' 36.68" W LAT /LONG E: NAD 83 GROUND ELEVATION: 5366' AMSL ZONING JURISDICTION; CITY OF WHEAT RIDGE PARCEL : 39- 214 --01 -002 SITE ACQ MANAGER: EDIE VALDEZ -KOELE (303) 334 -2803 RF ENGINEER: ERICSON FELICIANO (469) 450 -7910 A & E MANAGER: KRISTINA ROSS (303) 334 -2802 COST. MANAGER: BENJAMIN VU (303) 334 -2813 VICINITY A, r DR IVING D IRECTIONS • s 1-70 WEST TO KIPUNG (HWY 391), SOUTH TO 43RD AVE. RIGHT THEN LEFT INTO CLEAR CREEK OFFICE PARK. LOCKBOX NEAR DO OR O RO DOOR GO THROUGH THAT • r CODE IS 1997* NIU'S IN TELCO CLOSET ON 1ST FLOOR AT STAIRS, DO NOT SCA """ APPROVALS DRAWING INDEX SH a DESCRIPTION: AT &T (RF): DATE: AT &T (CONSTRUCTION): DATE: AT &T SITE ACQUISITION. DATE: LANDLORD: DATE; CONSTRUCTION MANAGER: DATE. SCOPE. DATE: A-6_ C CONSTRUCTION DRAWING INDEX SH a DESCRIPTION: T —"f TITLE SHEET A -1 S ITE PLAN _ µ A -2 EXISTING EQUI PLAN A -3 BUI LDING ELEVATI A -4 BUILDIN ELEVATIONS ��_ ...._ � . �� ... A -5 E E3tJlLC}ING E LEVATIONS A-6_ ANTENNA FLANS _.�....�.�..�._...�. .`.1 LEI) DETAIL �. . E -1 ELECTRICAL DETAI E-- 2 ELECTRICAL DETAILS GN -1 GENERAL NOTES GN -2 GENERAL NOTES C CONSTRUCTION INTERNATI ROOF O 2014 NATIONAL ELECTRICAL CODE (MIN,); ANSI/TIA-222 STRUCTURAL STANDARD WIND DESIGN: 105 MPH (3 SEC GUST), ASCE 7-10: MINIMUM DESIGN LOADS WIND EXPOSURE 'C' FOR BUILDINGS AND OTHER STRUCTURES SEISMIC DESIGN CATEGORY: B MAPS FROM ASCE 7-05) s JL JL 4 P O W D E R Deve�opfnenl, Services, LL" om DRAWN BY: ccm, I REV I DATE I DESC.MIMON I olT I THESE PLANS AND SPECIrICATONS AS MSTRUMENTS of •°`"... SCRACE, ARE AND SHALL REMMN K PKWE:RTY Of POWDER R RNER DEVELOPMENT SERVpC.`E"a` LLC WNE'7eiED THE PROJECTS POP VtHOH !w T ^ HEY ARE MADE ARE 'XECiF1E`C> EIE? MET, THESE DRAWIN AND SFECWXAT0" >NA.LL NOT RE 4150 BY ANY PERSON OP Efi6 TY ESN LtTFFEd'T. x PRWE0S %M}THOUT PROP WP#TTEN CON! ENYFttYGEk. SITE �NFORMXTQN rt. w r • �. am SHEET NUMBER Tom" c z TT'as } 2 "'_'Z _TP. ,:E 2r "s s aEt 'sRE rc 6 P R.P A Y i. OB �" . NS;"ai3 'C,$fp RE44E0V CCrlA DISCLAIMER ------------- THESE DRAWINGS WERE PRODUCED WMOUT THE BDWM Of A CURRENT LAND SURVEY, ALL PROPERTY UNES, WEWENTS AND SEWCKS SHALL BE VERWTED PWR TO START Of CONSTRUCDON, POWDER RIVER DMOPMENT SERVICES, LLC DOES NOT GUARWrEE THE ACCUWY OF SAO PROPERTY UNES, EASDANTS AND SETBACKS, W 4 3RD NVE, - _..__EXISTiNG PARKlNr AREA--- m EXISTING CABLE­-" TRAY EXiSTI NO MICROWAVE DISH N UNCOVERED CABLE (TYP.) L EXISTING B(flLUNG n EMSTING ROOF / EXHAUST ON ROOF CURB VERTICAL ' ,----EXtSPNG CABLE TRAYS EXHAUST VENT AT&T ALPHA SECTOR /* Ex6TtNG >_0 HVAC , r----EXIST�NG 000 ' __._EXlSTiNG NEXTEL 000 EQUIPMENT AREA EXIST'NG ANTENNAS (OTHER CARRtER) EXISTING ANTENNAS (OTHER CARRIER) I SITE PLAN (OR) I" = 40' (1107) 1 -- ----- --- - - --------- E yam. � 8 EX' :TINE PRH UNIT (2 PER SECTOR, 6 TOTAL) EXISTING ANTENNA, TO REMAN—, (3 PER SECTOR, 9 TOTAL) Im TOP OF AT&T ANT�ENNA '-0 54 AGE. GENTEEL AT&T AAT RAD R 7 r --- 7 52'-0" AGL, A A A EXISTM GSNI ANTENNA, A TO BE REPLACED (I PER SECTOR, 3 TOTAL) EXGTiNG RRH SLED, TO BE REPLACED (I PER SECTOR, 3 TOTAL) EXISTING DC2 SURGE SUPPRE ' SSOR, 70 BE REMOVED (I PER SEC: OR, 3 TOTAL) PRoposm Rm su (I PER SWIM 3 1W EMPNG R UNIT, RELOCATED TO NEW PLED (2 PER SECTOR, 6 10TAL) EXISTING ANTENNA— (3 PER SECTOR, 9 TOTAL.) Exll',MIG FC12 ENCLOSURE, 10 BE REMOVED ,-- EXISTING VERTICAL CABLE TRAY 11 I! 1 A I I 1 0 1 x I A I III It Yl IYI fi I A BU LDIEIG PAPAPEJ WALL ----7,�4770 A AGL, BUVDING ROOF DECK II EXISTING VERMAL CABLE TRAY ol ,AI #I -I It I NORTH ELEVATION (PROPOSED) oil BUILDING PARAPET WALE.,6 54 R D D 0 'L 7-1-7 " O� 1 3— Al I At I I I I I I ='' E = = E, E =,, , BU LDIEIG PAPAPEJ WALL ----7,�4770 A AGL, BUVDING ROOF DECK II EXISTING VERMAL CABLE TRAY ol ,AI #I -I It I NORTH ELEVATION (PROPOSED) oil BUILDING PARAPET WALE.,6 54 R D D 0 'L 7-1-7 " O� 1 3— Al I At I I I at&t • ,e AlOW a!I P 0 WDER RIVE R , f op, es LC www.powdenivwdev.com UCENSE #� N/A DRAWN BY: ccm REVISIONS -- 7PT 0 --- TI NI TE SERVICE, ARE AND SmALL REMUN THE ppoKm or POWDER RNIER DMOPMENT SERACES LLC WHETHER THE PROJECTS FOR MICH THEY ARE MADE ARE EXECUTED COY NOT, THESE DRAMNOS AND SPEGIMATKNS "LL NOT BE USED BY ANY PV-RS,)N OR EN €!'Y ON OTHER PRWECTS WIII40UT MOR WITEN CONSENT V` THE EMOBER I I I ='' E = at&t • ,e AlOW a!I P 0 WDER RIVE R , f op, es LC www.powdenivwdev.com UCENSE #� N/A DRAWN BY: ccm REVISIONS -- 7PT 0 --- TI NI TE SERVICE, ARE AND SmALL REMUN THE ppoKm or POWDER RNIER DMOPMENT SERACES LLC WHETHER THE PROJECTS FOR MICH THEY ARE MADE ARE EXECUTED COY NOT, THESE DRAMNOS AND SPEGIMATKNS "LL NOT BE USED BY ANY PV-RS,)N OR EN €!'Y ON OTHER PRWECTS WIII40UT MOR WITEN CONSENT V` THE EMOBER EX611NG RRH SLED, TO BE REPLACED PER SECTOR, 3 TOTAL) EXiST?NG GSM ANTENNA TO L BE REPACE6 (I PER SECTOR, 3 TOTAL) BLM - DiNG, PARAPET WAI.L./T11011P OF ATI&Y" A14TIEIN�1'11AI AGL- D � 4 �Bffi',ALCHNG R0,0F [DECK H C��� 53 -0 AGL. * !BlUfL,.[)ING�IP"A"R�IAIIP'tE�'T Wl'llA�-LlL/Tl0lPl' 0-11F �All',&T_AIAINTENNA 54 --0" AGL, BUILDiNG POOP DE 5 CK .1 �2 � ':'Or D AGE FHI FHED GRADE EXIS11NG DC2 SURGE SLJPPRESS0fC TO BE REMOVED PER SECTOR, 3 TCOAQ EMTING RRH UNiT (2 PER SECTOR, 6 TOTAL'� EXSTING AN . rENNA, TO REMA➢N (3 PER SECTOR,, 9 10TAL) BUKL8NO FIENTHOLT"E 6 �4O A - �L —EMSTING ANTENNS (OTHERS) a <� a A UMTS ANTENNA --EXfSTING ANTENNS (I PER SECTOR, 3 TOTAL) (SiHER�',) a a a a a� " a *, a a A A A I T T 11"i YF Yl SOUTH ELEVATION (PROPOSED) • A0 POWDER RIVER Dmveiapywri� services www,powderriverdev.com LICENSE #, N/A DRAWN BY: ("C'm REViS�ONS 02/03/15 iSWEO I TL;2 R R� 1 Ll' A. 'W Y L NST c'S4Ti 4WR' 8 /29/14 SSUF ", "'W 08/14 SSUED rOR REV�RN RE ccm :.LU 43959 TMESE PLANS AND SPE0FWATHO4r, AS MONUMENTS OF SERCE, ARE AND SMALL REMN THE PROPERry Or POWDER RVVER MVELOPMENT SMOCES IAL WHETHER THE PRSUECTS FOR WHK" THEY ARE MADE ARE EXECWTS) OR NOT, n4[%E DRAMNOS AND SPE0FICARDN', BALL NOT BE USED BY ANY PERSON OR ENTTf ON OTHER PROJECM WTb*Lf' PR*R WRiTfEN CONSENT OF THE EXISTING RRH SLED I F EX6TING RRM UMT TO BE REPLACE6 PER SECTOR, 6 TOTAL) (I PER SECTOR. 3 TOTAL) EXISTING ANTENNA, TO REkIMN------\ EXIS �NG DC2 SURGE SUPPRESSOR, (3 PER SECTOR, 9 TOT L) RUB ONG f"ENTHOUSE TO BE REMCM-M (I PER SECTOR, 3 TOTAL) T A TOP OF AT&T A"NIENN tj� AGE. 61 -0" AGE. AT&T RAD CENTER EXISTING fOJR -- ,D!NG--- 58 -0' AGL, BUILDING PARAPET WALL. `TOP OF AT&T ANTELNNA r T'` AGL, CK G R�'�OF� E)F(- BULMNG ROOF' DE M�N K 0 A 53 -0 AGL, EXISTING ANTENNA -------- (OTHERS, Typ) A T&T T&T RAD CENTER EXISTING' GSM ANTENNA, TO BE REPLACED (I PER SECTOR, 3 TOTAL) FINISHED GRADE PRopom fm sm (I POt SVMM 3 TOTAL) EXISTING RRH NMI,— RE1,0CAIL ED TO NEW SLED (2 PER SECTOR, 6 TOTAL) WINQ M W r ' ����I��uii . lid P wwmpowdeniverdevxom LICENSE : N/A DRAWN BY: ccm EEMSIONE Ate= �aa e sc ip'rz'4 at 2, 103,e 1 Sr *� s"a�"v'M F 4"Jtda` TR q ? a r 2' / 4 dfiSUEL? FOR C€idd :rR. RYdR k: 12 ttA,d i 4 ISStJEY➢ FOR Fk"vYs;W t;d�kd I r * • r s A � PROPOSED NON -PENETRAllNG HEAVY DUTY TRP00 MOUNT (VALMONT SITEPR01 PART # TRPD--HD OR APPROVED EQUAL) 500# REQUIRED COUNTERWEIGHT (AT ALL BASE TRAYS TYPiCAQ PROPOSED ANTENNA (TYR) PROPOSES ANTENNA PANEL ENCLOSURE (24 DIAMETER CANIOTER ENCLOSuRE, 4-=96" MAXPMUM) 2-7/8" 0 STD PIPE - I -= 1 20" ATTACH ANTENNA TO THE MAST AS PER THE MANUFACTURER'S RECOMMENDATIONS 500# PEWRED COUNTERWEIGi9 (AT ALL BASE TRAYS TYP'lCAL) NEW PROPOSED ANTENNA PANEL ENCLOSURE (24 DIAMETER CANISTER ENCLOSURE., L=96" MAXIMUM) PROPOSED NON- RENE I RATING HIENVY DUTY TRIPOD MOUNT (VALMONT S�TEPROI PART # TRPD-HD OR APPROVED EQUAL) INSTALL SfX (6) 1/2 NEW RUBBER MATS UNDER THE MOUNT (VALMONT SITEPROI PART # MAT 18 OR APPROVED EQUAL), PROPOSED ANTE14NA PANEL ENCLOSURE (24" DIAMETER CANISTER, ENCLOSURE, L=96" MAXIMUM) PROPOSED NON--PENFTPAT�NG HEAVY DUTY TRIPOD MOUNT (VALMONT '31TEPROl PART # RPD--HD OR APPROVED ECUAL) - 00 # REQUIRED COUNIERWEIGHT (AT ALL. BASE TRAYS TYPICAL) JL & • ,AA • 0 WDE R R IVE R Dewek)pnn(W't sevic'es' LLG www-pomdemverdev,com UCENSE #� N/A DRAWN BY: c C'm RE'OSLONS RLN DATi )ESlRlPn0N W 1 0 1 02/03/�5 PSSUED FOR CONSIR B 12/29/1 ED FOR C ' 4'4wj INSUlD 1. ' 111AN ' cc • # PROPOSED NON-PENETRAT ING RRU MOUNT (VALMONT SiTEPROI PART # PT--RRU5 OR APPROVED EQUAL) F I i INSTALL TWO (6) 1/2"X40"X47" NEW RUBBER MATS UNDER THE 2-7/8" 0 STD PIPE PROPOSED NON-- RE NETRATING RRU MOUNT VALMONT SSTEPROI PART # RT--RRU5 OR APPROVED EQUAL) 600 # REO JIRED COUNTERWEIGHT (TOTAL - SPLIT BETWEEN TRAYS) �11, "L L RRH SLED DETAILS L!N�T N. 2..j m EXISTING 24V DC BATTERY BANK mmmm CABLE k CONFIGURATION LTE BASE BAN D UNIT 1 (2) #10 THHN/THWN/VW-1 TYPE TC-ER I lt 7 GROU ''�w esi�e.aes. .�.wnw. wwn� mss' LOCATED WITHIN TO EXISTING MASTER PROPOSED GROUNDING BAR N i [ FIBER OPTIC I CABLE k �u 1. INSTALL ADDITIONAL CIRCUITS TO RECTIFIERS AS REQUIRED TO PROVIDE -48 DC POWER FOR LTE SYSTEM, TYPICAL FIBER & DC ONE LINE DIAGRAM (ROOFTOP -PER SECTOR) ���,�� �I.T.s. 1 DO CIRCUIT SCHEDULE CONFIGURATION LTE BASE BAN D UNIT 1 (2) #10 THHN/THWN/VW-1 TYPE TC-ER I (2) #8 CLASS 8 111 OR IV TELCO FLEX E -48V DC CIRCUIT -48V CABLE (QW RAYCAP SURGE SUPPRESSOR RAYCAP SURGE SUPPRESSOR (2) #8 THHN/THWN/VW-1 .• « * DC CAB 1 RAYCAP SURGE SUPPRESSOR RRH REMOTE (1) #12 THHN/THWN/VW DC6-48-60-18-8F RADIO HEAD TYP .; 1 1. INSTALL ADDITIONAL CIRCUITS TO RECTIFIERS AS REQUIRED TO PROVIDE -48 DC POWER FOR LTE SYSTEM, TYPICAL FIBER & DC ONE LINE DIAGRAM (ROOFTOP -PER SECTOR) ���,�� �I.T.s. 1 �ILING ���425 STREET, WHEAT RIDGE, CO 80033 71im EVER 7. LTE POWER WIRING SHALL BE IN ACCORDANCE WITH ATT-002-290-531, 8. GROUND CONDUCTOR MINIMUM SIZE SHALL BE 750 KCMIL FOR POWER PLANT CAPACITY GREATER THAN OR EQUAL TO 1,200 AMP F -- - -- --- ' �F L- ELECTRICAL SCOPE OF WORK (PROVIDED BY OTHERS) "NS 1 1 GENERAL CONSTRUCTION NOTES: 7. FOR THE PURPOSE OF CONSTRUC DRAWINGS THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR: TBD SUBCONTRACTOR: TBD 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT &T PROJECT SPECIFICATIONS, 12, ERECTION SHALL BE DONE IN A WORK MANUKE MANNER BY COMPETENT EXPERIENCED PRACTICE, Al MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13, SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION, SUB CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, D DISPOSE OF ALL 14. WORK PREV10USLY COMPLETED REPRESENTED WORK FOR THIS PROJECT IS BY DARK SHADED LINES AND NOTES. SUB CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS PRIOR DRAWING BEGINNING CONSTRUCTION. PROVIDE 15. SUBCONTRACTOR SHALL TO THE COMMENCEMENT OF WORK. 16, THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING ANI STRUCTURES, ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTORS ]EXPENSE TO THE SATISFACTION OF THE OWNER. AB B R A.B. ABV, ACCA ADDL A,F,F, A,F,G, ALUM. ALT, ANT. APRX, ARCH. AWG. BLDG. BLK. BLKG, BM. B,N, BRCW. B.O.F. B/U CAB. CANT, C'I'P, CLG. CLR. COL. CONC, CONN, CONST. CONT, d DBL, DEPT. D.F. DA. DIAG. DIM, DWG. DWL. E.A. EL, ELEC, ELEV. Elvit E,N, ENG. EQ. w I LEGEND A&R. 2EENITION EXP. EXPANSION EXST,(E) EXISTING EXT, EXTERIOR FAB. FABRICATION(OR) F.F. FINISH FLOOR F.G. FINISH GRADE FIN. FINISH(ED) FLk FLOOR FDN, FOUNDATION F,O,C. FACE OF CONCRETE F,O,M, FACE OF MASONRY F.O,S, FACE OF STUD F.O.W. FACE OF WALL F,S, FINISH SURFACE FT-( FOOT (FEET) FTG. FOOTING G, GROWTH (CABINET) GA. GAUGE GL GALVANIZED G.F.I. GROUND FAULT CIRCUIT SPEC. INTERRUPTER GLB,(GLU—LAM) GLUE LAMINATED BEAM GPS GLOBAL POSITIONING SYSTEM GRND, GROUND HDR, HEADER HGR, HANGER HT. HEIGHT ICGB, ISOLATED COPPER THICK(NESS) GROUND BUS IN,(') INCH(ES) INT, INTERIOR LB.() POUND(S) L.B. LAG BOLTS L,F, LINEAR FEET (FOOT) L. LONG( ITUDINAL) MAS, MASONRY MAX. MAXIMUM M'S, MACHINE BOLT MECH, MECHANICAL MFR, MANUFACTURER MIN, MINIMUM mlsc, MISCELLANEOUS MTL, METAL (N) NEW NO.() NUMBER N.T.S. NOT TO SCALE O,C, ON CENTER R CHAIN LINK FENCING OPNG. OPENING PX PRECAST CONCRETE PCs PERSONAL COMMUNICATION SERVICES PLY. PLYWOOD Ppc POWER PROTECTION CABINET PRC PRIMARY RADIO CABINET P.S.F. POUNDS PER SQUARE FOOT P.Sl POUNDS PER SQUARE INCH P.T. PRESSURE TREATED PWW POWER (CABINET) OTY. QUANTITY RAD,(R) RADIUS REF. REFERENCE REINF. REINFORCEMENT(ING) REQD. REQUIRED RGS. RIGID GALVANIZED STELL RRH, REMOTE RADIO HEAD SCH, SCHEDULE SHT. SHEET Sim, SIMILAR SPEC. SPECIFICATION(S) SQ. SQUARE S.S. STAINLESS STEEL STD. STANDARD STL. STEEL STRUC. STRUCTURAL TEMP, TEMPORARY THK, THICK(NESS) TMA TOWER MOUNTED AMPLIFIER T.N. TOE NAIL T.O.A. TOP OF ANTENNA T,O,C, TOP OF CURB T.O.F. TOP OF FOUNDATION T.OF, TOP OF PLATE (PARAPET) T,O,S, TOP OF STEEL tO,W. TOP OF WALL TYPI TYPICAL U.S. UNDERGROUND U.L. UNDERWRITERS LABORATORY U,N,O, UNLESS NOTED OTHERWISE VJ.F. VERIFY IN FIELD W WIDE (WIDTH) W/ WITH W,P, WEATHERPROOF WT. WEIGHT t CENTERLINE it PLATE —x— CHAIN LINK FENCING 4) GRID REFERENCE @ DETAIL REFERENCE 4t� ELEVATION REFERENCE SECTION REFERENCE I& GROUND ROD PTNTM-Mjlllit� • MECHANICAL GRND. CONN, S ME R, dr M v it POWD ER RIVER Deve Services, '"LC www,powdeniverdev,com LICENSE #. N/A DRAWN BY: ccm REViSIONS 11 - T - '11110111EJ. 1.11 k - 1 -T DAT GROUT OR PLASTER (E) BRICK (E) WOOD FRAME CONCRETE EARTH GRAVEL PLYWOOD SAND WOOD CONT. WOOD BLOCKING STEEL S ME R, dr M v it POWD ER RIVER Deve Services, '"LC www,powdeniverdev,com LICENSE #. N/A DRAWN BY: ccm REViSIONS 11 - T - '11110111EJ. 1.11 k - 1 -T DAT City ICA catcge - 0"'AMUNrry Dtvtt,oi 9A1 klninn iT"' 0033 Mailing Address: (if different than property address) Address: ante a eve City, State, Zip O of AT&T Mobility, K"n Loomis Project Manager HZEM= 2= ME= LOME=. gqw!III 101111 1 CIRCLEONE (OWNER) (CONT"CT OR) a(AVTHORfZEDRFPRLSENTA7TtT) of(OWNER) (CON OR) I Bldg Valuation: I" e vc� (- I August 6, 2014 City of Wheat Ridge Attn: Melissa Mackey 7500 W. 29"' Ave W�eat jidge, j"O 11111111 1 1� 0 111�11 REHMM It was identified that a check was not included in the recent submission of the antenna site referenced above. Please use the attached check for submission of the building pennit in the amount of 132.80. 7025 S Revere Pkwy, Ste 100, Centennial, CO 80112 oil w .781 N It 4 Y R City o Wh ea t R 75M W 20TH AVE UAM i *' waemft: 6Dso e "VY vw &bd't¢ ted ofor W 41Ew*e 8u;;" M� p;Vng Via.,'• Y a r�' o pu of this WbiiO kv %dtt;pping pus'ya e w, h (A, - -.:xi and •cowl ml %Wt in au'ddionsO fiaMna c..fiar iawa, Akxaag WWI the C,naaca iggcn of Your fiaOOEX a xoird ntxe¢ews .- , �n ,t., Us a. k da. iy 1 ,. � onx�,� https :// . edex. oml i / i ton. dle? od=doCo tin 8/2/201 �x A AA A > 800 N HA ST W DEN waemft: 6Dso e "VY vw &bd't¢ ted ofor W 41Ew*e 8u;;" M� p;Vng Via.,'• Y a r�' o pu of this WbiiO kv %dtt;pping pus'ya e w, h (A, - -.:xi and •cowl ml %Wt in au'ddionsO fiaMna c..fiar iawa, Akxaag WWI the C,naaca iggcn of Your fiaOOEX a xoird ntxe¢ews .- , �n ,t., Us a. k da. iy 1 ,. � onx�,� https :// . edex. oml i / i ton. dle? od=doCo tin 8/2/201 r' I n corRorated Structural Engineers x rt • x rt * " dl� plNlim � . t4 � t. 1t` r « * 1 APPROVED 1 *. Subject to FieU Inspections W Wheat Ridge BU0111 v Signed�_A;�W� -- Plan checker PREPAREDFOR l Integrated Design Services 65 Revere P kwy — Suite 22 Centennial, CO 80111 ° ! ! a maim PO Box 50039 # Phoenix, Arizona * $6076 * Office: (602) 403-8614 # Fax: (623) 321-1283 * www.1SE4NCb1z . - I F- - fMJMJFM= ME► PO Box 50039 # Phoenix, Arizona * 85076 * Officc (602) 403-8614 * Fax, (623) 321-1283 * WWWJSE-1NC.b1z REZA= Matt Archer Integrated Design Services 6551 S. Revere Pkwy - Suite 220 Centennial, CO 80111 Subject: Structural Evaluation • existing building structure for proposed AT&T antenna additions, AT&T Site Designation: AT&T COL01062 38 11, and Kipling 4251 Kipling Street Wheat Ridge, CO 80033 Tower Owner/Site ID: New Clear Creek Per our analysis: 1. The existing building structure has adequate capacity to support the proposed loading under 90 mph wind conditions as prescribed by ANSIMA-222-G. 7H. t[Aj;mjm'L:"1ffA L4'ffrAfd11rCJ "-- -1 - Mill 11 flut # We are pleased to have been of service for this project. If you have any questions please feel free to give us a call. N Incor p2ra t ed Structural Engineers Telecommunications & Industrial Design TitleSheet..... .................................................................................. ............,.................1 ExecutiveSummary ......... ............................................................., ................,.............. 2 Tableof Co ntents ........................................................................... ............................... Project Information .... .............. .............. ..... .... ......... .,,,..................... ............................... 4 Analysis& Results ....................................................................... ............................... 4 -7 Conclusions & Recommendations ......... ....... ............ ................ ...... ........................ ..... - 7 [ I RaMMIZ= N . 111117111i MINI!` l ''M Ili III 11930mm. Code Compliance: IBC 2012,115 MPH Ultimate Wind Reducible per 1609.1.1 — Exception 5 Wind: ANSI/EIA/TIA-222-G, 90 MPH (3-Sec Gust) Basic Wind Speed, Structure Class 11, Exposure C, Topographic Category I A ME= AN&YSIS &RESULTS: umzz��� 9 Project Documentation Provided by Customer: IWASOMOM • ['*-fqqq=ff #I t IIIIF i 1:11111 , i � n 1111 11 1 1rul ill 11 �: 1 1 lipill mi 11 , 1 i i &MMULM91. MELEM am rt sm ft'r wo �ww 1/2'A "mw &XV . . . ............... . USJXKJ, No SSE No SC AU mtw Ate wx "A KAM i -MV t wo �ww 1/2'A "mw &XV . . . ............... . USJXKJ, No SSE No SC AU •. . , = 0 ISE, IncoMorated Structural Engineers Telecommunications & Industrial Design PO Box $0039 * Phoenix, Arizona * 05076 # Office: (602) 403-8614 # Fax: (623) 3214283 # www.1SE4NC.b1z Per Black & Veatch structural report, the existing roof of the building structure was designed to a live load of 80 psf. The rooftop has adequate capacity to support the loads imposed at the proposed configuration in each sector location. ��i Vgtu* MA141t On the basis of our analytical and comparative engineering evaluation we find that the existing building structure has adequate capacity for the proposed AT&T antenna and equipment configurations. This analysis assumes that the existing structures are in adequate condition to carry their full design capacity. We are pleased to have been of service for this project. If you have any questions regarding this report please feel free to give us a call. 0 I , Mark Johns Area Manager C&E — Cell Site Implementation AT&T Mobty — Rocky Mountain Region (303) 643-3728 (Office) (303) 8854573 (Mobile) +1 913-458-7944 1 CONNAWAYT@BV.COM RE: 1017SATTCO-S (REV 1) /38th&Kipling(COU1062) AT&T Turf RMR Site This letter is to confirm Black & Veatch's structural review of the building located at 4251 OW 4 ikwil 9,1112 1 1 I g $I A j1Kq#t;W4An![11j. 0 0 #. N -tam mount M= Travis Q. Connaway, E.I.T. ZEMHEMMM� Is Owner Computed By � �v 0 . nt _ - !unit pate ject No. z c File No. Verified y .14 #C d i Titte pate Page of O W.W- t f k „w 4 ♦ � � Y y¢r �F yy i # ( s } 7 so 1 Add M4 ° '- Q mod+ -Al -tA) rrt�. t 'W Yw Y R P t ,¢ M 4) -*c Apm s ° � tr►tra i Ai' rc' x i a ,wslYat. CR�¢� 'YMr4+k NXkt�?" t. GAP. t a Revised, Superseded, a nd Void Calculations Must Be Clearty identified, Initiated, and b at ed b the Responsible Individuat. PGN -177 Revised, Superseded, and Vold Calcutatlons Must Be Cleatty IdentIfied, Initiated, and Dated by th e R espons i biv d b ! t i j 7 t P f �g ay..��!! pp j�n 1�, *T l'b A Tf Y!,. AS r �r tic i }# .kM^ "n'dg �" d'r "�C.y'4.«RFR ri *� � • i $ � M ( ie°w€'�y � � t J„�}� P f�UX1[ 4 440A�rfT IV 6 ' r1 (7 d�a °, YP* fx r u#sY a } i9 t63PY * P8 A"C- jf'� �p1���rfyx� AM1 �„M{I1�7 4 \ NJx UJI U q a. 4F' FF 4✓ a PG C y d 6! p eVA°f I Y O CY. � #yny !! .pip"w� LU f it. j/44 �Fir _y r F s ( -F i �1Pn x. / ♦ iY xP ° °� � y�' Imo'" .�� /�[�+�' i n y m` Y v Y4 * e 4 I" i.N!^ ./i��" R "wM1 YO�tl a I"^+#wsiPJ r'NdlY7�iC. ee�� p 6 Wto y f e w 1 ♦ , F Ml +~ 8 !!`` 0 Revised, Superseded, and Vold Calcutatlons Must Be Cleatty IdentIfied, Initiated, and Dated by th e R espons i biv MEHE r • ' M-72 i i.. "17LITWIT11143 a AT&T Tutf RMR Site r . w Chtis A. Kmflt Pg. Owne �. Plant - Unit SLA �ttt YYi#pp yy�y TM iRYIP Y # # d ♦ A d ;I1, A 4 #: III ## ME lF 0 I ... �. «o AIf •If� AR ��M �.i6 #llAilR, ftWsW .5 Vold t *tu gust ft CUstly E , ItiftWd. aind Catw twOw - 'timse lrrx mAwl 4dkax umric. axrvwuda.. va�4 =ixs mmm X11 i ...w...wwww✓w .w v ..m. aF..a .aa." ..,.. ., qy� �. j C " 1 xu gyW i q M�R'Xi4 IRi4 llllA ... �. «o AIf •If� AR ��M �.i6 #llAilR, ftWsW .5 Vold t *tu gust ft CUstly E , ItiftWd. aind Catw twOw - 'timse lrrx mAwl 4dkax umric. axrvwuda.. va�4 =ixs mmm X11 i ...w...wwww✓w .w v ..m. aF..a .aa." ..,.. ., qy� �. j ... �. «o AIf •If� AR ��M �.i6 #llAilR, ftWsW .5 Vold t *tu gust ft CUstly E , ItiftWd. aind Catw twOw - 'timse lrrx mAwl 4dkax umric. axrvwuda.. va�4 =ixs f3 d�;� tilts LL j W i A.. IAD a• b aws� M w i r� t � a f u � t„ qq 9 M M qg g a f u � a m 'Ov CIO f THE CITY AND COUNTY OF BROOMFIELD One DesCombes Drive # Broomfield, Colorado 80020* 303-469-3301 MEMORANDUM DATE: July 23, 2014 1. Proect: A modification is proposed to an existing wireless communication lattice tower located at I_ 13515 Lowell Boulevard. 2. A221igpnt / Otner: Applicant. ► 3 Consulting for MasTec, on behalf of AT&T Mobility, Nathan A. Nordby, 6856 Hidden Haven Way, Falcon, CO 80831 719,360.4827 dedicatedgengr�alm It Owner North Metro Fire and Rescue District, Chief David Ramos, 101 Spader Way, Broomfield CO 80020 720.887.8217 dramos0nort I -bqlg[o • • I a . • • 0 • 3M. MARMUMUNI • A -I • 13515 Lowell Boulevard — Addition of Antenna Arrays to an Existing Towmeer Page 2 of 2 6. Action ( X Approved <1 DEMN CONSUIIANI inte-grat-ed DEMNSM"SGROUP 22(OE,WIUAWFWWRO,$U1TE.'M MBERT. ARIZONA 85M. OffM (OM ZWM* - FAX PM 2104M e c Network Solutions 7025 S, REVERE PKWY SUITE 100 CENTENNIAL, CO 80112 CO L01062 4251 KIPLING STREET WHEAT RIDGE, SO 80033 a t & t I MF AT&T MOBILITY 188 INVERNESS DRIVE WEST, SUITE 400 ENGLEWOOD, CO 80112 6 1 5 1 4, m I m I GENERAL NOTES: 1 . FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR MASTEC SUBCONTRACTOR GENERAL CONTRACTOR (CONSTRUCTION) OWNER - AT&T MOBILITY OEM - ORIGINAL EQUIPMENT MANUFACTURE 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE To FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS, ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR, 12, SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 11 ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 301. 14, ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS UNLESS OTHERWISE SPECIFIED, ALL CONCRETING WORK SHALL, BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS, CONCRETE AND REINFORCING STED - NOD 5: 1, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-M-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE, 1 REINFORCING STEEL. SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE, SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, ONO. 4, THE FOLLOWING MINIMUM CONCRETE COVER SHALL, BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS. CONCRETE CAST AGAINST EARTH. _3 ITT CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER .................. IN. #5 AND SMALLER & WWF . ..... _1 1,C2 IN, CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL...... ................ ...3, /4 IN, COLUMNS ...............1 1/2 IN. BEAMS AND 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, LING, IN ACCORDANCE WITH ACI 301 SECTION 4.2,4, 6, POST INSTALLED ANCHORS SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION 3GS-418-00013 "SELECTION, DESIGN, INSTALLATION, INSPECTION AND TESTING OF ADHESIVE AND MECHANICAL EXPANSION ANCHORS FOR WIRELESS SITE FACILITIES". ANCHORS SHALL BE HILD OR APPROVED EQUAL, INSTALLED, INSPECTED AND TESTED AS SHOWN ON THE DESIGN DRAWINGS. NO REINFORCING STEEL SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL, 7. CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS (IBC 1905.6,2) IN THAT EVENT IHE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER; (A) RESULTS OF CONCRETE CYLINDER TESTS PERFORMED AT THE SUPPLIER'S PLANT, (B) CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED, FOR GREATER THAN 50 CUBIC YARDS THE GO SHALL PERFORM THE CONCRETE CYLINDER TEST, TAKING THREE CYLINDERS FROM EACH TRUCK, GROUNDING NOTES: 1, THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AFIJ), THE SITE-SPECIFIC (UL, UPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION, 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC, 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -- OF- POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS, 'TESTS SHALL BE PERFORMED IN ACCORDANCE WITH 25471--000--3PS-EGOO--0001, DESIGN & TESTING OF' FACILITY GROU14DING FOR CELL SITES. 4, METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR, STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO FITS EQUIPMENT. 11 C. m 0 DESIGN CONSULTANI 112 AT&T MOBUTY ante- rat-ged -.4 a s T e c. 38TH AND KIPUNG at&t' N 1 Network Solutions IV �7.1­�� COL01062 GENERAL NOTES E WW R ,SUITE 2= AW RELD TE 2,W _�A AT,AM hZ� C.ft3EZ0NA18) 7025 S, REVERE PKWY 4251 KIPLING STREET AT&T MOBILITY 0 07/25/14111NAL CONSTRUCTION DRAMNGS im A sm 188 INVERNESS DRIVE WEST, SUITE 400 REVISIONS BY CHK kpp =F OF+MMM21&8=-FAXm*2%a" SUITE 100 WHEAT RIDGE, CO 80033 ENGLEWOOD, CO 80112 0 7 Too "= ��COLO�1062-GN�I RawN BY� RJK 938,32 BY MAO CENTENNIAL, CO 80112 S LE AS SHOWN 6 1 5 1 4 3 1 2 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10, MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 11, METAL. CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 11 GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS, WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY LOCAL, CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT, 13, ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. FOR TOWERS BEING BUILT TO REV G OF 'THE STANDARD, THE WIRE SIZE OF THE BURIED GROUND RING AND CONNECTIONS BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL BE CHANGED FROM 2 AING TO 2/0 AWG, IN ADDITION, THE MINIMUM LENGTH OF TIME GROUND RODS SHALL BE INCREASED FROM 8 FEET TO 10 FEET. SITE WQRK__��PjEC�_&,_NQTES: 1, THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2 ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW, THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION 8) CONFINED SPACE C) ELECTRICAL SAFE'N D) TRENCHING & EXCAVATION X 'A U Wt PSC- ELECTRICAL INSTALLATION NOTES: I , WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA, 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT BE AND TRANSPORT CABLING 10 THE NEW BTS EQUIPMENT, SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL. 9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES, USE LOW PROFILES TIE WRAPS, 10 POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (12 AWG OR LARGER), 600 V, OIL RESISTANT THFIN OR THWN-2, CLASS 8 STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED, 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (6 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 "C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED, 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (LE,, RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 18, ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS, 19, GALVANIZED STEEL, INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE, 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL, LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC, 21. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIOUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED, 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED, SETSCREW FITTINGS ARE NOT ACCEPTABLE- ELECTRICAL INSTALLATION 23, CABINETS, BOXES, AND WIREWAYS WILL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC, 24, CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. STRUCTURAL STEEL NOTES 1, ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. 2, ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC, WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2,4 IN THE RISC "MANUAL OF STEEL CONSTRUCTION", PAINTED SURFACES SHALL BE TOUCHED UP. c __ - __ __ GROUNDING WIRE CRGB CELL REFERENCE GROUND BAR (MASTER GROUND BAR) EG EQUIPMENT GROUND BCW BARE COPPER WIRE SIAD SMART INTEGRATED ACCESS DEVICE RAMENINEWHIM IGR INTERIOR GROUND RING (HALO) REIS RADIO BASE STATION 11 GENERAL, NOTES <1 SYMBOLS 2M E, OUAW RELD 00, SOITE 200 G&OFAT ARMNA 06M OFFIM MM 218 4W - FAX W4 21 SSW &BBREVIATIONS SOLID GROUND BUS BAR AGL ABOVE GRADE LEVEL SOLID NEUTRAL BUS BAR FITS BASE TRANSCEIVER STATION -1-1-SUPPLEMENTAL GROUND BAR (E) EXISTING o 2-POLE THERMAL - MAGNETIC CIRCUIT BREAKER (N) NEW 0 0 1 « 1 SR4GLE­POLE THERMAL-- MAGNETIC MIN MINIMUM 0 0 CIRCUIT BREAKER N.T.S. NOT TO SCALE CHEMICAL GROUND ROD REP REFERENCE GROUND ROD RE RADIO FREQUENCY DISCONNECT SWITCH TYR TYPICAL PRI METER B RED REQUIRED f* CADWELD TYPE CONNECTION FOR EQUIPMENT GROUND RING COMPRESSION TYPE CONNECTION AWG AMERICAN WIRE GAUGE __ - __ __ GROUNDING WIRE CRGB CELL REFERENCE GROUND BAR (MASTER GROUND BAR) EG EQUIPMENT GROUND BCW BARE COPPER WIRE SIAD SMART INTEGRATED ACCESS DEVICE RAMENINEWHIM IGR INTERIOR GROUND RING (HALO) REIS RADIO BASE STATION 11 GENERAL, NOTES <1 DISIGN CONSU11ANI intee-grat-ed ne� MWO OR" 2M E, OUAW RELD 00, SOITE 200 G&OFAT ARMNA 06M OFFIM MM 218 4W - FAX W4 21 SSW a s T e C. Network Solutions 7025 S REVERE PKWY SUITE 100 CENTENNIAL, CO 80112 38TH AND KIPUNG COL01062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 kat&t A T&T MOBILITY 188 INVERNESS DRIVE WEST, SUITE 400 ENGLEWOOD, CO 80112 6 1 5 1 4 C14 cc am "0' 119, OVERALL SITE PLAN . .. ........ ............. ......... DESIGN CONSULTANT < inte-grat-ed a s I e COISM SERVM GROW Network Solutions 2M E WKIYW$ HMJO RD, SUITE 2W 7025 S. REVERE PKWY GAMRT ARIZONA SSM OFFIM; W2) 2184M FAX IOW� Z184M SUITE 100 CENTENNIAL, GO 80112 EXISTING EXHAUST 38TH AND KIPLING COL01062 4251 KiPLING STREET WHEAT RIDGE, CO 80033 5 EXISTING ANTENNAS (OTHER CARRIER) EXISTING AT&T ANTENNAS 127'--4" at& t AT&T MOBILITY 188 INVERNESS DRIVE WEST, SUITE 400 ENGLEWOM GO 80112 I 0 107/25�/14RNAL CONSIRUMN �DRRAWJNC�S JM MA O. DATE. P"S*NS BY CH� SCALES AS SHOWN DESIGNED By. MAD DRAWN &Y.. RJK 3 2 GFNFRAL NOTES 1, DIMENSIONS ARE OVERALL OR TO STRUCTURE UNLESS NOTED OTHERWISE. 2, OVERALL SITE PLAN FOR REFERENCE ONLY, SEE SURVEY FOR PROPERTY DIMENSIONS, EXISTING ROUTES, NEW ROUTES AND LEGAL DESCRIPTION, 11 EXISTING AT&T ANTENNAS I EXISTING AT&T EQUIPMENT AREA IN BASEMENT EXISTING NEXTEL EQUIPMENT AREA REED PLANS 112 A2 EXISTING ANTENNAS (OTHER CARRIER) 11 22 x 34 V SIZE & . .. ........ ............. ......... EXISTING EXHAUST VENT (N) AT&T ANTENNA — 104' 1 (TYPe OF 3 SECTORS) 4 (E) HVAC Y EMsTING ... CABLE L TRAY EXISTING MICROWAVE DISH ti SURGE SUPPRESSION EXISTING DEVICE (TYP) STEP OVER BALLAST MOUNT (TYP) REMOTE RADIO (E) BUILDING ROOF (TYP.) HEAD (gip) EXISTING ANTENNAS (OTHER CARRIER) EXISTING AT&T ANTENNAS 127'--4" at& t AT&T MOBILITY 188 INVERNESS DRIVE WEST, SUITE 400 ENGLEWOM GO 80112 I 0 107/25�/14RNAL CONSIRUMN �DRRAWJNC�S JM MA O. DATE. P"S*NS BY CH� SCALES AS SHOWN DESIGNED By. MAD DRAWN &Y.. RJK 3 2 GFNFRAL NOTES 1, DIMENSIONS ARE OVERALL OR TO STRUCTURE UNLESS NOTED OTHERWISE. 2, OVERALL SITE PLAN FOR REFERENCE ONLY, SEE SURVEY FOR PROPERTY DIMENSIONS, EXISTING ROUTES, NEW ROUTES AND LEGAL DESCRIPTION, 11 EXISTING AT&T ANTENNAS I EXISTING AT&T EQUIPMENT AREA IN BASEMENT EXISTING NEXTEL EQUIPMENT AREA REED PLANS 112 A2 EXISTING ANTENNAS (OTHER CARRIER) 11 22 x 34 V SIZE & MECHANICAL DOWN TILT ANTENNA 2 AWG THW OR TIN STRANDED GROUND MOUNTING BRACKET LEAD ATTACHED TO PIPE WITH EXOTHERMIC WELD -------------------- - --------- EXISTING TRANSMISSION CABLES BAR R) SECTOR ONE, NEW TRANSMISSION CABLES --- ------ .... ....... ", -Ptpf (2 TO 4 OD AS PER STRUCTURAL SECTOR ANTENNA iRANSAfiSSKCN CABLE ANTENNA AND/OR MANUFACTURER SPECRICATIONS) ON TECNN6LOGY ------ ----TYPE-- SECTOR TECHNOLOGY --- ------------- L1TY Al UNITS 85O Y900 2 215'--0 COAX Al UNITS 850/1900 NO CHANGE -------- -- ----- ' 7�0 2 LTE WOO 0 215 -0' AS EMPTY x . A 2 I FUTURE F1 8ER A3 GEM 850/1900 2 1 215 COAX A3 GSM 850/1900 NO CHANGE I A4 LTE 700 1 215'-0' FIBER A4 LIE 700/AWS NO CHANGE �� IN IUMTS $50/1900 i .. 2 55 . i3 ., COAX 81 NO CHANCE _'111_1 EMPTY X A x # - 8E 1. ',, LTE WOO 'T" ......... . . � - j ----- ' ---- I 0 0 ANTENNA ............ ................. STEALTH CAMSTER 3 ...... ...... ­11 ­__­'1__­.1.1_1_­ ­­1_1_.1.11.__1._.__­ "-- , _I 215-0 FUTURE __­_1­1.­11­1_­_ ES NEW PANEL-- /'190 COAX 83 OEM 850/1900_ CHANGE OEM 850 CTE 700 FIBER 84 84 1 1 215'--0' LIE 700,/AWS NO CHANGE - - ----------- ----------- cl E1Im $50/1 ADD 315-0" COAX, CI tUmTS 850/1900 NO CHANCE .. ... ...... x X A 2 I LTE VICE ------- - ----- ANTENNA MOUNTING BRACKET 85O�6 900 2 315-0 COAX GSm NO CHANGE CA LTE 700 1 315'-0 FUIER a C4 ------ 11 ------- - ....... ........ j_LTE 700/AWS NO CHANGE ----- ------ C NOTE; LENGTHS ARE ESTIMATED BASED ON FIELD OBSERVADONS AND HISTORICAL DOCUMENTS. BUT SPECIFIC LENGTHS COULD NOT BE DETERRIMED AND SHOULD BE VERIFIED PRK)R TO CONSTRUCTION, EXISTING TRANSMISSION CABLES 5 NEW TRANSMISSION CABLES 3 ANTENNA MOUNT DETAIL (E) SPY, ANTENNA --, (1) (E) & (1) (N) RRH--­a_ (I PER SECTOR) UNITS (TYR OF 3 (TYP OF 3 SECTORS) EXISTING SECTORS) MOUNTED ON To BE REMOVED CABLE (E) ROOFTOP H-FRAME TRAY A9 E14 82 64 (N) 6FT ANTENNA 82 E) 4fT ANTENNA TO PER SECTOR) I (E) REMOTE RADIO— (2 PER SECTOR) (TYR, OF 3 SECTORS) S HEAD (I PER SECTOR) TO REMAIN ON NON-PENETRATINc EXISTING CABLE TRWOO IN STEALTH iRAY (TYP. OF 3 SECTORS), TO (TYP� OF 3 SECTORS) REMAIN CANISTER tN POS, 2 & 4 (241 (E) AFT, ANTEN TO REMAIN FIT (TYR, OF 3 SECTORS) 83 Al A3 Al A3 N T 4FT% ANTENNA SET, ANNUINA--, 2 PER SECTOR) ) 1 ( 2 PER SECTOR) TYR YP. OF 3 SECTORS) {TIP OF 3 SECTORS) ON NON-PENE,7RATING C4 CANISTER TRIPOD IN STE :: ALTH I tip, �� eAq, UNITS (TYN OF SECTORS) MOUNTED ON ff (E) ROOFTOP H- FRAME 6. TEN C3 0 a : (�@ C3 D 2 O EIR " FT SE NA IT f 3 SECTORS) 0 ON NON-PENETRATING TRIPOD IN STEALTH NO CANISTER 9A EMSPNG EN 4FT. ANTENNA CABLE (C PER SECTOR) C 2 TRAY (TYP OF 3 SEC EXISTING FULL, SCALE 3/8" V CABLE (E) DC2 SURGE FULL SCALE 3/8" 1'--0" (E) OILS SURG E I PAY NHU SKIT �y) U`bM P� MI) PROTECTOR, PER PROTECTOR, (1) PER C I SECTOR, (T YR, F 3 2' 0 2' 6' C1 SECTOR , (TYP. OF 3 2' 0 2' 6' 'J SECTORS) 0 SECTORS) NORTH HALF SCALE 3/16' 1'--0" HALF SCALE 3/16" 1'-0" A (1101 Saw Owl) A NORTH 0­7 SKET 0MY) EXISTING ANTENNA CONFIGURATION 4 NEW ANTENNA CONFIGURATION I DESIGN CONSULTANT *fts'0 AT&T MOBIL17Y inte-grat-ed %%M a i s e 38TH AND KIPLING EXISTING & NEW A4 Network Solutions COL01062 ANTENNA LAYOUT M E. WILLIAMS FIELD RD, SOITE 2W 7025 S. REVERE PKWY 4251 KIPLING STREET AT&T MOBILITY 2_27/25/14 FINAL CONSTRUCTION DRAWINGS JAI MA MA GILBERT, ARIZONA $SM 188 INVERNESS DRIVE, WEST, SUITE LL 400 FI DATE INVASIONS BY CHK PT NUMBER DRAWING NUMBER REV OPRCET MINT 219 a= � FAX( 219,MW SUITE 100 WHEAT RIDGE, SO 80033 CENTENNIAL, CIS 80112 ENGLEWOOD, GO 80112 NUMBER SCALE' AS SHOW DESIGNED BY: MAD DRAWN BY: RJK 1 0! T3 93832 COL01062 0 22x 34 qZ11 psc. rk N3 T CABLE ALU LENGTH DI /D2 (FT) 8 AWG 10 AWG 12 AWG ERICSSON LENGTH 03,/02 (F) 8 AWG 10 AWG 3 2 AWG mm �1m � � � ��-- .�� �. � _ -�:.w sIN A_ ANTENNA STAND OR ENGINEERING APPROVED EQUAL r' + C7 2 8€3 386 137 382 365 156 '70OMHZ, 1/2 RUBBER MAT KIT r' B � 16 16 !6 16 16 16 = -. N3 T '70OMHZ, � � I. CABLES LENGTHS ARE APPLICABLE FOR 190OMHZ & AIDS F°REGDUENCIES 2x40W AND 2x6OW ALU RRH 0 cl 0 � CTI A A MODELS AND ERICSSON MODEL RRUS_ 11, � � � , � � . � 2, NOMINAL SYSTEM VOLTAGE IS —48V DC, SUPPLIED FROM A 48V BATTERY, NORMAL OPERATING VOLTAGE IS 52V. $ � ' NONI 3, CABLE LENGTHS BASED ON ROSENBERGER AND COMMSCOPE CABLES, 3, WEIGHT OF THE BALLAST TO BE USED I 2. PIPE: DIAMETER TO BE USED IS 3, MOUNTING PIPE HEIGHT 'TO BE USED IS 00.313 (7, 94mm) (4 PLACES) FIBER POWER DISTRIBUTION E3OX NON -PENETRATI TRIPOD OD BA E _& EQ 12 -PC6 --10E F 1 �_ PAN A UTE E` , NA & S LEALIH ;ANN TE_ LTE CONDUCTOR SIZE DIAGRAM 3 DC2 & FC FIBER Re POWER DISTRIBUTION BOXES 2 NON—PENETRATING ROOFTOP TRIPOD ANTENNA MOUNT 1 DESIGN CONSULTANT Tate- Brat -ed f 38TH AND KIPLI G a AT &T MOBILITY ° Network Solutions COL0 1 062 �' DETAILS AND SPECIFICATIONS E. WILLIAMS FIELD RD, S 200 7OZ�J S. R.EIIERE F'hiWY 4c51 K #FLING STREET AT&T MOBILITY 0 0'7/25/14 pNAI, CONSTRUCTION DRAWINGS JM MA AAA CdL8EA7, Adti OFRCE:( 21"M ltd S UITE 31317 WHEAT` RIDGE, CO 8003.3 188 INVERNESS DRIVE WE:S'F, SUITE 40 0 ENGLEWOOO, CO 80112 NO, DATE REVISIONS BY CHK p'. fa NUMBER DRAWING NUMBER. R£"� CENTENNIAL, CO 8Gtt SCALE: AS SHQWSV DE�. TONED BY: MAD DRAWN BY. RJK 1CfCD!�J'BJ.2 COL0 1062 — A5 0 6 5 2 22 x 34V 11F m [N ]C --48V RTN 0 N O R o FS H O( 2- ALARM C4 05 0 (NOTE 7) S [ [ [2 —48V — 10 0 F 0 0 UPPLY — r 'm hT :K1 02 700 BAND 7 AWS BAND FUTURE TO LTE ALARM > TO W S RRH'S N9_Tc5_ 66 BLOCK I. SEE SYSTEM DIAGRAM FOR DO POWER CABLE CONDUCTOR SIZES, PAGE A8, TO RACK SECTOR 1 SECTOR 2 SECTOR 3 SECTOR I SECTOR 2 SECTOR 3 ALPHA (A) BETA (B) GAMMA (C) ALPHA (A) BETA (B) GAMMA (C) 6 AWG [N ]C --48V RTN 0 N O R o FS H O( 2- ALARM C4 05 0 (NOTE 7) S [ [ [2 —48V — 10 0 F 0 0 UPPLY — r 'm hT :K1 02 TO 48V DC DISTRIBUTION PANEL 7 > TO W S RRH'S N9_Tc5_ I. SEE SYSTEM DIAGRAM FOR DO POWER CABLE CONDUCTOR SIZES, PAGE A8, TO RACK B (2) 6/C DC GND BAR POWER CABLE (NOTE 4) 3, CABLE TERM NAL FOR GROUND CONNECTION SHALL BE COMPRESSION TYPE, 2•HOLE 1 1"—CENTERS FOR 1/4"-20 STUBS. 6 AWG TO RACK GND BAR (NOTE 4) SHIELD DRAIN 4, CONNECTIONS TO RACK GROUND BAR SHALL BE MADE WITH 2—HOLE COMPRESSION TERMINALS, (NOTE 5) [N ]C --48V RTN 0 N O R o FS H O( 2- ALARM C4 05 0 (NOTE 7) S [ [ [2 —48V — 10 0 F 0 0 UPPLY — r 'm hT :K1 02 TO 48V DC DISTRIBUTION PANEL N9_Tc5_ I. SEE SYSTEM DIAGRAM FOR DO POWER CABLE CONDUCTOR SIZES, PAGE A8, B 2, CABLE TERM:NALS FOR POWER CONNECTION SHALL BE COMPRESSION TYPE, 1 —HOLE FOR 1/4'­20 STUDS. 3, CABLE TERM NAL FOR GROUND CONNECTION SHALL BE COMPRESSION TYPE, 2•HOLE 1 1"—CENTERS FOR 1/4"-20 STUBS. 4, CONNECTIONS TO RACK GROUND BAR SHALL BE MADE WITH 2—HOLE COMPRESSION TERMINALS, 5. WHEN SHIELDED CABLE IS USED, CONNECT CABLE SHIELD DRAIN WIDE TO RACK GROUND BAR, THIS CONNECTION SHALL BE INDEPENDANT OF THE CABLE GROUND WIRE CONNECTION. 6. TURN BACK AND STORE UNUSED CONDUCTORS. 7, INSTALL RAYCAP PROVIDED LOOP—BACK CONNECTOR ON THE LAST ACTIVE (POWERED) MODULE WHEN FEWER THAN 6 RRH's OR RRU's ARE DEPLOYED, CONNECTION DIAGRAM RACK-MOUNTED SURGE SUPPRESSION SYSTEM QQ6-48-60-RM LUY__BAYQAPj A CONNECTION DETAIL 2 NOT USED DESIGN CONSULTANT < te-gnat -ed 1 in am < .ma s T e c 3TH AND KIPLING 8 at&t AT&T MOBILITY A(5 MSMSERVIMOR" Network Solutions COL01062 DETAILS AND SPECIFICATIONS 22M E. WILLIAMS FIELD RD, WTE 2W 7025 S. REVERE PKWY 4251 KIPLI14G STREET AT&T MOBILITY _2 _ / 2L2,5/14 _ FINAL CONSTRUMN DRAWINGS - ,rat ,rat - GLSERT ARIZONA SSM OFRMM) VS-NW FAX( 21&MM SUITE 100 WHEAT RIDGE, CO 80033 188 INVERNESS DRIVE WEST, SUITE 400 ENGLEWOOD, CO 80112 1,40. — DATE REIASIONS By I CH K WP' FA NU ewaw c uMSR REV CENTENNIAL, CO 80112 SCALE. AS SHOWN DEVGNED BY; MAD DRAIWNS' Rat COL01062—A6 0 6 5 4 3 2 22 x 34 V SIZE LTE _,8QU CABLE (NOTE 3) ALARM 2E5C,RW Li 1 2 1 3 4 6 7 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 REIS DC CONV. MJ (BLU) REIS LTE RRU AT DC SYS SPD i 31 32 33 34 35 36 37 38 39 40 41 42 43 44 WHITE/BLUE 10 27 ABC)VE CONVERTER DC MAJOR (45 & 46) INSTALL JUMPERS FROM 46­47 AND 48-49 CONVERTER DC MINOR (47 & 48) BLUE T2 28 ABOVE BLU) LTE BREAKER FAIL (49 & 50) ----------- - ELEVATION (NOTE 4) TO AT-GRADE DC6 SPD (SEE DETAIL 1409, 1409A, 1464, OR 1466) NOTE 3 PLAN m N I LTE At-ARM BLOCK A$�SIQM E S LNEW DC CONVERTER OR EX[STING m Q Q CONVERTER NOT ALARM—EQ1 TO 24.--48V CONVERTER* (SEE DE 1424A) FROM DC CONVERTER 0 DESIGN CONSULTANT AT&T MOBILITY ed %MasTec 38TH AND KIPLING at& t A7 Network olutions <1 nte-grat- 068"SOMMOROW S COL01062 DETAILS AND SPECIFICATIONS E. _�A 2M WLUAMS REIM M SUITE 2W 0 �7/25/14 RNAL CONSTRMTtON ORAWIMS JM �A G�LSUM AR20NA, 85M 7025 S. REVERE' PKWY 4251 KIPLING STREET AT&T MOBILITY �FA -Y �A'V E . ..... SUITE 100 88 INVERNESS DRIVE WEST, SUITE 400 NO� DjkrE REVISIONS BY CHK App't 0FRM'MM 21&MW - FAX (SM V"M WHEAT RIDGE, CO GO 80033 ENGLEWOOD, CO 80112 SH OWN '�'= --A7 �0� 100 CENTENNIAL, CO 80112 SCALE, AS SHOWN DESIGNED Ry� MAD WRIAWN 131� RJK 93832 � �COLO10�62 6 1 5 1 4 FIELD•SIDE CABLES ALU CABLE P/ '�`349647480' "ALARMS" NOTES 6 & 7 FLU RJ45 ALARM PIN CONNECTIONS ALARM PTS PIN PIN (COMMON) 1 -3 3, 7, 11 & 15 5 4 WHUBLu FROM 45 WHT11/8LU -7--7-- BLUE I I­ 3 1 2 22 x 34 'T SIZE "--' (2) 1 AWG I /C POWER CABLES ALCATEL—LUCENT 9412 CABINET W/2 48V DO f + F9 NOTE 7 f - 9926 (BBU) INPUT- ALARM CABLE eAM 700 M, - 21J — DISTRIBUTION WITH + AWS - L__L_J L-.L-JL--L-J L_1_.J L__L_J L_J__J DO SURGE SHELF RAYCAP DC6-RM 700 C USED IF REQUIRED CABLE GROUND (NOTES: 2, 5) ALCATEL-LUCENT 9926 (BBU) 70OMHz 48V DC INPUT 0 TO SECTOR A GROUND LAR gR I FIBER PORTS JACKS CII�_ 0 _F_jwT_ GND RAYCAP F112 1 2 3 4 5 6 f 1 4 5 D (NOTES 3, 5) Cl E2 6 AWG TO EQUIP, CABINET GND BAR (12) I/C 12 AING POWER CABLES eAM AWS ALCATEL—LOCENT 992A 48V DO 48V AWS INPUT _�R FIBER PORTS 0 0V JACRG] JG� D I ONG T I R 1 2 3 4 6 J415] T I j C T1 ACK. =C] _7� 1 DO POWER PLANT DISTRIBUTION PANEL SUPPORT STAND 2 AWG TO GROUND TO GROUND N. I LABEL THE DO POWER CABLES AT BOTH ENDS OF EVERY WIRE AND IN ANY PULL BOX IF' USED. LABEL SHALL BE DURABLE, SELF ADHESIVE, WRAPPED LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, FREQUENCY BAND AND POLARITY; 1,E, 'A—AWS+ 2, SEE DETAIL 1408 FOR CABLE SIZES AND MAXIMUM LENGTH. 2L SEE DETAIL 1417 FOR FC12 INTERNAL WIRING. 4, SEE DETAIL 1411 FOR DC2 INTERNAL WIRING. 5. WHEN DISTRIBUTION BOX IS NOT USED, INSTALL 3 RUNS OF TWO (2) 2/C CABLES IN CONDUIT, I EACH FROM DC SURGE SHELF TO DC2s, 6, THE BARE WIDE OF EACH MULTI—CONDUCTOR CABLE AND DRAIN WIRE WHEN A SHIELDED CABLE IS USED, SHALL BE CONNECTED TO THE EQUIPMENT CABINET GROUND BAR. 7. SEE ALARM BLOCK ASSIGNMENT DETAIL FOR ALARM CABLE CONNECTIONS, FIBER & POWER DISTRIBUTION WITH + AWS RAYCAP DC2 6 AWG - - - ---- 6 AWG 700 C USED IF REQUIRED CABLE GROUND SECTOR A 6 AWG TO SECTOR A GROUND DISTRIBUTI EIU I I RAYCAP F112 D (NOTES 3, 5) xZ Q 2/C POWER CABLES 0� 0 CL 6 NNG (6 TYR) (NOTE 2) a W z LD z Q 0 U_ 0 0 TO + 0 GROUND A-AWS+ + A• -AWS-- FIBER & POWER A-700+ DISTRIBUTION + WITH + A-700- 48V SURGE PROTECTION 2/C POWER CABLES RAYCAP DOS (NOTE 4) N 6 AWG 6 AW 7- 6 AWG (6 TYR) (NOTE 2) C C TO 0 ALARM TO GROJND CABLE GROUND i AWS 700 SECTOR B SECTOR 8 6 AWG TO a, GROUND x 0 C,: 0 3� a, -:r x CL I c z 0 GO z u L-4- E-1 0 B-AWS+ B-AWS- + FIBER & POWER 4- 8 -700+ DISIRIBUTION - I , WITH 48V SURGE PROTECTION + RAYCAP NOS 6 AWG 6 AWG (NOTE 4) NC C TO ALARM 10 GROUND CABLE GROUND _70(w AWS SECTOR C SECTOR C 6 AWG TO GROUND x 0 a, x 0 a, 11 U , z 0 Lm z 0 9? WIRING QIAGRA_M0jjTQ02EBAaE BAND AU2 RRHs ON _j Q\YL R�,LRQ QET�Q_P __DC. POWER PLANT��CL2 FIBER & POWER + DISTRIBUTION WITH + 48V SURGE PROTECTION I RAYCAP DC2 6 AWG - - - ---- 6 AWG (NOTE 4) NO C TO ALARM TO 6 CABLE GROUND 6 AWG TO GROUND m -c-.M a Network Solutions 7025 S, REVERE PKWY SUITE 100 CENTENNIAL, CO 80112 p-JAc.J1rAJ COL01062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 5 m at&t AT&T MOBILITY 188 114VERNESS DRIVE WEST, SUITE 400 ENGLEWOOD, CO 80112 3 AT&T MCIBILITT DETAILS AND SDECIFICATIONS Jim 7,/25/74 FINAL CONSTRUCTION DRAWINGS DATE FDESIGNCD .1 A7 �..Vl. DRAW. BY RJK 10093832 COL01062-AB 0 2 22 x 34 V 9 0'v� Ni -A . . . ..... . J SINGLE CONNECTOR AT GROUND BARS BACK TO BACK CONNECTOR AT GROUND BARS .. . . ..... .. Al A SINGLE CONNECTOR AT STEEL OBJECTS BACK TO BACK CONNECTOR AT STEEL OBJECTS WA A 7 -, . ... .. . 111117 SINGLE CONNECTOR AT METALLIC STEEL OBJECTS AA BACK TO BACK CONNECTOR AT METALUC STEEL OBJECTS B GROUNDING LUG CONNECTION DETAft.S 14 NOT USED 2 . .. .. ... ..... A NOT USED 3 CIGBE LAYOUT AT TOP AND INTERMEDVkTE INTERVALS DEVGN CONSULTANT < i nte-grat-ed I %. %MaTe c V UTH AND KIPLING AT&T MOB11-11Y A10 00"Sammawm Network Solutions COL01062 DETAILS AND SPECIFICATIONS 2M E. WILUAMS HELD RD, SUITE 2W GiLSEAT, ARIZONA W95 7025 S, REVERE PKWY 4251 KIPLING STREET AT&T MOBILITY 188 INVERNESS DRIVE WEST, SUITE 400 0 07/25/14 NON, CONSTRUCTION DRAWINGS Q . NO DATE REVISIONS BY CHK 4pp, FA NUMOM DPAWINO NUMBER REV OFFOL: MM 216 FAX ISM 2164M SUITE 100 WHEAT RIDGE, CO 80033 ENGLEWOOD, SO 80112 10093832 COL01062-AIO 0 CENTENNIAL, CO 80112 SCALE � AD SHOWN DESIGNED By�� MAD DRAWN SY� RJK 3 2 22 x 34 V 9z a LEGEND: CADWELD CONNECTION MECHANICAL CONNECTION m m GROUND TO (E)— BUSS BAR IN EQUIPMENT ROOM #6 GROUND CABLE FROM (N) ANTENNA/RRH TO GBB I 11 ANTENNA TOP GROUNDING DIAGRAM DESIGN CONSULTANT <1 nte-grat-Ed -o-.M a s T e c 38TH AND KIPLING % Sz bow AT&T MOBILITY Al 1 DOM SGRVXZS GROUP Network Solutions COL01062 - JM - MA DETAILS AND SPECIFICATIONS E, WILLUO IAS NEED RD, SUO1 200 G&WRT, ARIZONA WM 7025 S, REVERE PKWY 4251 KIPLING STREET AT&T MOBILITY 188 INVERNESS DRIVE, WEST, SUITE 400 o 77/ FWAL CONSTRUCTION IN DATE I � P R EVISIONS 181Y p c FA NUMBER DRAWNG NUMBER R REV 0#+VEI 0-0 2 1"M � FAX( 219• SM SUITE 100 CENTENNIAL, CO 80112 WHEAT RIDGE, GO 80033 ENGLEWOOD, SO 80112 i I I LICHKff rl SCALE; AS SHOWN DESHONED Br: MAJD DRAWN Rf: RJK J _ T J_ 7 ­ 10093832 -Al I COL01062 0 .................. ....................... '3 ................. 22 % E (E) TRANSFORMER - T-- (E) 5 TON HVAC m 4. CONTRACTOR SHALL PROVIDE STRAIN-RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX CABLES, AND NET CONTROL CABLES, CABLE STRAIN-RELIEF & CABLE SUPPORTS SHALL BE APPROVED FOR THE PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS, K11EY I ­N 011TIE"S c ELF (jaQV EXTEND XTEND (2) #2 AWG TINNED GO CONDUCTORS TO MASTER GROUNDING BAR AND MAKE A MECHANICAL CONNECTION, R _QflQUN2Na_ BA,; EXTEND (2) #2 AWG TINNED CU CONDUCTORS FROM EXISTING GROUNDING SYSTEM UP TO MASTER GROUNDING BAR & MAKE AN EXOTHERMIC CONNECTION, 0 (E) STORAGE CABINET FULL SCALE 1/2" = V-0" J:V HALF SCALE 1/4" = 1'-0" 01-17 $rvw OKI) OVERHEAD DC POWER 08DCP - OHOCII OVERHEAD FIBER OMF --- OW QHF EXOTHERMIC (EXOTHERWC) DESIGN CONIIJITANT inte-grat-ed COMPRESSION TYPE CONNECTIONS T le c GROUND�NG CONDUCTOR 38TH AND KIPLING GROUND NO BAR 0---! ELECTRICAL. PLAN DESIGN CONIIJITANT inte-grat-ed %%.M a s T le c 38TH AND KIPLING a t & t AT&T MOBUTY El 06SMSERAMOPOW Network Solutions COL01062 ELECTRICAL PLAN 2WO E, WtUAMS FIEW RO, SUITE MO 7025 S. REVERE PKWY 4251 KIPLING STREET AT&T MOBILITY _L17/125/14 FINAL CONSTRUCTION DRAWINGS JM MA MA GIL8M_ARa0NA8SM OFFVE' M2) 21S FAX M4 2MMM SUITE 100 WHEAT RIDGE, CO 80033 188 INVERNESS DRIVE WEST, SUITE 400 ENGLEWOOD, CO 80112 NO. DATE REVISIONS By CHK P FA Numm DRAWNO ro JMSER REV CENTENNIAL, CO 80112 SCALE: AS SHOWN I DESIGNED SY: MAD DRAWN BY: RJK 10093832 COL01062- El 0 6 5 4 3 2 22 x "SIZI 0 S. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF THE AS AND DC POWER SUPPLY SYSTEMS AND FOR VERIFYING THAT THE PROPOSED TELECOM EQUIPMENT CAN WORK PROPERLY IN CONJUNCTION WITH THE EXISTING ELECTRICAL SYSTEM, THE TEST RESULTS IN ACTUAL LOADS SHALL BE DOCUMENTED USING THE FORMS PROVIDED IN AT&T's DOCUMENT TITLED "SITE SURVEY AS." ALL FORMS SHALL BE COMPLETED IN THEIR ENTIRETY, THE AS FORM SHALL BE PRESENTED TO THE CONSTRUCTION MANAGER WELL. IN ADVANCE OF PLACEMENT OF NEW TELECOM EQUIPMENT. CABLE V+U_DS (T ROWE TO MASTER GROUNDING BAR LINEAGE �,tPS �24/-48DC FXISTING - - - - - - - - - - - - - - - - FIBER OPTtC 4 - - - - - - - - - t T j 0 L — — — — — — — TE A_S­E­ B UNT r --------------- 7,7 R R H I ------------------------------- PrOPASED LOCATQN' I ROUTE TO 7HE F NARESTI I G.ROUNDNG RAP (TYP) Y RA CAP SUR1,F 1 SEA AP SURGE E I RAYCAP SURGE I PROTECEON I PRI)ISCO"ON I PRO CTION I I OC2- 48--60­O--'4E I I DC2- 48Z- 0-9E # DC2-48-60-0-9E #3 0 RMCAP FIRER c & DC POWER CONNE(MON JUM,LRON BOX I � # Fci2_pc6_1OE ROUTE TO THE NFSRE�T GROUNDiNG RAR nP) I - - - - - - - - - - - - --- 'I ------------ I- Tz t ----------------------------------------------------- EMSTINC, (3,ROUNNNG BAP # # RA CAP' SURGE PRQTF. DC6-48 _60 RM 7g f LOCATES Wt HNN 'TE RACK # PROPOSED GROUNNNG BAR I ---­--------------- m m I ELECTRICAL DC ONE-LINE DIAGRAM <1 DESIGN CONSULTANT .&N." %mook AT&T MOBILITY 5 IS a s T e c at& t E2 Network Solutions inte-grat-ed 38TH AND KIPLING COL01062 ELECTRICAL DO ONE-LINE DIAGRAM M E WUMS FIEtO RD, SURE 20D 7 77/25/14 FINAL CONSTRUCTION DRAWINGS JfA MA MA MOM, ARIZONA 85M 7025 S. REVERE PKWY 4251 KIPLANG STREET AT&T MOBILITY SUITE 100 188 INVERNESS DRIVE WEST, SUITE 400 NO, DATE REVISION$ BY CHK p*C FA FAXMM2MMW WHEAT RIDGE, CO 80033 ENGLEWOOD, CO 80112 CENTENNIAL, CIS 80112 SCALE: AS SHOWN DESIGNED 8Y: MAD . DRAWN 8`H RJK OG93832� �COLO�1062- ES�0�, 4 �1111 1. tN5rALL (3) NEW RRHs AND (1) OUTDOOR LTE BBU. 2. NOTE: SITE HAS TWO SEPARATE 200A POWER PANELS DERIVED FROM EXISTING 480V/120-208V, 112.5 KVA TRANSFORMER. 3, EXISTING GE LINEAGE "INFINITY M" +24V DC POWER PLANT HAS (10) EXISTING 1OOA RECTIFIERS (SOME RECTIFIERS APPEAR TO BE DE-ENERGIZED SPARES) AND (5) 30A DC-DC CONVERTER MODULES, WHICH ARE SUFFICIENT FOR THE NEW t:TE ELECTRICAL LOADS, SEVEN RECTIFIERS ARE REQUIRED TO ACCOMMODATE THE NEW LTE LOADS. GC SHALL CONFIRM THAT SEVEN RECTIFIERS ARE ENERGIZED AND D SHALL SWITCH OFF THE CIRCUIT BREAKERS FOR THE REDUNDANT RECTIFIERS, 22 x 34 'Dg DC C RCUU` SCHEDULE FRO, TO CONFIGiMATN)N ----------------- 48V7 C VRCU(, LTC RASE BAND ONT PI�4,H/DiWN/vw-I RAYCAP SUR(E (1 t 2_#10 ( COqCtfiT PROTECTION DC6-48- 60 - RM, RAY :k SUP OE 2-#W 3 OR' UO PRO Er OON ------ - ------------- - I -48VD 3RC t RAYCAP SURG'E, ROTECNON (fl, 2-#IO RA AP SO R G RAYIAP RjNC:I,ON BOX E- p 0 PROTEOMON PC,6-i(,E rT- HHNj HWN/VW I RAYCAP SURGE RAY CAP (1) 6_po 1, 1 PROTECTiON FCQ-PC6 ME. THHN/DIWN/VW sR RM --lit I L __ -N-1-R-2 0, PAY A * B JLNC, N OX GxNcF PROrECTION ) 2 CP THHN -po /VW - T 2 PC6- ME'" -- DC,2-48 -60­9E ------- ---- 'MAP I RA)'CAP JUNCItON 80� pP0rEcT*N (1� 2-#10 rI1HNPLHWN/VW­T FC12-PCE---I0E j DC2-48-60-qE #2 TYIS 7( AR (1) 2_po T I RAY' ',`,AP JUNCTON BOX FCI-­7A,6-10E PR rIX1110N , HN /, HWNj VW­ THE __ 60_ 9F. #3 RLC fEL AY1,A UWE I PRO DC2-- 48­60­9F PRH REMOTE RADK) HEAD #1 S 4 (!I 2­#Q THHNP,1H'A'N/VW--1 'IT RGSGO - ",g E PR RRH REMOTE MEMO tl) 2-#12 HEAD #2 t'HHN/THMN/VW- I E. 473 60- 9F, #2 ROTECTICIN RRH RVMOrF (1) 2-#Q QD �4EAD #3 TH DIC2 03 11 L m m I ELECTRICAL DC ONE-LINE DIAGRAM <1 DESIGN CONSULTANT .&N." %mook AT&T MOBILITY 5 IS a s T e c at& t E2 Network Solutions inte-grat-ed 38TH AND KIPLING COL01062 ELECTRICAL DO ONE-LINE DIAGRAM M E WUMS FIEtO RD, SURE 20D 7 77/25/14 FINAL CONSTRUCTION DRAWINGS JfA MA MA MOM, ARIZONA 85M 7025 S. REVERE PKWY 4251 KIPLANG STREET AT&T MOBILITY SUITE 100 188 INVERNESS DRIVE WEST, SUITE 400 NO, DATE REVISION$ BY CHK p*C FA FAXMM2MMW WHEAT RIDGE, CO 80033 ENGLEWOOD, CO 80112 CENTENNIAL, CIS 80112 SCALE: AS SHOWN DESIGNED 8Y: MAD . DRAWN 8`H RJK OG93832� �COLO�1062- ES�0�, 4 �1111 1. tN5rALL (3) NEW RRHs AND (1) OUTDOOR LTE BBU. 2. NOTE: SITE HAS TWO SEPARATE 200A POWER PANELS DERIVED FROM EXISTING 480V/120-208V, 112.5 KVA TRANSFORMER. 3, EXISTING GE LINEAGE "INFINITY M" +24V DC POWER PLANT HAS (10) EXISTING 1OOA RECTIFIERS (SOME RECTIFIERS APPEAR TO BE DE-ENERGIZED SPARES) AND (5) 30A DC-DC CONVERTER MODULES, WHICH ARE SUFFICIENT FOR THE NEW t:TE ELECTRICAL LOADS, SEVEN RECTIFIERS ARE REQUIRED TO ACCOMMODATE THE NEW LTE LOADS. GC SHALL CONFIRM THAT SEVEN RECTIFIERS ARE ENERGIZED AND D SHALL SWITCH OFF THE CIRCUIT BREAKERS FOR THE REDUNDANT RECTIFIERS, 22 x 34 'Dg I FOR OFFICE USE ONLYkAA-1& I t. 11N, Of Date: 0431 1 111 P1enIP19""I" Z Ali Oral WAVA190. W00" =1 Plan Review Fee- Building Permit Application' 1= Address: ?—(*C>k Sr W 111q,111111, • Mechanical: W.R. City License# Complete all information on BOTH sides of this form .:sr x w ° Z. V* U *vq Sq, FULF Stu's Arnim Squares Gallons Other Project Value: (Contract value or the cast of a #i materials and labor included in the grAirl protect) ,.wMMwM"` Building Division HEMOM38mm Sincerely, 11-&� a ZEMOMMEM OCENTERLINE SOLUTIONS zma�� RE: DN63XC104 "Clear Creek Bldg DEN387" Concrete Slab Structural Review IV A Man MC2, Our Construction Division 16360 Table Mountain Pkwy Golden, CO 80403 P: 303-993-3293 / F� 303-993-3019 Centerline Solutions performed a structural review of the existing Sprint ground level concrete slab, The existing slab can safely support the new Sprint 2.5 Expansion Cabinet (1840lbs) along with the existing MMBS and B► U cabinets. Our review assumes the slab was properly designed and installed and for the original cabinet design loads. I NO 1 ii 0= APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: L f Signed;,--A - Plan checker tbkvlfo�l 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 EMENOM Ms. Danielle Huxtable Sprint RE: Sprint 2.5 Project DN63XCIO4 "'Clear Creek Bldg DEN387" Antenna Mount Analysis R, MEN mo Iffilwat W, , and RRU's. Centerline solutions recommends MT-222 mounts with a minimum 2.5" Std pipe or similar mount approved by engineer. All new antennas and equipment shall be placed on the building as shown FiFe drawings issued by this office. Please contact us with any questions. Ryan Guerrero, PE ATT. Calculations N (� -A S /I/ OCENTERLINE 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 Jktemac= Standards - IIA-222-G CODES - IBC 2012 Outer Diameter: ASCE7-10 Sect ion Modulus: Qes�� Wind Load Factor: 3"x:1.5 '171A 2.12 Wind 3-sec gust: "' mph Elevation (centerline): z =_ 164 ft Structure Class class a 'III" Exposure: 'E XP = " Topographic Factor, Kzt: k-. 1.0 Topographic category 1. Wind Direction Factor, lid: k . 85 TIA Table 2-2 Importance Factor, I. 1 = Velocity Pressure Coefficient, Kz: k� :; 1.40 a TIA 1&5,2 Gust Eff ect Factor: G =—.85 TIA 2,6.7 Aotema1_&RRLL Antenna: lant *= 61 in w t = 12 in d,,, in P'r Profile Round or Flat (r/f) weight 1 , -= 36 1b A,,,,, -.= m ax, IL'ant, lant d,,,, 5.083 ft 2 RRU: h,,:= 15.5 in tv":= 18.6 in d,,,, = 7 5 in 1 -.= "r Profile Round or Flat (r/f) 2t eight,,:=54 1b A, g= max w,,,., h,,-. - d,,,,,) = 1(102 ft2 Dish: Dia -= 0 ft We,igliidish °= 011 C 1,6641 w/out radome, TIA-222-G table C-1 A 0.25 - Diu 2 = 0 ft 2 Total Length; 1 _= 96 in Outer Diameter: 01),�j in Sect ion Modulus: I,W 1.01 -in 3 150 , Yield Strength: f E 36000 psi Standoff distance: c(,, =_ 12 in Length between brackets: lbracket, E 36 in Free length at bottom: lf,,, =_ 24 in Anchor Diameter: 0D,,,,, in Anchor Number: n.,,, =_ 4 Anchor Sparing: d,,,,, =_ 3 in M OCENTERLINE QU 14,en, 0# 80403 36.99332 psf ToPfme 1 pip , — lbvwket -- lftec Top 36 in Number of appurt: tin't -= 1, mounted between supports Moment Arm: Alarn.", — TOP�(,,,, 11 Factored Moment: M—W Bending Stress: a,,, -= All = 1.0.544 ksi S*W Allowable Stress: a,, 0 - f = 32.4 ksi Stress Check: Check-,,, *= if (o-,,, < LO, "OK " , "NG," � = ma r$ � 7a -- ctledy • - Calculate OTM on mount from side - assume full antenna and RRU load Factored Moment: (Yl',M,,,.. -= W (Antp + RRU + Dish .4,, = ;3. 5 kip - in arm"WAnd Bolt Load (tension): Ttoad 295.806 Ibf Bolt Load (shear �): SIoad = W • (Ant p + IU?U + Dish = 73.952 Ibf E OCENTERLINE '0� OONS 16360 Table Mountain Pkwy, Golden, CO 80403 / 301993.3293 IV 06�� I-MMAU load - calculate reaction at top bracket W (Antp + I?RUp + Didy) + R= 591.613 Ibf R It Load (tension): Toad 2 t , )Ij = - 147M3 Ibf II(Ity H *CENTERLINE SOLUT4006 16360 Table Mountain Pkwy, Golden, CO 80403 / 301993.3293 Ms. Danielle Fluxtable Sprint RE: Sprint 2.5 Project DN63XCIO4 "Clear Creek Bldg DEN387 Antenna Mount Analysis Dear Ms. Huxtable: Centerline Solutions performed a structural review of the existing antenna mount at the above referenced site. The existing antenna mounts cannot support the proposed antenna installation. New mounts must be installed to safely support the new Sprint 2.5 Antennas and RRU's. Centerline solutions recommends MT-222 mounts with a minimum 2.5" Std pipe or similar mount approved by engineer. All new antennas and equipment shall be placed on the building as shown in the drawings issued by this office. Please contact us with any questions, Sincerely, Ryan Guerrero, PE ArT: Calculations OCENTERLINE 16360 Table Mountain Pkwy, Golden, CO 80403 303.993.3293 Malunt Analysis Standards - TIA-222-G CODES - IBC 2012 ASCE7-10 Qttgalgada� Wind Load Factor: W -= 1.6 TIA 23.2 Wind 3-sec gust: V = 100 mph Elevation (centerline): z —= 1,64 ft Structure Class: Class - "11" Exposure: Exp = 44C!11 — Topographic Factor, Kzt: k =— 1.0 Topographic category 1. Wind Direction Factor, Kd: k, —=.85 TIA Table 2-2 Importance Factor, I. 1=1 Velocity Pressure Coefficient, Kz: k�, = I .405 TIA 2.6,51 Gust Effect Factor: G —=.85 TIA 2.6.7 Antenna: 1,,,,, = 61 in P'�QftleA:= "I"' weight ... 1 , -.= 36 lb RRU: vi, M6 in Profile,.,, 1" , weight,,,, r 54 1b Dish: L)ia:= 0 ft weiglltdish�=o Ib Profile Round or Flat (r/f) A jwjj := max (lant " want I lant d drlt ) = 5•083 ft2 Profile Round or Flat (r/f) A,,:= max • lv",, . h * d = 2.002 ft 2 Adish= O25 - -g - Dia2 =0 ft 2 96 in 0.D =- 2.875 in S Inpe = 1.01. in 3 - 1.01.in ,),, H 36000 psi d,,, = 12 in Itzrtaelet 36 in Ift'" 24 in ✓I) (41jrj2w =- 0-5 in 4 d. =- 3 in M OCENTERLINE SOLUTIONS 16360 Table Mountain Pkwy, Golden, CO 80403 / 303-993.3293 zm��� F,,,, -- q - G - w, = 31. 174 p "Opfree I pij*� — lbrarkel -- l ftl , . Top 36 in ant -= I if > length of antenna use < than use 1/2 of antenna load only - assume RRU Moment Arm: "OU10111U= Topfr", Factored Moment: M — W (Antp + RRIJ + Dish,) - Mai Resistance Factor: =.9 Bending Stress: a.:= M 10.544 kai Spit- Allowable Stress: �6 - f�, = 32A ksi Stress Check: C1uxk,, : = 1 < 1.0, "OK", ING" ) ) = 11 0K Cbegk aacbx WU; Calculate OTM on mount from side - assume full antenna and RRU load Factored Moment: 0'TA1,.,,, W (Antp 4- RRIJ + Dishp) - (I = 3.55 kip - in OTA1 11KIullt Bolt Load (tension): T1oad — — = 295.806 Of 11 0ne , (, Iamr tp + IM1,1 + DiSILP) Bolt Load (shear): S1oad 73-952 1bf n(Mr E IOCENTERLI N E SOLU T I ON5 16360 Table Mountain Pkwy, Golden, CO 80403 / 301993.3293 load - calculate reaction at top bracket R:= W (Antp + RRU + 19isiq) - (Aforn + I = 591-613 Ibf Ibrcu*0 Bolt Load (tension): 'IIo(mi2j),,j,:= R — = 147.903 Ibf 'Itam" approval. m OCENTER�IN,� L=L'" Ms. Danielle Huxtable Sprint RE: Sprint 2.5 Project DN63XC104 "Clear Creek Bldg DEN387" Antenna Mount Analysis no UUM installation. New mounts must be installed to safety support the new Sprint 2.5 Antennas and RRU's. Centerline solutions recommends MT-222 mounts with a minimum 2.5" Std pipe or similar mount approved by engineer, All new antennas and equipment shall be placed on the building as shown in the drawings issued by this off ice. Please contact us with any questions. 3= Ryan Guerrero, PE ATT: Calculations APPROVED & to Field Inspections Rdge Building Dept, Signed,__A __ Plan checkw ■ OCENTERLIN,E 16360 Table Mountain Pkwy, Golden, CO 80403 301993.3293 HauatAaftiia Retemn= Standards - `l°IA -222 - CODES - IBC 2012 Outer Diameter: AS E7-10 Section Modulus. Wind Load Factor: W=— 3,5 TIA 2.12 Wirid 3 -sec gust: 100 mph Elevation (centerline): z S 16 ft Structure Class. ass - C Exposure: 7 k x - "C- Topog Factor, k, 1.0 "Topographic category 1. Wind Direction Factor, lid; k ' TIA Table -2 Importance Factor, I: I= . Veloc Pressure Coeffident, w � IA05 TIA 2.6.5.2 Gust E ffect Factor. l G E.85 TIA M.7 aWDn Antenna: I.,t 61. i W 12 in ex#a .:3 in •ofile = war+ P Round or Flat (r/ ��77 3 )fig �:[ eiq "I,,,,,t ":": l ., �} / � /��?«� ft ""t7Y#1.. �`�� \ � w ,,,Ybf , I fd4tj, - fF11j.) '"` 5..083 } gyp g w.,,,. 18.6 in ,,yy 7 .5 file, - " Profile Round or Flat r/) g weight, 554 I$# Yyy"#.' #d [yFy g ' : Y"Y"Et "".., max max t "4"Y'Yd '' � . �F"€. , °7"tl n. 't . �.^ 2.4, 0 t f ,.F"" Dish. INIa =,0 t Dish: ��'yv F, weig dish -'= of b dish : = 1 .6641 r/out radorne, "TI #222 -tom table -I. q ,^ 2 , q � s" ` F •,jj,R h, ..... 0. 5 0 "#T -,IXa = of t Total Length; I�, # ��, 96 in Outer Diameter: 01 ),,i #e - 2.875 in Section Modulus. siliw � 1.0 -in 3 Yield Strength, f y - 36000 Standoff distance: d,,, = 12 in Length betwee brackets. Ixtt#<c 36 in Free length at bottom Ifree - 24 in Anchor Diameter. 0, # ,,. °�, -0.5 in Anchor Number, Ti,,, #fi Anchor Spacing. ,,,, - 3 in OCENTERLI, SOL 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 Velocity Pressure: q 0,00256 - k, - k jtt - k - V2 - I - psf = 30.563 PSf Antenna Pressure: FA -= q- - G - C = 36.37 psf RRU Pressure: F"", — q - G - C,,, = $1.174 psf Dish Pressure: F = = q, - G - CALh = 43.231 psf AOtenO&A&M%MLQIeCL Check bending of pipe Free Length of Pipe (top): TOPfr'.':= IPip. if > length of antenna use Top = 36 in full antenna and RRU load if < than use 1/2 of antenna load only - assume RRU Number of appurt: ant = I mounted between supports 0 dish 0 Appurt. Wind Loads: Antp = ant -A.,,, - F"4 184.879 Ibf Dishp dish - A,, - F = 0 Ibf *Place total load at top of pipe minus 1/2 the antenna height otherwise at Top of free length Moment Arm: Factored Moment: M.. = W (Antp + R-RUp + Ihshp) - Almn, cbedundmblab; Calculate OTM on mount from side - assume full antenna and R load I Factored Moment: OTIN W (Ant + RRU + Lhsh 155 kip - in OTIVI .. Ount Bolt Load (tension): Tload 295.806 Ibf Bolt Load (shear): Sload&,tt.= W - (Antp + RRU + Dish,) = 73-952 Of 'nel1w U OCENTERL N E 16360 Table Mountain Pkwy, Golden, CO 80403 303.993.3293 Calculate OTM on mount from r at RRU .; d - calculate reaction at top bracket br ark *t Bolt Load (tension): d r,atj, — = 147.903 Of 71 1411C ipproval. 0 THESE OUTLINE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT STANDARD CONST SPECIFICATIONS, INCLUDING CONTRACT DOCUMENTS AND THE CONSTRUC77ON DRAWINGS DESCRIBE THE WOW TO ORMED BY THE CONTRACTOR ,PLY WITH APPLICABLE NATIONAL cooEs AND STANDARDS. LATEST EDITION, AND THEREOF 3 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK IDEN77FIED AS UNACCEPTABLE IN SfTE INSPECTION ACTIVITIES ANQ10R AS A RESULT OF TESTING. 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLA77ON MOPS. Qj AM@ !boakwzL=#AL WORK SHALL COMMENCE PRIOR TO COMPANYS WRIT" NOTICE TO PROCEED AND THE ISSUANCE WORK ORDER, ♦ # GQmm%whlRG; PERFORM ALL COMMISSIONING AS REQUIRED BY APPLICABLE MOPS lbffma• PERFORM ALL INTEGRATION ACTNMES AS REQUIRED BY APPLICABLE MOPS lVMMA6X THIS SEC77ON SPECIFIES INSTALLATION OF ANTENNAS, RRUS, AND CABLE EQUIPMENT INSTALLATION, AND TES77NG OF COAKIAL FIBER CABLE ere PAK0 A" W& SE ) 6100 SPRINT PARKWAY OVERt.AND PARK, KS 66251 JFAIV�# MZ w& B31 lmmm� PREPARED CENTERLINE SOLUTIONS k*aming Wmete�s Netwrks 16360 TABLE MOUNTAIN PARKWAY GoMp. n, CO $0403 303 993-3293 WWW.CENTF,RLtNESOLUriONS.COM A 3 4 6 1 l t ,vi *A I Irl 14. )L THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE A40UNTS SO THAT THE ,,qOTTOM STRUT IS LEVEL THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN I DEGREE! 6 ANTENNA MOUNIING REQUIREMENTS PROWDE ANTENNA MOUNTING HARDWARE AS INDICATED ON THE DRAWINGS. FIBER SUPPORT FIBER BUNDLES USING 9' VELCRO STRAPS OF THE REQUIRED LENGTH 0 18" OC, STRAPS SMALL BE Ul OIL AND WATER RESISTANT AND SUTlABLE FOR INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY Ti OR APPROVED EQUAL b, DC SUPPORT DC BUNDLES WITH ZIP 77ES • THE ADEQUATE LENGTH. ZIP TIES TO BE UV STABILIZED, &ACK NYLON, WITH TENSILE STRENGTH AT IZOW PSI AS MANUFACTURED BY NELCO PRODUCTS OR EQUAL "RIPAR90 8, CABLE TERAIIN477ON nTTINGS FOR CON04 PiRRAM, CENTERLINE SOLUTIONS Advancing Wwetess Ali Ru, �# ok �-ll A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUN77NG BRACKET INSIDE DOOR$ OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. B BRANCH CIRCUITS FEEDING AVIA17ON OBSTRUCTION LIGH77NG EQUIPMENT SHALL BE IDMi AS SUCH AT THE BRANCH CIRCUIT PANEL"i al OWN' 16360 TABLE MOUNTAN PARKWAY 13okien, CO 80403 303-9933293 WWW.CENTF, RUNESOLUTION&COM R E GlSj N A I ALL SCALES ARE S tl")R A SiZE FoRaJECT NFORMATON DN63XC104 4251 KIPLING ST WHEAT RIDGE, CO 8 JEFFERSON, CO 80033 DRAM BY I CHECKED BY JAPPROVEDBY 1A I JN K S sk- , TUE A L48EL CIRCUIT BREAKERS ACCORDING TO SPRINT CELL SITE ENGINEERING N077CE — EN 2012-001, REV L NUMBER L P 2 in 6100 SPRBIT PARKWAY 0 NERLAND PARK, AS 66251 8, CABLE TERAIIN477ON nTTINGS FOR CON04 PiRRAM, CENTERLINE SOLUTIONS Advancing Wwetess Ali Ru, �# ok �-ll A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUN77NG BRACKET INSIDE DOOR$ OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. B BRANCH CIRCUITS FEEDING AVIA17ON OBSTRUCTION LIGH77NG EQUIPMENT SHALL BE IDMi AS SUCH AT THE BRANCH CIRCUIT PANEL"i al OWN' 16360 TABLE MOUNTAN PARKWAY 13okien, CO 80403 303-9933293 WWW.CENTF, RUNESOLUTION&COM R E GlSj N A I ALL SCALES ARE S tl")R A SiZE FoRaJECT NFORMATON DN63XC104 4251 KIPLING ST WHEAT RIDGE, CO 8 JEFFERSON, CO 80033 DRAM BY I CHECKED BY JAPPROVEDBY 1A I JN K S sk- , TUE A L48EL CIRCUIT BREAKERS ACCORDING TO SPRINT CELL SITE ENGINEERING N077CE — EN 2012-001, REV L NUMBER L P 2 in t')k 6100 SPRINT PARKWAY OVERLAND PARK, KS 66251 EX, & NEW SPRINT (SEE C.R. GA oc r4mir4f lml4Itj'4Fv%z� E� tw zw S (SEE SHEET A4) ECTCIR w 0 10 2Q W, SCAM 3/32'-1 CENTERLINE SOLUTIONS AdvanatV WMess Nehwtks 16360 TABLE MOUNTAIN PARKWAY Goiden, CO 80403 303-993-3293 VVWW.CENTERLlNES0kUl'K)NS,C0M PRUIARM S p ri nt')-o 6100 SPRINT PARKWAY OVERLAND PARK, KS 66251, CENTERLINE SOLUTIONS Advancing Wifeless AeRwrks 16360 TABLE MOUNTAW PARKWAY Golden, CO 80403 303 993-3293 WWWCENTERUNBOLUMNS,COM REG' 2 X, 61,1 a ARE SFT rOR N CLEAR CRM BWG DEN387 DN•3XC104 4251 KIPLING ST WHEAT RIOGE, CO 800,33 JEFMRSON. CO 80033 aft A I JN I KS SHEET NUMBER A2 m 15*-0" FENCE PLAN SCALE: 112"-1'-0" • C16) aging ANTENNA PER SECTOR T.O. BUILDING C-L NV n EX, SPRINT EQUIPMENT ENCLOSURE NEW ELEVATION SCALE. 1116"=I'-O" ED EQUIPMENT ENCLOSURE EXISTING ELEVATION SCALE� Il EN sm PAINLTNEW 2.5 ANTENNAS NEW 2.5 ANTENNAS TO BE NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL TOWERIANTENNAIMOUNT ANALYSIS REPORT TO MATCH NV ANTENNS MOUNTED ON NEW MOUNT (SIGNED AND SEALED) TO BE PROVIDED (SEE SHEET A6-DET.3) UNDER SEPARATE COWR CONTRACTOR EX, SPRINT W GPS ANTENNA PRIOR TO CONSTRUCTION SHALL REVIEW THE APPROVED TOWERIANTENNAIMOUNT (1) NEW SPRINT Z5 ANALYSIS REPORT SUPPLIED BY SPRINT (1) EX. SPRINT NV PER SECTOR AND MODIFY IF REQUIRED ALL APPLICABLE MEMBERS AS INDICATED IN CERTIFIED ANTENNA ANTENNA STRUCTURAL REPORT PRIOR TO -------- PER SECTOR T.0, BUILDING INSTAUATION ON STRUCTURE 1, THE SIZE, HEIGHT AND DIREC77ON OF EX, SPRINT EQUIPMENT ENCLOSURE NEW ELEVATION SCALE. 1116"=I'-O" 1 T CHNC? tJGY Gt7L4R Ct 81l t SCALE: NITIS. SEE NOTE 3 NOTES: 1) 6 CONCRETE SLAB 2) REFER TO SITE PLAN FOR PAD ORIENTATION. `0 JCONCRETE SLAB DETAIL SCALE: C ELILIM cogm pj; fal Im. I A 1:101 Immms c 121 * # B. WELDS ... AWS E 7OXX ' Aw'DFOR AN� YRXM,D FOR STRUCTURAL NOTES CXCEPTION IS TAKEN TO AISC CODE OF STANDARD PRACTICE 1.0 GENERAL CONDITIONS 'ARAGRAPH 4.2.1 REGARDING OWNERS AND FABRICATOR RESPONSIBILITY FOR CONNECTION DESIGN AND DETAILING IS THE 1.1 DESIGN AND CONSTRUCTION OF ALL WORK SHALL CONFORM TO CONTRACTORS RESPONSIBILITY. ENGINEER'S REVIEW OF SHOP THE IBC 2009 EDITION AND ALL OTHER APPLICABLE STATE CODES, DRAWINGS IS FOR GENERAL CONSIDERATIONS ONLY AND DOES NOT OF THESE RESPONSIBILITIES BY THE ORDINANCES, AND REGULATIONS, IN CASE OF CONFLICT BETWEEN THE CODES, STANDARDS, AND REGULATIONS. SPECIFICATIONS, CONSTITUTE AN ACCEPTANCE GENERAL NOTES AND/OR MANUFACTURER'S REQUIREMENTS. USE THE OWNER AND/OR ENGINEER. MOST STRINGENT PROVISION. CkEcKmsy w >. 1.7 IT IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS 3.0 STANDARDS FOR ALL CONCRETE WORK PROJECT THAT THE CONTRACTOR OR SUBCONTRACTOR OR 31 ALL CONCRETE WORK SHALL CONFORM WITH ACL 318-99 OR LATEST. DETAIL REINFORCING IN CONFORMANCE WITH ACL SP66-88 PLACING CONCRETE UNDER SLABS. INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES SHALL OR LATEST. 6100 SPRINT PARKWAY EXCULPATE THE ARCHITECT, THE ENGINEER, THE CONSTRUCTION 12 NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS OVERLAND PARK, KS 66251 MANAGER, THE OWISIM AND THEIR AGENTS, FROM ANY LIABILITY DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP 3,8 ALL CONCRETE SHALL BE PORTLAND, TYPE 1 CEMENT WITH A WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS, DAMAGES, SPLICES WHERE PERMITTED SHALL BE A MINIMUM OF 30 BAR MINIMUM OF 28 DAY STRENGTH OF 3000 PSI., 4' SLUMP AND A LIABILITY OR ANY EXPENSE ARISING IN ANY MA FROM THE DIANIETFIRS, MINIMUM AIR ENTRAPMENT OF 4%. WRONGFUL OR NEGLIGENT ACT, OR FAILURE TO CARRY OUT THE 3.9 ALL REINFORCING STEEL SHALL BE E 60, ALL REINFORCING WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, OR THE SHEET NUMBER MESH SHALL CONFORM TO ASTM A 185. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT IN CONNECTION WITH THE WORK. 1.21 DO NOT SCALE DRAWINGS. 1,4 VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER 8/1/14 FINAL CONST Ml MANUFACTURER DRAWINGS. 1.5 SUBMIT ONE SEPIA AND TWO PRNTS OF ALL STRUCTURAL SHOP 6/13/2014 100% CONST IA DRAWINGS. MARKED UP SEPIA SHALL BE RETURNED. — 4/10/14 90% CONST IA 1.6 DESIGN LOADS ARE: REVISON WIND SPEED 105 MPH 3 SEC EXP C REV DATE DESCRkPTION SEISMIC ZONE I MSUED FOR SNOW LOAD 30 PSF CONSTRUCTION 2.0 STEEL 2.1 MEET OR EXCEED THE FOLLOWING CODES & STANDARDS (LATEST EDITION) EXCEPT AS NOTED: A. STRUCTURAL STEEL.,.AISC SPECIFICATION & CODE OF STANDARD <#>CENT ERL IN E PRACTICE SOLUTIONS —SHAPES AND PLATES... ASTM A572 —PLATES SENT OR COLD FORMED ... ASTM A 283, GRADE C Advancing HlreleSS NeAvorkS — PIPES,., ASTM A 53, GRADE 8 —STRUCTURAL SHEETS, HOT ROLLED_,ASTM A 510 16,360 TABLE MOLMAIN PARKWAY —COLD FORMED STEEL TUBING...ASTM A 500 GRADE 8 olden, CO 403 G 303 993 32 80 93 —BOLTS, NUTS & WASHERS FOR ANCHOR BOLTS AND SECONDARY WWW-CF.NrERLINESOLUTIONS.COM C ELILIM cogm pj; fal Im. I A 1:101 Immms c 121 * # B. WELDS ... AWS E 7OXX CXCEPTION IS TAKEN TO AISC CODE OF STANDARD PRACTICE CLEAR CREEK BLDG DEN387 'ARAGRAPH 4.2.1 REGARDING OWNERS AND FABRICATOR RESPONSIBILITY FOR CONNECTION DESIGN AND DETAILING IS THE DN63XC104 CONTRACTORS RESPONSIBILITY. ENGINEER'S REVIEW OF SHOP 4251 KIPLING ST DRAWINGS IS FOR GENERAL CONSIDERATIONS ONLY AND DOES NOT OF THESE RESPONSIBILITIES BY THE WHEAT RIDGE, CO 80033 CONSTITUTE AN ACCEPTANCE JEFFERSON, CO SW33 OWNER AND/OR ENGINEER. DRAW4 BY CkEcKmsy APPROVED 8v 3.6 COMPACT STRUCTURAL FILL 95% PROCTOR DENSITY PRIOR TO 3.0 STANDARDS FOR ALL CONCRETE WORK A JN 31 ALL CONCRETE WORK SHALL CONFORM WITH ACL 318-99 OR LATEST. DETAIL REINFORCING IN CONFORMANCE WITH ACL SP66-88 PLACING CONCRETE UNDER SLABS. OR LATEST. 17 1/4 CHAMFER ON ALL CORNERS AND EDGES. 12 NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP 3,8 ALL CONCRETE SHALL BE PORTLAND, TYPE 1 CEMENT WITH A SPLICES WHERE PERMITTED SHALL BE A MINIMUM OF 30 BAR MINIMUM OF 28 DAY STRENGTH OF 3000 PSI., 4' SLUMP AND A DIANIETFIRS, MINIMUM AIR ENTRAPMENT OF 4%. 2 1 NOT USED SCALE* N.T.S. 3.3 PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOW ON DRAWINGS. CLEAR CREEK BLDG DEN387 34 WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT DN63XC104 SIDE AND END LAPS SHALL BE TIED TOGETHER, 4251 KIPLING ST WHEAT RIDGE, CO 80033 3.5 CURE AFTER FINISHING CONCRETE. KEEP MOIST FOR 7 DAYS JEFFERSON, CO SW33 AFTER POURING, DRAW4 BY CkEcKmsy APPROVED 8v 3.6 COMPACT STRUCTURAL FILL 95% PROCTOR DENSITY PRIOR TO A JN KS PLACING CONCRETE UNDER SLABS. 17 1/4 CHAMFER ON ALL CORNERS AND EDGES. D ETAI LS 3,8 ALL CONCRETE SHALL BE PORTLAND, TYPE 1 CEMENT WITH A MINIMUM OF 28 DAY STRENGTH OF 3000 PSI., 4' SLUMP AND A MINIMUM AIR ENTRAPMENT OF 4%. 3.9 ALL REINFORCING STEEL SHALL BE E 60, ALL REINFORCING SHEET NUMBER MESH SHALL CONFORM TO ASTM A 185. 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT, CONTRACTOR SHALL PERFORM ALL FIELD VERIFICATION AND EXAMINATION wx «x TO THE ORDERING OF x , EQUIPMENT AND THE ACTUAL CONSTRUCTIOW CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER D OWNER LISTING ALL MALFUNCTIONS, EQUIPMENT, « DISCREPANCIM 3. THESE PLANS ARE SCHEMATIC ONLY; CONTRACTOR SHALL FOLLOW . POSSIBLE. 4. ANTENNA MOUNTING HEIGHTS AND AZIMUTHS SHALL BE VERIFIED WITH OWNER PRIOR TO 28. ALL #2 TINNED BARE COPPER DOWNLEADS TO BE PROTECTED BY J" PVC PIPE AND SECURED. 29. COMPRESSION FITTINGS TO BE USED ON ALL CONDUITS (NO SETSCREWS). ELECTRICAL EXiSnNG FENCE N • ■ NEW CHAINLINK FENCE EXISTING U/G ELECTRIC Ell « « EXISTING A/G ELECTRIC EXISTING UJG TELEPHONE —uw—uw—uw— ABBREVIATIONS AAV ALTERNATE ACCESS VENDOR GNO GROUND RGS RIGID GALVANIZED STEEL ACCA ANTENNA CABLE ASSEMBLY GPS GLOBAL POSITIONING SYSTEM RRH REMOTE RADIO HEAD AFF ABOVE FINISHED FLOOR GR GROWTH (CABINET) RRU REMOTE RADIO UNIT AFG ABOVE i GRADE RIGID x« SURGE PROTECTIVE DEVICE AWS ADVANCED WIRELESS SERVICES IGB INTERNAL GROUND BAR S/S STAINLESS STEEL A/C ABOVE GROUND IGR INTERIOR GROUND RING (HALO) TVs$ TRANSIENT VOLTAGE SURGE SUPPRESSOR AG8 ANTENNA GROUND • IATE METALLIC CONDU AWG AMERICAN WIRE GAUGE ISCW INSULATED STRANDED COPPER D I GITAL sou BASEBAND UNIT LTE LONG TERM EVOLUTION U/G UNDERGROUND BCW BARE COPPER WIRE LTFC LIQUID TIGHT FLEXIBLE CONDUIT Wp WEATHERPROOF BSCW BARE • r COPPER WIRE •r WW WIREWAY BTCW ;, t COPPER WIRE MGB MAIN (OR MASTER) GROUND BAR x TRANSFORMER CONDUIT NEC NATIONAL «• CAB CABINET «. CGB COLLECTOR GROUND O. VISION CKT CIRCUIT « D w x` « • x « A ••« • x PERSONAL COMMUNICATION SERVICES DEI DIGITAL EXPANSION POWER .« « DISC DISCONNECT RADIO CABINET EMT ELECTRICAL METALLIC TUB POLYVINYL CHLORIDE GFCj GROUND FAULT CURRENT INTERRUPTER POWER ELECTRICAL EXiSnNG FENCE N • ■ NEW CHAINLINK FENCE EXISTING U/G ELECTRIC Ell « « EXISTING A/G ELECTRIC EXISTING UJG TELEPHONE —uw—uw—uw— NEW U/G ELECTRIC NEW U/G TELEPHONE NEW FIBER OPTIC HYBRIFLEX CABLE ELECTROC . __.,...... x ._,_ EXISTING FENCE ----X X X NEW FENCE NEW CHAINLINK FENCE EXISTING U/G ELE IC 0 1 _.�, < ....___. {,, �. EXIST! O /H ELECTRIC EXISTING A/G ELECTRIC EXISTING U/G TELEPHONE (1) EX. SPRINT NV AN TENNA & (2) R�RUs EXISTING FIBER OPTIC EXISTING HYBRIFLEX CABLE — uw— — –t — NEW U/G ELECTRIC (1) NEW 2.5 NNA & (1) RRU — --^ — NEW O /H ELECTRIC ROOFTOP EQUIPMENT -- AV – — NEW A/G ELECTRIC BY OTHERS t ---uaT r user — NEW U/G TELEPHONE NEW FIBER OPTIC NEW HYBRIFLEX CABLE 1. ELEVATION REFERENCE. TOP NUMBER IS THE DETAIL; BOTTOM NUMBER IS THE SHEET NO. f ? 1 (1) NEW 2.5 4 TEN & (1) RRU r EX. SPRINT HYBRIFLEX CA (1) EX. SPRINT NV — ANTENNA & (2) RRUs EX. ANTENNAS BY OTHERS CABLE TRAY BY -1 SITE ELECTRICAL LAYOUT ANTENNAS BY OTHER r` EQUIPMENT AREA (BY OTHERS) (1) EX. SPRINT NV - ANTE NNA & (2) RRU (1) NEW 2.5 ANTENNA & (1) RRU-`' Mmieffliffigm MEE EX. SPRINT NV ANTENNA 7 ..... ..... -----?TO MGB —#TO MOB "' EX. SPRINT NV RRU'S am 6100 SPRINT PARKWAY OVERLAND PARK, KS 66251 wic• AU SCALE S ARE SET PRO-f-CT NFORMATK EX, SPRINT HYBRIFLEX CABLE m 1099� •� TO ENCLOSURE 8 GROUND RING TO ALPHA AGB TO BETA AGB TO DELTA AGB NEW 2.5 HYBRIFLEX CABLE FOLLOW EX. HYBRIFLEX ROUI CLEAR CREEK BLDG DEN387 DN63XC104 4251 KIPLING STREET WHEAT RIDGE, GO 80033 JEFFERSON COUNTY I SRAM BY c" ECKEDBY APPROVED BY I PAK lJN PAK I R SHEET NUMBE E5 m ANTENNA SECTOR 1 800/1900 MHz 2500 MHz SPRINT SPRINT ANTENNA ANTENNA ANTENNA SECTOA—iLl— 800/1900 MHz 2500 MHz SPRINT SPRINT ANTENNA ANTENNA 9 < EXISTING EXISTING SECTOR AGB t SECTOR AGS Rlorrmm #2 AWG EXISTING CGB--/ (IF APPLIC.) ca ra ca x X X Z Z, AWG GROUNDS TO NEW GROUND RING ca ra ca x X X Z DC (E) _#2 AWG AWG AG - ----------- - - - - ...... - -------- -- - #2 AWG GROUND TO EXISTING BUILDING STEEL ANTENNA SECTOR 3 800/1900 MHz 2500 MHz SPRINT SPRINT ANTENNA ANTENNA 9 w riuo•a:*V aim RU QAMYS.AWNE1 RU JaATTFRY STRING IN CASN r3 `kuFnt ; '.` 1: i [� G ;asc Rt Rlk-, :'. Ell yJsaiw�A,uR'`i. asl,�l I 42U k �;.z SPACE F.. 66 �af}k i r 42U H��q�> ..ACE F 66 GPS *ter BLOCK, CPS ` , BLOCK, SPLUTTER �$L� C. M t.' SPLUTTER _ .:: .... .. . ... .. .� S z 36U GROUND' GROUND BAR BAR % ! + t+a ND "ig§jtw BAR a x ya } 1 3 all f t>U14s$ r N Al 32U 32U 31y' TT1113n ' PC C s BATTERY �tICMt pG t e� .p 2f1k7 a _ BREAKER " 66 BLOCK ., 4 8AfS11iT k _. 281t "',w8tf CABLE AC INPUT ..... 66 BLOCK d1r 1 cxs x4+r SU FOR DU AC INPUT,,... BATTERY 24U Urxs u+wTs CIRCUIT TERMINAL BREAKER i 1 CIRCUIT BREAKER u d EAIi1 b— U x p» -- EAIU+4 --U ! �' k k 2OU 1 ' k + ` .... ,. 1 . yyqq ` ., t 7tlU ._.. ,. ..e� IOU .. _„ .. _ .. SPUTTER FGiM1 i i , •T y T�{ER 1e1s l .. + trstae At E.R CE P SPA U9 ; S LI �, � ? ;..: }1 BA .,..__..._ 14U 12U SOU FOR AUX . a � k t1Lt AU I O U X g1 ATTEPtY IOU I OU ,- r ,.�_. �. �.. M ou Y � su ou FRONT VIEW w FRONT VIEW FRONT VIEW 4U FOR BATTERY 1 40 zi STRING ,..: `! ITYPICAL SAMSUNG CABINET CONFIGURATIONS SCALE, N.T.S. 2 ITYPICAL SAMSUNG CABINE ELE SCALE = N,T.s. LEFT DIN RAIL SERVICE LIGHT f' N 2.5 MMES CABINET ., . _.... _ SMOKE DETECT ..._. RU r , r ... v NEW DC IBUTCON DISTR t 34U RIGHT DIN RAIL S s`� 4 �. -r i �,w I.. s 32U r' N A RF)MF E11 M !A A� u im NEW I�ECTIF'E R S 1111[Ake6M iN F4^ia! r 26U _... t SUPPORT PLATEcaAO BREAxERS tu+ 1c1r > 18 { 1ST OUP OF OC SPDs 22U �_ x 1 � �'._` ti NEW 2.5 SBU K!T - 2OU 2ND GROUP OF DC SPDs ..,k _. .w .._ .. . {PER RFDS} 18 SUPPORT FOR BSDU \ 16U �" { -�DC RECTIFIERS � 141! 12U 10U POWER PLANT NEW AUX. 3RD GROUP OF DC SPDs _ELIUIPMENT BU 6U # NEW DC SPD BLOCK 4U .. _e $'.'. �ir__u ^� 1 MONI 45J41 t ........ ..... .... ........... _ DOOR WITH 2X FAN AND FILTER SAMSUNG MMBS CABINET ELEVATION AND RECTIFIER DETAII. SCALE: N.T.s. 4 SAMSUNG 2,5 MMBS EXPANSION CABINET ELEVATION SCALE. N »T.s. m m COMML)NITY DEAIELC)PMENT Building & Insp"don Services Division 7500 W, 29 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax 303-237-8929 Inspection Request Lim 303-234-5933 Property Addrimtsx '141 r Proitorty Owner (please print) _. PP Kjw,-") V --- Q'I - 1 1 ; 1 117 Malfing Addrom fif different than property aid dres�,) �..; i I � F Vc- &, L X, k, Contractors City License #, Plan # pe"nit # 22§SjjQjjR0 21&2& (Fully describe work to be performed - Attach additional sheet if necessary) &A1'5V1JG ContradVakwofalIWOW FAUU Review Fee ftlue at time of qtr bmiltz-)0 Squares,___ BTU's Gallons —_ Amps Sq Ft, 0"'NER/CONTRAC'MR SIGNA OF UNDERS 'FAN DING AND AGREEMENT I herchv cxnifv that dic SClhack distances prop"'Cd by thi, penuit application are acctimw and donot 60atc �4ppficahlc ordinance's rkdes of rcgulations of th e City M'Whew Ridge or c(Actiant%, cawmcw, or rcstriviions of rccorct that all measummons shomi and aHvgaiions made ary accuratv, diat I fame read and agrev to abide by all cmlditions� printed on diis application and that I as,ufnc full wNponsibility fiir compliance "ith applicable City of'Whcai Ridge emics ind ordinances f6r work under ans permit ksucd ba on atsf 31111fication; dnv I am dw legal owner or have bwn authod/W by the Jvgal owncr of flic pro sty to jwrttmn the described N%ork and am ad by tile fe"taf owfwr of any vmtiry included tit) thi,, application to list that cmity on this applic"Ition, CIRCLSOMNIN (011NER) (CONTRACTOR) lLr (417,110MIZE'D -, - r - Z=NAME-- 15 TIVE) qf (OWNE'R) ((VATRACT0,R) CZ> Mr. Tom Walker General Dynamics RE: DN63XC104 "Clear Creek Office DEN387" Antenna Mount Analysis Dear Mr, Walker: Atecs performed a structural review oft e existing antenna mounts at the above referenced site. All antenna mounts need to be replaced to support the new NV antennas, the current antenna mounts use brackets and clamps that are not suitable for structural loading. We recommend replacing all the existing mounts with (1) Andrew MT-222 and (1) 2.5" SCII 40 mounting pipe at each sector. All new antennas and equipment shall be placed on the building as shown in the drawings issued by this office dated -3/22/13, Please contact us with any Sincerely, Khristopher Scott, PE ATT: Calculations APPROVED Subject to Field Inspections Wheat Ridge Buflding Dept, D a t e Signed:, Plan checker E lz�t M Aa,t - p - Lpipe I Ranchortop := spacs Ranchortop = 206.759 lb TotPallow = 2.26 x 1 0 3 lb OK! upp CODE BLOCK `� PROJECT DESCRIPTION I K Work shall comply with 2006 IBC, IPC, IMC, 1FGC% IFC, 2005 NEC" T and any applicable City of'Wheat Ridge Municipal Codes, DESCRIPTION VICINITY MAP CONSTRUCTION E. ja OCCUPANCY. JURISDICTION. WHEATRIDGE FROM INTERSECTION OF 1-25 & 1-70, DEPART 1-25 SOUTH. TAKE EXIT 214A TO MERGE ONTO 1— 70 WEST USE. COMMERCIAL TAKE EXIT 267, TURN LEFT ONTO KfPLtNG ST, FOLLOW TO SITE PARCEL I: LOT 3 LEASE AREA 105 Sq Ft DRITING DIRECTIONS 111 111 GOLDEN, CO 80403 CONTACT.- CHARLIE AUGELLO PHONE (720) 236-9199 WWW.ATECS.COM Q 1i i Bills, 0 11 N land4 of perrnft;, The issuarve of a permit or approval of plans, spedfications and mmputations shall not be a pwnit for, or an approval of, any vVafion to any of the provisims of the btaking code or of any City ordinances. Perntits presurring to give authority to k4ate or Camel the, provisions of the building codes or other ordinances of the City shah not be valid, M S U rA [ msum�F61i CONSTRUCTION A, N IN SHEET NWABER ��t T 4251 KIPLING STREET WHEAT RIDGE, CO 80033 JEFFERSON COUNTY LATITUDE: 39,77613* (NAD 83) (PER PLAYBOOK) ONGITLIDE: -105.11058 (NAD 83) (PER PLAYBOOK] ROOFTOP-561-811 }.. t o f + # + }.., #tom : }, .. by } + } # H.« N } }.. }• # i 4 t° I� f^'1 : #.. + }. .,... # * y »Y # t' t r !` R- i•: � t f t �y[`�.*',�,1v.+#� # t i t # .. ♦ # « !` « # + } # # t jj'�{ jr�} + a } « } - # a :t ♦: } i #- «t *.: .+ t k` # 4 k # "s # P # ♦ }.: +r. N . . . #.. WIR yF / el M + + « yY } #. } t +. # ` ♦ }., } #.# * #.. #.. }* # ,.. 1. }. +. * }.. }.,. .: N 4, s � } +. # .+ .... +# } G #... }: }.. : *r R # •: Ml ': # # t f MSUEDFOR CONSTRUCTION 16360 Table Mountain Parkway G o l den , P # + "i wwwotecsxom "^ + .# + .# L t # r M Y } e. 4:' # Y # « # ': #' ♦ }.. * }, ♦.. «} }.. r fi ` 5 4 # CLEAR CREEK BLDG DEN387, fi x + « R }} : # * }." ". ,.♦ } :. w 4251 KIPLING STREET WHEAT RIDGE, GO 80033 JEFFERSON COUNTY GENERAL NOTES REPAIRED AND/OR REPLACED TO THE OWERS SATISFACITON AT NO ADDITIONAL COST TO THE CONTRACT, I& ALL SUITABLE 8MROW MATERIAL FOR BACK FU OF THE VIE SHALL BE INCLUDED IN THE 00. EXCESS TOPSOfL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF S17E AT LOCATIONS APPROV0 BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT Wimflalo-1 STANDARD CONSTRUCTION SPECIFICA'11ONS FOR WRELESS STE$ 1.0 V"THERPROOFING CONNECTORS AND GROUND KITS A, ALL CONNECTORS AND GROUND KITS SHALL BE WATHERPROOFED USING BUTYL RUBBER 1 AEATHERPROOFING AND TAPE. THIS WSTALLATION MUST BE DONE IN AOCOROANCE VATH THE MANUFAC7UREWS RECOMMENDATION OR AS SHOW ON THE CONSIRUCTION DRAWINGS (V"CKVER 0 GREATEJ, W NO DIRECTION IS PROIADED, %EATHERPROOF#40 MUST BE DONE, PER THE FOLLOWNO INSIRUC ON& zo SUM RUBBER TAPE INSTALLATION PROCEDURE,, NOTE: CONTRACTOR TO OBTAIN A STRUCTURAL, ANALYSIS AND SIGNED AND SEALED CONSTRUCTION • � j DRAWINGS PRIOR TO CONSTRUCTION. S& { "X" + 4 NEW SPRINT ANTENNAS° f. EX, LOWER BUILDING --\ f `SEE SHEET A4) GEN DYNAMIC EX. ROOFTOP EQUIPMENT­, (BY OTHERS) `` WIRELESS SERVICES r ✓ 3/22/13 FINAL CONST AO 1 3 /19/1,3 10O CONST AO \ f i` / x o f ! / t `1. -. --- _ -- fl Z ' 0 2/25/13 PRELIM CONST AO ' ., l ­NEW SPRINT HYBRIFLEX CABLES #2EV DATE Rau s ON DESCRPT BY r i (TO FOLLOW EX. COAX ROUTE) NEW SPRINT ANTENNAS­,- . . $ (SEE SHEET A4) I 4 I "` ,-EX. SPRINT FENCED EQUIPMENT ENCLOSURE ss7E_DrOR CONSTRUCTION ` i r EX. SPRINT COAX CABLES TO BE REMOVED r 7` M .., t 1 s ,,,,Y 1 r a :., � .. �amers�avmtr ..,,... � .,. e_.s.,. <. r.zT'.r ✓� 7' .z's.: .s:,.,. ... 'r.....z1.`.�.,.�' .' .�.7' .7' °?` ,A. w.t'l.2:.�.�':...�:.,.s: <, �,..�...« s"zs '` :.. .."`q «».w��...�.» _. , ...•.«..m. �_ «.: ... «."...� ... mmsmnrcm•. ^imxmmea.+en it [ 16360 Table Mountain Parkway Golden, CO P: 303-281-8800 0 EX. ANTENNAS (BY OTHERS) Www «otec.oam +. V[ ., . ,.. .. 'e a .wrF ............... ..�,..... .,..__,...._ ... .. .. ..,. .. ...,......_.., ...,. _..,».._ ....... <.,._. ,_,_, „ „. .,..._,_ .... ..._.,.. ..._ _. ..,... .,.,.. Ij f J {� q � i :. ,4 M J �� � R •Pb� /a t a by r t � r ' /1 1 Vq A/ 1 12 2 1 fr” R « n 2 r °° t R ( }} ...m EX, CABLE TRAY BY OTHERS i _..,,.. .._,,..W,..... c ALL, SCALES ARE SF2 FOR A Si�'aY „ ?' 2d' X` SHEET PROJECT RNFOR2M}AT €ON t R R t T NETWORK 4' SK)N MMB$ LAUNCH CLEAR CREEK BLDG DEN38 ; ? 1' ?N63XC 1 C4 y �.< z.177z z sr;,r�. 7:7:17 , <... > r r r ;r.,:' ^ c .,� t ,. WHEAT RIOGE CO 80033 HEAT R IDGE, 00 JEFFERSON COUNTY DRAM BY _cHFcKf aT`d: AF'f"ROVEp BY EX. ANTENNAS (BY "« OTHERS)-- EX, EQUIPMENT AREA '' " NEW SPRINT ANTENNAS AD JN KS S Fe55i R..r I& (BY OTHERS) (SEE SHEET' A4) OVERALL SITE PLAN 5' 0 10` 2W 3Q" .•« - ,. R ,, o ' SCALE 3/32 $5ffr`'; Y NiJ2tc^ae..R. AL `+ S ...... 15'-0* FENCE 11-I.-�11-11.�ll-��---�---.��-1.��--l-I -------- 15'-0" FENCE ------ pr nt - 5 1 H 8'-0' PAD - - ---- - --------- 8'-0* PAD EX. WOOD FENCE ­­­­.- EX. WOOD FENCE ,­­­­-� , 3 -9. r E.X. SPRINT 100A DISCONNECT---­ J , EX, SPRINT I ODA DISCONNECT GENERAL DYNAMICS EX. SPRINT METER--- z EX. SPRINT METER- EX. SPRINT TRANSFORMER--­ - 1 z WIRELESS SERVICES A EX, SPRINT TRANSFORMER (a NEW SPRINT MMBS CABINET— EX. SPRINT BATTERY CABINET-­ (TO BE REMOVED) If i NEW SPRINT W CPS ANTENNA-- (3) NEW SPRINT HYBRIFLEX CABLES . . .......... . ... I ­­----­­ ;A I - & 1 3/22/13 FINAL CONST AD EX. SPRINT 200A PPC EX. SPRINT 3/19/13 100% CONST AD TF' 2/25/1 PRELIM CONST AD EX, SPRINT CD IN EX, SPRINT COMA CABINET-` REV DATE - REWSION By TO BE REMOVED) DFSCWPT0N EX. SPRINT COAX CABLES­ ROOFTOP-J EX. SPRINT COAX CABLES­­ EX' ROOFTOP 4 CONSTRUCTION (TO BE REMOVED) I EXISTING EQUIPMENT PLAN 2 INTERIM EQUIPMENT PLAN 16360 e Moun tain Parkway Tabl --- Golden, CO 80403 SCALE: 318"=1'-0** SCALE. 318"-1 « -0" P:303-281-8800 wwwatecsxorn �CONTRACTOR I E AL 11 SING GROUNC TO RE AC ' L M S BARS AND GROUNDING CONNECTIONS AS REQUIRED, 15'-0' FENCE .0 8'-0" PAD ........... X. WOOD FENCE 2-8 4 EX. SPRINT 100A DISCONNECT— EX. SPRINT METER­---�r Z G ALLSCALFSARE�,,�IFORASt7E"9'2"36 SHEE7 EX. SPRINT TRANSFORMER , - - I to PROJECT INFORMATKN NETAK, DR P VMCN MM85 LALMH SPRINT MMBS CABINET CLEAR CREEK BLDG DEN 387 SPRINT NV GPS ANTENNA- (3) SPRINT HYBRIFLEX CABLES EX. SPRINT 20QA DN63XC104 4251 KIPLING STREET WHEAT RIDGE, CO 80033 . ..... JEFFERSON COUNTY DRAWN BY CHECKED BY APPROVED BY 2 'x AD JN KS NEW SPRINT BOU CABINET— SHU-1 PILE EX. ROOF70P - EQUIPMENT PLANS V 0 1* 2' 3' 4° 8 1 S41"T NUMBER SCALE: 3/S*-1'-0' A2 3 FINAL EQUIPMENT Pl AN SCALE: 318'*=1*-0" Z�printo> 'Affil 1*8 ft. .... .. aj&.� GENERAL DYNAMICS WIRELESS SERVICES EX SPRINT COAX CABLES, NOT VISIBLE-- (TO BE REMOVED) NEW SPRINT ANTENNAS- 3/22/13 FINAL CONST AD NEW SPRINT ANTENNAS­N (SEE SHEET A4) (SEE SHEET A4) NEW SPRINT HYBRIFLEX CABLES -3/19/13 100% CONST AD (NOT VISIBLE) T.O. BUILDING ELEV. 52'-0* 2/25/13 PRELIM CONST AD ------------ x L X— f C.L, ANTENNAS REV, DATE IE�Vl$ 2E fSSUFD FOR � i t t 11 it it t! I! LL,­­ '­­ , t! it CONSTRUCTION �j L_R I L_--i � - __j 1 1 L I __ 1, 11 . ........ 1 ........... _J ='T"t ' LU, "Ll �'LtJE "A"LL-Li_ CUIA H !BUILDING ELEVATION VERIFIED� BY SITERRA 2C SURVEY it A" �t .. . ....... j L___ i _ it - - _- - ---_---_-- ----------- - L HE c L �J 16360 Table Mountain Parkway 80403 . . ......... t ­­_. -------- - ------ Golden, GO H t! c CL L_J P:303-281-8800 !t it h _,jL_,,_,1.JL - - -- JL it www'Otemoorn .... .... ... _j 11Lk,L 1 ,1 LA­IA4 LIAILLILA, AA_L'A_L Lc r ..... . ..... __J L_ - ----- P_ - - -- ------ ------------ --- .............. .. _J L._ JL 7=1171_ b , � RE i . ... . ..... �4 c. �:, EX. GRADE -...., x,. ,.„ .R Vrvm 'k 4S+ ,~.n W... ,. r.. . =.: .- ... .. -w` 4a 8 ,. ,, >,. „✓, r ,,. .,. «. '71� R 7, 7-7,­7 7-7�77�rr7 ­777 N" L C? Kv 3400 KK/ �<zx' N 1,� X� S ' x �-EX. • , ,� X , �� �,\ o\ X\" ""',�XR 'N/ '5 SPRINT ENCLOS URE NAt ALL SCALES ARE SET FOR A,5fZE "Ir 2,V*X,36'SH8ET PROJECT NFORMAIKIN NETMRK WIMN MMBS LAUNCH CLEAR CREEK BLDG DEN387 DN63XC104 4251 KIPLING STREET WHEAT RIDGE, CO 80033 JEFFERSON COUNTY 6 Awq se 16*CKEDBY I APPROVED By AD I JN Ks SHEET — MLE ELEVATION SHEET NUMBER A& I NORTH INTERIM ELEVATION BL SCALE: 3132"=V-0" I # S`5 r _EX. SPRINT COMA ANTENNA ! EX. SPRINT COMA ANTENNA i r '. y r f j SPRINT NV/CDMA ANTENNA NEW SPRINT NV ANTENNA- t p " 6 SPRINT COAX CABLES _ _ ...w..A..x. k"" '.✓'.°�'" TyP - r.r ",e ✓� Jf ,F`T . ,.f , . SPRINT COAX CADS- -° NEW SPRINT RRl#'S °I fP. E (TO BE REMOVED) �_ �.�.�' _..... �._, � �_ () PER SECTOR EX. SPRINT CDMA ANTENNA f NEW SPRINT NV /COMA ANTENNA' w m VIA, ; � ,fit a , ' k < NEW SPRINT MYBR(Pt EX CABLES TYP. (1) PER i SECTOR OZIA , F EX. SPRINT CDMA ANTENNA NEW SPRINT NV ANTENNA­ EX. EX. SPRINT CDMA ANTENNA ­/ ¢ EX. SPRINT Ct� ANTENNA NEW SPRINT NV ENNA \- NEW SPRINT NV/CDMA ANTENNA l I ,, s r 1 EX1 TiNC ANTENNA Pt�AN 2 INTERIM ANTENNA PLAN SCALE: 1f4 " =V -0 SCALE: llW' =1 -0 .« HY BRID CABLE SCHED (2) PER SECTOR CC SPRINT W ANTENNA (TO REMAIN)\ .. .. . , + ` ' ` ' ♦ #' ■C"h"i ANTENNA SCHE (2) PER SECTOR ITEM SPECIFICATIONS FRONT MEW CAPACITY MAX 4 BATTERY STRINGS 08 R—R-coNDT50NER70OLING 6' MIN z AC INPUT CIRCUIT (N a Q WITH FAN FOR I X:D 0 BREAKER -- iF MAX COOLING EMERGENCY MODE l'-6 2'-4 V-4- (MCLEAN T20 HVAQ,_, BATTERY BREAKER SOUND LEVEL 658A 01.5 m #4 71(H) x 41.25(0) x 4TH BATTERY 24�4" 24.4" SIZE 2Z6(W) INCH 1800(H) x ANCHOR 1048(0) x 700(W) mm BOLT HOLE BATTERY BREAKER- B. i � WEIGH7 370 LEIS (TYP) #3 PER BATTERY 3RD BATTERY STRING WEIGHT 529 LESS 1 0 (6 (o NARADA 190AH BATTERY BREAKER 04 -- ----- NEW NEW #2 BATTERY (12NDT190) AGM TYPE BBU MMBS w (VRLA) i 2N0 BATTERY CABINET CABINET 04 z i -,J L BATTERY BREAKER ....... . to 220VAC, 3.5AMP TYP #1 0) ANCHOR AC POWER w 14,4AMP STARTING BOLT HOLE - ----- u BATTERY CABLE ._,,,___q (TYP) DC POWER IDA MAX OVC TERMINAL 1ST BATTERY GROUND BAR It - ------- CABLE ENTRANCE M I M I B I S 11 & I'll BBU TYPICAL LAYOUT 2 =ANCHOR BOLT LAYOUT 3 - B - BU CABINET SCALE;NTS SCALE: PITS SCALE :NTS A V-5 z 3 2` -3" Z-7- 0. L-1 I I W 2'-B' TOP MEW §U Nt It w z: it w It �J - ----- - F f 1— i p 1 6— 0 1 IQ t -T .. .... ........ o o , oo o IL -------- FRONT MEW SIDE MEW SECTION A 2'-3 2 r 1 1 -10 9 2' 3' 2 BACK VIEW SIDE MEW FRONT VIEW HEX HEAD STOPPING 5 ... ........... .. . PLUGS TOP WITH tl fl LIFTING co LUGS 10 5 2" SECTION B BOTTOM VIEW ANCHOR TOP MEW ANCHOR BOLT HOLE BOLT HOLE EQUIPMENT WEIGHT & DNENSIONS som"Ic-mra 0-i (TYP) I MMBS (TYP) BOTTOM VIEW JWRS� 1800.70D.101!g82Lm/70,Mn 24.51ft x 4CO 37.0 in 4T I SKIELF 3(0 BBU MECHANICAL SPECIFICATIONS 4 MMBS MECHANICAL SPECIFICATIONS SCALE:NTS SCALE:NTS CABINET ANCHOR DETAIL NOT USED ANCHOR SCHEDULE ANCHORS AGAINST SEISMIC. 3, INSTALLATION Of WEDGE ANCHORS IN MASONRY IS NOT ALLOWED. 4. VERIFY WITH CABINET MANUFACTURER FOR MOUNTING HOLE LOCATIONS, s SOLI 04A HOLE M "V" EMBEDMENT 31Arl 3 B" r g 3 1{8 a 4" 3 4" CABINET ANCHOR DETAIL NOT USED .« srr :rr TYPE 2 «* TYPE 5 TYPE 6 TYPE 7 *rr « .« srr :rr TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 *rr « .« srr :rr TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 - - ---- ----------- - - --- --- ---------- ------ TYPE I TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 LC/PC—to—LC/PC, SINGLE MODE POWER AND OPTIC CABLE NTH PE PIPE WBRID AND JUMPER CAM183L 2 '� �Y I V . S . HYBRID CABLE TYP x 1" SPACE 2" TAPE SECOND IONG 1* SPACE 2* TAB Y SPACE 2" TAPE 2" TAPE SE COND R94 . 2" DACE 2" TAPE IONG 1" SPACE 2 TAPE 1" SPACE Y TAPE RWO I BETWEEN H BETWEEN «" wt AINGS dT MR WMO* H CK%, row RING Dm Rm PA FRO GOl•C�R FREQUENCY COLOR aar snsm- ewe F ...,.,....... o d4PAR CODE AND FRF I rr Auc Rom or eae COLOR COOE a.._e_,,,.._ ......... fit" .,',X' '�'. x. 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PLUG EXISTING 4 PPG PROPOSED MMEIS CABINET PER SAMSUNG 5 PPC PROPOSED BBU CABINET PER SAMSUNG 2 ELECTRICAL ONE-LINE DIAGRAM 5 ISEALTITE GQNDUIT CONNECTION CALE:NTS myroTMANTANT4 mof 26U11 ___ BLACK SHIELDED 24 SUPPORT PLATE 24U — AWG CAT5eJN PROPOSED MINIMUM CABLE LENGTH BETWEEN THE OU AND BATTERY IS 70MM (2.75 in) MMBS PORT LAYOUT 1ST GROUP OF DO SPDs 22U — MAXIMUM CABLE LENGTH DISTANCE IS 900mm (35.43 in). - �2ND 20u CONDUIT # . USAGE GROUP OF DC SPDs 18U S BE USED. SUPPORT FOR BSDU 16U NOTES: 14U — AC GROUND 12U AND FROM NEW BBU CABINET. 2 RRU SECTOR 1 rT2 1, 3RD GROUP OF DC SPDs ME= 70 — 60 — 50 — 40 — 30 — 20 — 10 — ■ maollmllue ■ ml EXISTING TELCO EXISTING 5 4 3 2 1 0 3400A DEMARC AT PPC X PROPOSED TELCO MMBS—BBU (SEE NOTE 3) DEMARC T T MUDROOM (HOFFMAN (SEE NOTE 2)� BOX) (SEE NOTE 1 SEE ELECTRICAL ONE LINE DIAGRAM ) NE DC CABLING WITHIN PRE MANUFACTURED HYBRID CABLES SECTOR ' SECTOR 2 REFER TO HYBRID CABLE SPECS '__' )SECTOR MLE ELECTRICAL DETAILS ti NUMBER m mm t=2 ___ BLACK SHIELDED 24 AWG CAT5eJN PROPOSED MINIMUM CABLE LENGTH BETWEEN THE OU AND BATTERY IS 70MM (2.75 in) MMBS PORT LAYOUT 2 CONDUIT MAXIMUM CABLE LENGTH DISTANCE IS 900mm (35.43 in). WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT CONDUIT # . USAGE BE USED. 0 BATTERY NOTES: ROUTE DC CONDUCTORS IN CONDUITS TO NEW MMBS CABINET 48VDC POWER DISTRIBUTION PANEL TO 1 AC GROUND AND FROM NEW BBU CABINET. 2 RRU SECTOR 1 1, CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING HOFFMAN BOX AT SITES MAIN TELCO DEMARC, —48 VDC: CABLES BETWEEN NEW MMBS CABINET & RRU'S ARE FACTORY ASSEMBLED AND EQUIPED 3 RRU SEC TOR 2. CONTRACTOR SHALL INSTALL RJ-45 ENDS ON ALL (6) RUNS OF CAT5E INTO MMBS—BBU MUDROOM. WITH ONE PRE—TERMINATED END, 1 CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING TELCO BOX NEXT TO EXISTING PPC CABINET. ALL FIELD INSTALLED DO CABLING SHALL BE TYPE RHH/RHW AND SHALL BE UL THERMOSET 1 4 RRU SECTOR 3 4. CONTRACTOR TO INSTALL A PULL STRING BETWEEN MMBS TO TELCO AT PPC AND TELCO PPC TO EXISTING TELCO DEMARC. INSULATED. BATTERY 3 TELCO RISER DETAIL 4 DC POWER DIAGRAM �SCALE MLE ELECTRICAL DETAILS ti NUMBER m mm t=2 i i i r EX. SPRINT METER °• -< u x— - � { E EXOTHE I �CO EX. SPRINT TRANSFORMER-- BETWEEN EACH SECTION AN LABEL EACH SECTION ( - A% ANTENNA G BAR M EX. SPRINT BATTERT CABINET (TO BE REMOVED) ALL HA INCLU EX. SPRINT 200A PPC l l w x ANTI `i k COMPOUND BEFORE MATING, ALL HARDWARE SHALL BE STAINLESS EX. SPRINT GROUNDING LEADS STEEL 3/8 INCH DIAMETER OR L TYR. 4 m . w. *• rr . i EX. SPRINT 90DA DISCONNECT-- ' f EX, SPRINT METER I t EX. SPRINT TRANSFORMER SPRINT MMBS CABINET CONNECTED TO EX. GROUND LEAD ;E I ,,_........._ _..,,._, EX. SPRINT 200A PPG- i „i` _ `2 `,f r ” EX. SPRINT GROUNDING LEADS °° TYP. EX. SPRINT COMA CABINET °— °..,.., (TO BE REMOVED) EX. SPRINT 900A DISCONNECT-1-1,4 1 1 `€ E ,F EX. SPRINT METER i } EX. SPRINT TRANSFORMER r c; NEW SPRINT MMBS CABINET. — CONNECTED TO EX. GROUND LEAD t' EX. SPRINT 200A PPG EX. SPRINT GROUNDING LEADS-- . " " .,.... TYR. l r i 2, EXOTHE I �CO MECHANICAL CONNECTI BETWEEN EACH SECTION AN LABEL EACH SECTION ( - A% ANTENNA G BAR M MASTER G ROUND BAR NOTE: 1. Cf?NTRAC'fQR't Q REPLACE ALl MISSING C €Z{2UNCk BARS AND GROUNDING C ONNECTIONS AS RE QUIRED u ml IN MAN I I= M 1 3 m 0 W, a :# r IF lit { r *i i i • *ii... • *i ! r •` i 8. i i CONNECTIONS ` BE FIELD VERIFIED. ANY D EFICIENT RE • ACHIEVE A DEQUATE G ROUNDING R 1. *i r •�. EX OTHERMIC r r S OLI D COP WEL CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC E QUIPMENT GROUND & ROUTING PLAN (FINAL) 4 GROUNDING NOTES SCALE. 3J8" ® V-0" 2, EC SHALL USE PERMANENT MARKER T DR AW THE LINES BETWEEN EACH SECTION AN LABEL EACH SECTION ( - A% 3. ALL HA INCLU w x ANTI COMPOUND BEFORE MATING, ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR L 4 FOR G ROUND BOND TO STEEL O NLY: WASHER BETWEEN LUG AN STEEL C OA T ANTI— OXIDANT C OM P OUND BEF S. NUT PLACE i w+ r OF WASHER SMALL BE G ROU NDING r B OLTE D ON r.. . HEAT TUBE, it i • • G RO UN D ING TERMINATI THE INTENT IS TO WEATHERPR C OMPRESSION i i • GROUNDING ► • O NUM B E R TYPE OF T OWER , • ► AN CONNECTI OR IENTATI ON . P R E Q UI R E D , G r PART NUMBER AS SUPPLIED OR RECOMMEN BY CABLE MANUFACTURER. WEATHERP ROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIE O RECOMMEN BY CABLE MANUFACTURER. 9. SUPPLIE AND INSTALLE BY CONTRACTO • WHEN THE SCOPE OF •* REQUIRES r O G ROUNDING i AN EXISTING T OWER , THE SUBC SHALL OB TAIN AP FRO T O WE R OWNER PRIOR O M OUNTING *i r - E QUIPMENT GROUND & ROUTING PLAN (FINAL) 4 GROUNDING NOTES SCALE. 3J8" ® V-0" ANTENNA SECTOR 1 EXISTING 800 SPRINT MHz ANTENNA SPRINT AN'FENNA ANTENNA SECTOR EXIS'RNG 800/19. SPRINT MHj ANTENNA A immm NOW illyl rq,7131132um ANTENNA SECTOR 8W/19" E)OSTING SMHZI SPRINT PRIN, ANTENNA ANTEN W 0 TRIMMED TO FIT AND 0 ATTACHED TO ONO BAR HYBRID CABLE INTERNAL COLLECTOR GROUND BAR GRD WIRE TO BE MASTER GROUND BAR TRIMMED TO FIT AND ATTACHED TO GRD BAR Zi W I AWG HYBRID CABLE INTERNAL � ORO WIRE TO BE 0 TRIMMED TO FIT AND 0 ATTACHED TO ONO BAR HYBRID CABLE INTERNAL COLLECTOR GROUND BAR GRD WIRE TO BE MASTER GROUND BAR TRIMMED TO FIT AND ATTACHED TO GRD BAR I AWG HYBRID CABLE INTERNAL � ORO WIRE TO BE 0 TRIMMED TO FIT AND 0 ATTACHED TO ONO BAR CGS � RE 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. � GIs EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, ETC. ALL - CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING PROTECTIONS Ok JA SYSTEM AS INDICATED, GROUND FOUNDATION ONLY AS INDICATED BY PM. ALL c' EXISTING MATERIALS USED (MOLDS, WELDING, METAL, TOOLS, ETC.) SHALL BE t CABINET EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURERS PROPOSED GPS DEI CABINET EXISTING i 346 CABINET r—HYBRID RECOMMENDATIONS AND PROCE DURES. GROUND CONDUCTOR SHALL HAVE A UNIT CABLE MINIMUM 24* BENDING RADIUS. #6 AWG WITH INTERNAL ------- WEATHERPROOFING GRD WIRE 2. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE ---- — ---- TO BE i CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2) TWO I TRIMMED TO ' (E) - #2 AWG ------ ------ FIT AND COATS OF GAL (WHITE) PAINT, OR SILVERBRITE (ALUMINUM). N k .4 *ING ;V11 ATTACHED COAX 3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE . ..... --- --- -------- . ....... TO GRD BAR —4 ANTIOXIDANT COMPOUND APPLIED TO CONNECTION, F7 i #j AW 41, MBS GN 4, GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT STANDARD #2 AWG BA PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED 5—OHMS. ALL SCALES ARE SET FOR A, WE"Er2 ,;HE'E'r I `11�—EXISM ; & Mf EXISTING LOWER TOWER CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS PROJECT ORMAI 10N, GROUND BAR -T FOLLOW, NErMIRK VM*N MRS LAUNCH 0 I I A. ONE (1) COPY TO OWNER REPRESENTATIVE CLEAR CREEK B LDG DEN3E #6 AWG COAX JUMPER B. ONE (1) COPY TO ENGINEER AT BOTTOM OF TOWER C. ONE (1) COPY TO KEEP INSIDE EQUIPMENT INCLOSURE DN63XC104 NEW BBU 6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE #2 4251 KIPLING STREET CABINET AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. WHEAT RIDGE, CO $0033 Z� AWG FFE 7, FOR ADDITIONAL GROUNDING NOTES SHEET E01. JE RSON COUNTY CHECKED BY p PROVLD BY S 8, ALL ANTENNA MOUNT GROUNDS SHALL BE #2 AWG STRANDED GREEN AD JN K ;. _ _ 2 AWG� JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR, SHEET TME 9, ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE #2 AWG ...... ..... ---------- EXISTING #2 AG EXISTING #2 AD SOLD BARE AS REQUIRED. GROUNDING DETAILS GROUNDS TO EXISTING -z:�^--l—i— ,--,','--,-,,=-- TO EXISTING 10, ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED, ALL GROUND WIRE'S GROUND RING GROUND RING PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE, SCALE:NTS SK�ET NUMBER 0 EXOTHERMIC CONNECTION 0 MECHANICAL NNEC CGS COLLECTOR GROUND BAR MGB MASTER GROUND BAR � RE 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. � GIs EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, ETC. ALL - CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING PROTECTIONS Ok JA SYSTEM AS INDICATED, GROUND FOUNDATION ONLY AS INDICATED BY PM. ALL c' EXISTING MATERIALS USED (MOLDS, WELDING, METAL, TOOLS, ETC.) SHALL BE t CABINET EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURERS PROPOSED GPS DEI CABINET EXISTING i 346 CABINET r—HYBRID RECOMMENDATIONS AND PROCE DURES. GROUND CONDUCTOR SHALL HAVE A UNIT CABLE MINIMUM 24* BENDING RADIUS. #6 AWG WITH INTERNAL ------- WEATHERPROOFING GRD WIRE 2. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE ---- — ---- TO BE i CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2) TWO I TRIMMED TO ' (E) - #2 AWG ------ ------ FIT AND COATS OF GAL (WHITE) PAINT, OR SILVERBRITE (ALUMINUM). N k .4 *ING ;V11 ATTACHED COAX 3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE . ..... --- --- -------- . ....... TO GRD BAR —4 ANTIOXIDANT COMPOUND APPLIED TO CONNECTION, F7 i #j AW 41, MBS GN 4, GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT STANDARD #2 AWG BA PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED 5—OHMS. ALL SCALES ARE SET FOR A, WE"Er2 ,;HE'E'r I `11�—EXISM ; & Mf EXISTING LOWER TOWER CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS PROJECT ORMAI 10N, GROUND BAR -T FOLLOW, NErMIRK VM*N MRS LAUNCH 0 I I A. ONE (1) COPY TO OWNER REPRESENTATIVE CLEAR CREEK B LDG DEN3E #6 AWG COAX JUMPER B. ONE (1) COPY TO ENGINEER AT BOTTOM OF TOWER C. ONE (1) COPY TO KEEP INSIDE EQUIPMENT INCLOSURE DN63XC104 NEW BBU 6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE #2 4251 KIPLING STREET CABINET AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. WHEAT RIDGE, CO $0033 Z� AWG FFE 7, FOR ADDITIONAL GROUNDING NOTES SHEET E01. JE RSON COUNTY CHECKED BY p PROVLD BY S 8, ALL ANTENNA MOUNT GROUNDS SHALL BE #2 AWG STRANDED GREEN AD JN K ;. _ _ 2 AWG� JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR, SHEET TME 9, ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE #2 AWG ...... ..... ---------- EXISTING #2 AG EXISTING #2 AD SOLD BARE AS REQUIRED. GROUNDING DETAILS GROUNDS TO EXISTING -z:�^--l—i— ,--,','--,-,,=-- TO EXISTING 10, ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED, ALL GROUND WIRE'S GROUND RING GROUND RING PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE, SCALE:NTS SK�ET NUMBER 01/07/2013 MON 81.51 PAX 3037994995 Quantawi reless Solutions Q001/002 1 ; City of Wheatridge, Colorado Building Permit 75W W. 29th Ave Wheat Ridge, CO 8=3 Site Address: 4251 Kipling Street Please contact Doug Own at Owen Communication Services, Inc. should you have any questions r the 9,sve referenced site... D'oug's contact information is as follows: Doug Owen Owen Communication Services Inc. 12921 W. Montana Ave Lakewood CO $0228 303-59"987 cell 303-953-11197 office 303-953-1617 Nx dH Corporate Headquart0irs Mountain Region 5132 S%te Highway f2 South 7399 South Tucson Way, Norwich, NOW York 13815 Centennial, Colorado 80112 607.336A689 3o3.799-4994 01/07/2013 MON 8.52 PAX 3037MM QuautawireleasSolutions /40021002 Po��� 4251 Kipling St, Wheat Ridge, CO, 8033 • * ( pleaSe ♦ Pho Addres 260 Rieke S 0100 C ity, State, Zip: Denver, CO, # • Modifica of rooftop telecommunications struct ' c r #xuildih a wt mi.ai'tunicat on please contra Morris Barbera - 3 03-48 3 -0,1 32- q m :� a a s M•�► � i Eff= NAME riS SIGNATURF DATE: 2-12 r�/2- w.: ♦ s M1 t „ i F< � i 0 ti Owner,___ Ar�r Computed 0 Plant _ Unit , �__ _.... ___ Date Project No. ....c am . .. �_ _ ._..__. File Nca <.� ��.. _ Verified By v� rv_ -_ SLACK&VEATCH Title �...ry .. d ..... _ ...._. �__� - _ .......... Date _ ..._. 20t,? Revised, Superseded, and Void Calculations gust Be Ctearty Identified, Initiated, and Dated hu tha Pp- znnneihlp Inrtiuir itAl by r€ r taw BLACK & VEATCH Building a world of differencd' Client Name AT&T Page I of 4 Project Narne AT&T Turf RMR Project No. 169867,9026 Calculation Title Rooftop Analysis Calculation No./FileNo. 10175ATTCO-S/38"'&Kipling(COU]062) Calculation Is: (check all that apply) E] Preliminary Final Objective: To analyze the existing roof capacity for the proposed LTE loading. See Page of this calculation for additional assumptions. Computer-Generated Calculations Program Name/Number Version Evidence of or reference to computer program verification, if applicable: Basis or reference thereto supporting application of the computer program to the physical problem: BIACK & VE4TC1-1 Proprietary and Confidential Page I of I CONTROLLED when read tonline TCAWFM-00.50-0005A 072610 Printed copy is UNCONTROLLED (Referenced ky TCOM-0/1-0050-0001) Mark Johns Area Manager C&E — Cell Site Implementation AT&T Mobility — Rocky Mountain Region (303) 643-3728 (Office) (303) 8854573 (Mobile) BLACK & VEATCH CORPORATION 44 ' I . 1444V, +1 913-4SB-7944 I CONNAWAYT@BV.Com RE: 1017SATTCO-S (REV 1) / 38th & Kipling (COU106 AT&T Turf RMR Site i REMIRMINIM Raycap 1 C2-48-60-0-9E surge suppression boxes to be pipe mounted to three (3) new non- penetrating ballast mounts. Please see construction drawings for details. U , . . I "I . I I I FIVXAM existing building or rooftop. Please contact Jeremy Johnson in our Denver office at (720) 834-4331 if you have any questions or comments. Ems= , AlAi Travis 0. Connaway, E.I.T. WN Ptant---i vv:z�-A�rr6o Unit Project No, ---- Fite No. Title ,, --' *11-q, - ---- Computed By by the Responsible Individuat, PGN-175B I - ; I NEW 16 BASE PLATE • --- L4x4x3/8 (TYP OF 4) NEW HSS8x4x3/8 (TYP)J NEW 1/2 A325 THRU BOLT (TYP) 5'-0' NO SCALE ff-I I =NZWIT in NEW 3"0 STD PIPE IA A. " N MH1wwM Stock & Veatch Contocts and Phone Numbers MIRAL - NOTES 1. CONTRACTOR SHkL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFE CTING , MEMO HIM THE PROPOSED WORK AND SHALL MAKE PRDMSIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK, 2, CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE OSHA REGULATIONS, PER W 2006, AND SHALL BE PERFORMED ONLY IN 'GOOD WEATHER'. GOOD WEATHER MEANS UTTLE OR NO WIND AND RAIN ANO MINIMUM TEMPERATURE OF 50 DEGREES F. CONTACT ENGJNEER FOR ADDITIONAL INSTRUCTIONS IF 'GOOD WEATHER' CANNOT BE ACHIEVEO: 3, IN THE EVENT OF AN EMERGENCY, CONTRACTOR SKALL CONTACT BLACK & VEATCH PERSONAL TO REPORT ANY EVENT OR EMERGENCY INCIDENT AT ANY AT&T SITES PER ATTACHED CONTACT INFORMATION TABLE, " N MH1wwM Stock & Veatch Contocts and Phone Numbers NJ IN , MEMO HIM APPROVED Subject to Field Inspections Wheat Ridge Building Dept, Date Signed: Plan checker # 0 IN 11 • • nlklwl�! Ogg swim= PROJECT NO� 166896 CHECKED BY, TO 10 I EN 2006 INTERNATIONAL BUILDING CODE 2008 NATIONAL ELECTRIC CODE TIA /EIA -222 F OR LATEST EDITION GENERAL NOTES x PR OJECT DESC THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION ANTENNAS AND ASS WIRELESS TELECOMMUNICATIONS NETWORK. SITE INFORMATION ATION PROPERTY OWNER: NEW CLEAR CREEK, UC AOD RESS: 2601 BLAKE ST, #100 IMPOSE CHANGES OR SITE DENVER, CO 80205 TOWER OWNER: NEW CLEkR CREEK, LLC SITE CONTACT: WIRELESS CAPITAL PARTNERS DATE: 877 - 887 -1777 COUNTY: JEFFERSON LATITUDE (NAD 83): 39' 46 3196' N LONGITUDE (NAD 83): 105' 6' 35.9 W ZONING JURISOICDON: CITY OF WHEATRIDGE ZONING IN STRICT: C -1 PARCEL #: 39-214-01-002 OCCUPANCY GROUP: U CONSTRUCTION TYPE: V -B POWER COMPANY:: XCEL ENERGY TELEPHONE. COMPANY: CENTU SITE ACQUISITION CONTACT: ANDREW TRIETLEY (720) 413 -3948 SITE ACQUISITION MANAGER: MIKE MCCREEDY (303) 332 -1212 RE ENGINEER: WINNIE IN (394) 724 -96005 PROJECT MANAGEW MICHAEL DERRICK (303) 408 --9690 CONSTRUCTION DER: MISHA -K IC (720) 834 -4320 IF USING 11 "X17" PLOT, DRAWINGS WILL BE HALF SCALE D I R ECTIONS IVA ra �m kill ii I COU1062 N ORTH 0«• FOR 5.1 MILES TOWARDS US-6/6TH AVE/LAKEWOOD, TAKE RAMP (RIGHT) ONTO SR-391 (KIPLING ST) FOR 3.6 MILES TOWARDS CO-391/KIPLING ST., TURN LEFT (WEST) ONTO LOCAL ROAD FOR 32 YARDS. ARRIVE AT SITE. TOTAL MILES = 22.7 APPROVALS D THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE: THE '.. CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR SITE MODIFICATIONS, AT*T COMPLANCEc DATE: AT&T RF ENGINEER; DATE: AT&T OPERATIONS: DATE: DATE: AT&T PM'. ES&V CONSTRUCTION: [.DATE: V SITE AGO: DATE: SITE OWNER: DATE: No "q/ PROJECT NO. 169867 DRAWN BY: JRK CHECKED SY: WEB D SHEET TITLE Ali 1111 1 WEST ELEVATION ANTENNA LAYOUT ELECTRICAL DO SURGE SUPPRESSOR DIAGRAMS GR OUND ING GENERAL C ONSTRUCTIO N l CE!NE!RT0&TEUECTRtCAL NOTES p No "q/ PROJECT NO. 169867 DRAWN BY: JRK CHECKED SY: WEB C) tX�STNG RON 0,N 900F CURB 4 TNG ANYEWNAS ExiSMNG WR'N"AL 1, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. r TR AY fj 2. CONTRACTOR SHALL MAINTAJN A 10'-0' MINIMUM PROPOSED SEPARATION BETWEEN THE PROPOSED LTE CPS AT&T GAMMA SECTOR JUNCTION BOX ANTENNA AND THE EXISTING GPS ANTENNA, Aw 3, CONTRACTOR SKALL FIELD VERIFY EXISTING HVAC 13"I'LL ET.l UNITS, IF LESS THAN A 5 TON RATING, CONTRACTOR PROPOSED LTE CPS ANTENNA SHALL REMOVE EXISTING UNITS AND REPLACE WITH (SEE SHEET C-4) c tD A 5 TON RATED UNIT, MATCHING EXISTING MANUFACTURER, It jN'0vf RED AT&T ALPHA SECTOR C A _R E '( Y P 1 (SEE SHEET C-2) o i t -­­— , tXt,iNG NEXT�,, � X ST C. HVAt, - - -------- ---- U_ 0f OL".3 01' loc.nt IT CA" RE TRAY ,r—EXl'_ AWCNNA�, 0 (01'HUI, CARPiER', J i E_K X! 5 T 0 WCR0%',AVj,' "T. OVER LEUND _X_ ------- FENCE 16' 12' 6' 4'0 16' 32' ANTENN A I� —AT&T BETA SECTOR LEASE AREA 1/16*-1'-0' SITL (SEE SHEET C-3) 4 ¢ai ICE BRIDGE SCALE: 1/16" - V-O' 12' 6 0 V 2 1 3 1 4 1 1011luTlixam KEY_N_9jE_S* (;)F,_,XlSTNf` SA:UERY pp N,", E N T R6V AY S if NG �9," NDDOR FO A A-K Ex= , DN' f­1VAC (SEE NOTE 3) EY SIRIG MNN DS,,ONINE C FVD AC, PAN[L "A' AC "N;A, 71" P8 EMDIHNIG oN,,0OR EPICSSON CAF-,'flE EyiSINN0, KND�OR Au �,,M�S CAtONE,' EXfSTZNG 'NDOCR PRICSSON �',SM CA&M- FVSTING, D' PANE-1 #2 E)tST)NG G.,ALAYY PDAVER PLAN! (TO aE REMOVED) (D PROPOSED 19* INDOOR LTE RACK (D PROPOSED INDOOR LINEAGE POWER DIST, FRAME ", 6) EYIST N L PROJECT NO: 169867' CHECKED BY: WES EVS-,NNNA G AW ANTE' (T'IF' F, ft,7 CA ; I R, A Y A� L�6'NG A�&T ANTENNAS, TO BE PlEm"'I'VED m PROPOSED 24*0 x 7'-0' STEALTH CANISTER (TOP OF CANESTER NOT TO EXCEED 7'-0' ABOVE ROOF PARAPET) (TYP) PROPOSED AT&T LTE ANTENNA E X NG MJENNA f,'N "or CARKRIJ ,M'S'DNO CAEILE T Ral) l p j _rPIlOf9>0SCO 6- L, 6, 0 W EL, 61 0 '4' FMST!N,,, T,&,T DEVICE PROPOSED BALLAST MOUNT 6 a, 2 1 rG" i� om — --------- PROJECT NO: 169867' PROPOSED ANTENNA AND TRANSMISSION CABLE REQUIREMENT CAB TRANSMISSION LE SECTOR ANTENNA TYPE TECHNOLOGY ANT ENNA AZIMUTH OTY, TYPE LENGTH AZ E��S INTIENNA 25* NO CHANC,'�, A2 A.� NA E Y, � S T � N G 'A N' A 257 NO CHANGES 1. 8, 0_ ]KATHREIN 800-10765 LTE GTE 25* 2 5" t 6 a, 2 1 rG" i� om — --------- PROJECT NO: 169867' 0 PROPOSED ANTENNA AND TRANSMISSION CABLE REQUIREMENT SECTOR ANTENNA TYPE F',STNG, CAB- ANTENNA AZIMUTH TRANSMISSION LE CAB THE STRUCTURAL ANALYSIS FOR THIS SITE ANA YS LENGTH Ch. H 8� 20 MARC COMPLETED ON MARCH 8, CONTRACTOR MUST LETED C W OR MUST .......... . JWAS REFER TO THE STRUCTURAL ANALYSIS FOR DETAILS M X Y S� S 0 0 L PROPOSED SURGE no AN PERTAJNING TO THE FABRICATION AND INSTALLATION OF AD 4 �: :CAMSTERS, SUPPRESSION DEACE THE STEALTH PROPOSED BALLAST 145' MOUNT 84 PROPOSED REMOTE LTE El EEIE= RADIO HEAD 1 PROPOSED 24'0 x 7'-0' STEALTH CANISTER (TOP OF CANISTER NOT TO EXCEED 7'-0' ABOVE TOP OF ROOF PARAPET) (TYP.) 0 PROPOSED ANTENNA AND TRANSMISSION CABLE REQUIREMENT SECTOR ANTENNA TYPE .. ........... TECHNOLOGY ANTENNA AZIMUTH TRANSMISSION LE CAB - OTY, LENGTH TYPE FXtl,�TS!G, AN,ENNA �JmTs �,Q CHANGES ANIENNA 145' W, 84 KATHREIN 800-10165 IET.RET 65 LTE El EEIE= 145' 1 - RBER r ----- ----- I DRAWN BY: JRK L CIIHECKED =13YWES t!4 — ------------ Itg 4 1 A A A U I 1 ----------- - --- ir, 11 y —PROPOSED 24"0 . 7'-0* STEALTH CANISTER "'A (TOP OF CANISTER NOT TO EXCEED 7 -0- ABOVE ROOF PARAPET) (TYP) AI&T ANT;NNAS WTH ik k!a I . . ... .. ANTE BE REMOVED 11A, '- 'O;' ",00F EOu�PMENT (1) PROPOSED 6'-0 AT&T ANTENNA E),.STING ANTENNAS fi ' 0T.S.R, CARR(ER) U IN I, T, - --- ------- I "Tan; r 4 1 1- � -1 T;-�44+lt ll� 1 z— IE - 11# 4 tila ra qtl-4� " iz m '4:'jv u U B7 4 ' � .aat N x p, NI 'k i l N, m N( A Ai A A A! ki N f T", I , ,t rt. ..... �'. � '. i^ S.. t ..0 ,. .' '_�� +..- `� h..Y - w..».. F` � h. ,.F,�.A a.. a-{y.a r xr' .arv�w t �. mt• •�.'..�, r . iP. 'rf .: �H r'.. � x,`�- + «��ti a.¢: a.., v . aa.,.„ ,p «y y ,..a.., . „�. } . t , . .w,,,. .'�3: o-,. .M _ »: .. �.Tt, �. .»... .�.�.. .+.. �.,.�, .� + �*, ..r °-a•. a�.�.s .,:' � ".�, r , .�. x +�,.a. �a., ,ua.. �" a� S,. "1,.. ;w.. t . °`�. r *�T$. �' •.-r� �` x T +. � .x-,, r� -� � (' }.�. ar-�- ...:*:�5.�� �r ���. ”; I. T. s. �. a��. wS�,+ �T: aa, �C�a .�'S:�'t•'�':a..t'�„�T.',�:� , . - ��a����� ,�.�n. '` � '.�'S,�T'�a- k.�.�+....�a,� +��:� .o-�,a�s�',aa.s,:�+.• �� + +..+.�. -�$ .���>�� x. �a�. ���b:�.x:*.t" . p "� .'�- ari:�;a� .��:�. -I. a•�,.:,�;*��.� c. W � b i $ � 1 'L 4 `-: �.'1 t ? : v,, i � 4 W ^t Y �:'� i �t TIT EYPOSLD CARLE ON L VAaKK:ARll ASTERS, I m PROPOSED REMOTE RADIO HEAD PROPOSED SURGE MWIQZF�� a]. BLACK8NEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458-2000 PROJECT NO: 169867 DRAWN BY: J j CHECKED BY: WEBI m t - v �SF�NG VAIl r()p OF SCREEN 24"0 x 7'-0' STEALTH CANISTER ANtSTER NOT TO EXCEED 7'-0' OF PARAPET) (TYP) SED 6'-0' AT&T ANTENNA �0, AI&T ANIENNAS N I jI OA,9/12 1 PERIWICOM�MEWS 3/ 0 OZZ!, I msx" MR R~ REV OATE OESCROTtON Rm -------- ----- PROPOSED ANTENNA AND TRANSMISSION CABLE REOUIREMENT - - ----- -------- ANT ENNA TRANSMISdON CABLE SECTOR ANTENNA TYPE TECHNOLOGY AZIMUTH TYPE C2 KATHREIN $DO— 10765 LTE 2657 1 — RSER U:,§ ANTt.NNA Wo", " 265` 1 40 €: A I aG; S ca t STiNO ANIUNNA G 'M 265' NO I' HANGF, a]. BLACK8NEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458-2000 PROJECT NO: 169867 DRAWN BY: J j CHECKED BY: WEBI m t - v �SF�NG VAIl r()p OF SCREEN 24"0 x 7'-0' STEALTH CANISTER ANtSTER NOT TO EXCEED 7'-0' OF PARAPET) (TYP) SED 6'-0' AT&T ANTENNA �0, AI&T ANIENNAS N I jI OA,9/12 1 PERIWICOM�MEWS 3/ 0 OZZ!, I msx" MR R~ REV OATE OESCROTtON Rm -------- ----- I SPACING BETWEEN EQUIPMENT WfTHiN THE LTE RACK SHALL BE ONE RACK Ul (OR APPROXIMATELY 3 1. CONTRACTOR TO ADD ALARM WIRING FROM LINEAGE. ROD TO ALARM BLOCK ON TELCO BOARD, MAL A RISTRIBUTION FRAME NO SCALE PROPOSED RECTIFIERS (REFER TO E SHEETS FOR RECTIFIER QUANTITY) FUTURE GROWTH RECTIFIERS NO SCALE DiMENS*NS, WxDxH: 10.63x9,7'x19,3" WEIGHT, WITHOUT SRACKErS: 52.4 lbs NIL" RRH RADOME MATERIAL, GRP RADOME COLOR: LIGHT GRAY WEIGHT: 51 .8 tbs CONNECTOR: 7/16 DiN FEMALE 1 ,2 �olw cml� iPR• JECT NO: 16986 PROPOSED CPS ANTENNA MOUNT ANDREW P/N MTC2103 OR APPROVED EQUIVALENT Exa$TNG S URE, &WW"wil tulfflylaLftut a4ze4w,111 I . RQUAIL-C r G ,n_ INNUMI SKY Villi W R' U M W — W.*ZM NQiE-s* "NT NOMINAL OPERATING VOLTAGE 48 VDC NOMINAL DISCHARGE CURRENT. 20 kA 8/201as MAXIMUM DISCHARGE CURRENT: 60 kA 8/20Its MUIMUM CONTINUOUS OPERATING VOLTAGE. 75 VAG, 100 M VOLTAGE PROTECTION RATING. 500 V TOTAL WEIGHT! 16 the W.*ZM NQiE-s* "NT ANCHOR: HiLTI HIT W 150 ADHESIVE ANCHOR SIZE: 0 - 3/8' I, THE ELEVATION AND LOCATION OF THE CPS ANTENNA SHALL BE IN ACCORDANCE 1 3/4 SPACING: S - 8 (MIN) IF THE WALL THICKNESS IS LESS THAN 2', THE 1/2'0 A325 SOLT SHALL BE USED TO GO THROUGH THE WALL WITH A 3/8 BACK PLATE INSIDE OF THE WALL, 2, WITH THE FINAL BE REPORT, ANCHOR. HiLD HIT HY 150 ADHESIVE ANCHOR SIZE: 0 - 3/8' EMBEDMENT. 1 3/4' SPACWG= 2. THE GAS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4 3, WjQ_WjQ&_WALL ANCHOR: HILTS HIT HY 20 ADHESIVE ANCHOR SQE: 0 - 3/8' EMBEDMENT: DIAMETER, SCHEDULE 40, GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PROPOSED FIBE R OPTIC ANCHOR: HkIl HIT HY 20 ADHESIVE ANCHOR SIZE. 0 . 3/8* EMBEDMENT PIPE MUST NOT BE THRMEO AT THE ANTENNA MOUNT ENO. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR DO POWER CAB S - (1) ANCHOR PER BLOCK CELL (CMU) 5, 3= BOLT: A36 BOLT SIZE: ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK PROPOSED 0 - 9/16' 6, IF THE WALL MATERIAL IS DIFFERENT FROM ARM, CONTRACTOR SHALL INFORM DESIGN ENGINEER IMMEDIATELY, 7, ALL HARDWARE AND PARTS SHALL BE HOT—DiPPEO GALVANIZED WITH LOCK WASHERS AND HEAVY HEX NUTS. SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE REAMED AND SMOOTH RA PLENUM —RATED SHALL BE 7/16"0 UNLESS NOTED OTHERWISE. EDGES IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE FLEXIBLE IN R 13 ANTENNA MOUNT, DUCTS 188 INVERNESS DRIVE WEST 1 IT IS CRITICAL THAT THE CPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 0 0 ALPHA SUITE 400 ENGLEWOOD, GO 80112 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF w LEVEL, 4. CONTRACTOR SHALL MAINTAIN A I0'­ 0* MINIMUM SEPARATION BETWEEN THE 0 U l 0 2�IA PROPOSED LTE GPS ANTENNA AND TRANSMITTING ANTENNAS. COAX G ENTRY' O Y SEAL DO NOT SWEEP TEST GPS ANTENNA. 00 0 MA . 2�! E:U �p fUTURE BLACK & VEATCH PEIAIL A LjLS±a_ANTLNN& MOUNTING RAY AP 1P fa -1t? TOTAL WEIGHT: 20,35 4bs PROPOSED 2 " SQUARE GALVANIZED % STEEL SHIM PLATE WHERE REQUIRED TO LEVEL EOUtPMENT DETAIL, E NDDOR _Q NO SCALE 6.642" F7 XQjEa_kWAU_ATTAQhM "NT ANCHOR: HiLTI HIT W 150 ADHESIVE ANCHOR SIZE: 0 - 3/8' EMBEDMENT 1 3/4 SPACING: S - 8 (MIN) IF THE WALL THICKNESS IS LESS THAN 2', THE 1/2'0 A325 SOLT SHALL BE USED TO GO THROUGH THE WALL WITH A 3/8 BACK PLATE INSIDE OF THE WALL, 2, ANCHOR. HiLD HIT HY 150 ADHESIVE ANCHOR SIZE: 0 - 3/8' EMBEDMENT. 1 3/4' SPACWG= ONE (1) ANCHOR PER CELL (MAX) AND 8 (MW). 3, WjQ_WjQ&_WALL ANCHOR: HILTS HIT HY 20 ADHESIVE ANCHOR SQE: 0 - 3/8' EMBEDMENT: 2' 4. ANCHOR: HkIl HIT HY 20 ADHESIVE ANCHOR SIZE. 0 . 3/8* EMBEDMENT THROUGH FACE OF HOLLOW BASE �_, 6 (MiN) SPACING: S - (1) ANCHOR PER BLOCK CELL (CMU) 5, 3= BOLT: A36 BOLT SIZE: o - 1/2" BOLT HOLE SIZE: 0 - 9/16' 6, IF THE WALL MATERIAL IS DIFFERENT FROM ARM, CONTRACTOR SHALL INFORM DESIGN ENGINEER IMMEDIATELY, 7, ALL HARDWARE AND PARTS SHALL BE HOT—DiPPEO GALVANIZED WITH LOCK WASHERS AND HEAVY HEX NUTS. & ALL BOLT HOLES SHALL BE 7/16"0 UNLESS NOTED OTHERWISE. - ---------- ------- ----------------- __ PROJECT NO: 16986 - --- -- ------- DRAWN BY: �JtRK 0. Pa ED - x4 "x3' -D" PRa ED BLACK ATC ZTUBE PIPE SUPPRESSOR ATTACHED 3' -0' (TYP. OF 2) TO PIGOIT CHANNELS 10950 GRANDVIEW DRIVE VATH 1/2" SPRING DOLT OVER' D PARK, :SAS 662107 PROPOSED UNISTRUT (TYP. OF 4) (913) 458 -2 P2024 PIPE CLAMP To (TYP. OF 4) 71 PROPOSED SURGE ..: ' "• PROPOSED REMOTE O SUPPRESSOR ATTACHED =N . • •.. H ATTACHED TO PIOD1T TO PIGO1T CHANNELS CHANNELS WITH 1/2° WITH 1/2" SPRING BOLT SPRING DOLT (TYP. OF 4) (... OF 4) y PROPOSED UNfSTRUT PROPOSED REMOTE RADIO !# ATTACHED CHANNELS PIOOIT . OF 4) PROPOSED "x$ "x58° OMU BLOCK WITH 1/2 SPRING BOLT PROPOSED 3'# (TYP. 2 ON EACH TRAY) (TYP. OF 4) STEEL PIPE ..s. PROPOSED UNiSTRUT P1aDtT PROPOSED 6 "x8 "xt8" C T PROPOSED W8X1O W /ENO S (TYP. OF 4) P 2 ON EACH TR (TYP. OF 2) PROPOSED UNISTRUT P2024 PIPE PROPOSED UNISTRUT PROPOSED 1/8" RUBBER CLAMP OF 4) P2024 PIPE CLAM PAD (T'YR, OF 2) (TYP. OF 4) PROP 3 "4 STEEL PIPE q PROPOSED UNISTROT PIDOO PROPOSED SURGE fZ CHANNELS W /P2860 ENDCAPS ON SUPPRESSOR ATTACHED •---. PROPOSED A32 1/2" 1 BOTH ENDS . OF 4) TO P1001T CHANNELS THRU SCILT . OF 10) a, WITH 5/2 SPRING BOLT w PROPOSED W8x9O ('TYP. OF 2) (TYP.. OF 4) PROPOSED UNISTRUT PROPOSED UNISTRUT, PIODO W /P286O EN CHANNELS PROPOSED A325 5/2" THRU T PIGOIT W/E S _ (BOTH ENDS)(TYP. OF 4) (TYP. OF tO) (TYR, OF 4) PROPOSED 4 "x4 'x3' —Q" PVC TUBE PIPE , OF 2) PROPOSED UNISTRUT PROPOSED 1 /8' RUBBER PAD PIOOO CHANNELS (TYP.. OF 2) W /P2860 ENOCAPS (BOTH ENOS)(TYP. OF TAIL A PlIA..LL- g 9 ,,,,, VIE NO SCALE NO SCALE 1} °• «. NO SCALE I PROPOSED REMOTE RAVO HEAD ATTACHED TO PIGOIT CHANNELS WITH 1/2 SPRING DOLT PROPOSED , . ., t NO: 1698 ED NOTES. 1, GRAY TAPING TO BE USED FOR 70D MHZ AND PURPLE TAPING TO BE USED FOR AWS, TAPING TO FOLLOW AT&T STANDARD mm9m%9vfi� ------------ -------- ---- - 4"x Y, T� UM IS! E,�iSTW� S N', W, "MI N G G� 10 PROPOSED LIE PROPOSED LTE f L L r w I m w #--PROPOSED MSG CABLE FOR NET (TYP.) TX/lX2 �RXt TTX/RXI TX/RX2 T-In '? ALPHA SECTOR BETA SECTOR : 00 -.-.# '00 F 700 RRH I loubasmammamum" . A DIN MALE 11 DIN FEMALE 0 COAXIAL JUMPER — — — — — — — — — — — FIBER JUMPER ALARM CABLE RET CABLE - - - - - - ww - - - - - - - - - - - im m 1: 11 1214 R RED a BLUE G GREEN CR GRAY 3 C-4 E S T G U'MTS E Y (s 1 N U M PROPOSED LTE BLACK & VEATCH I + ---------- 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458-2000 L — ------- - PROJECT NO, 169867 r �:j DRAWN BY: JRK # CHECKED BY: WEB '7t/RX2 F GAMM SEC TOR C 700 'Rl s. mmm aut TO NEXT 1. 850 1900 RET FEED 7085.05 AJSG CABLE 1900 / 850 1 / 5w DIPLEXER DIPLEXER CM1007- DBPXBC CM1007- PBPXB( --003 -003 7085 x 850 1900 850 1900 AISG E-\ 4`i � *°. CS 4 TM itil w g � t� g � t� F X J�, Y __,I ,_.. GSA #850 PRIMARY CABINET GSM 1900 PRIMARY CABINET f y i PROJECT 140: 1698 DRAWN sY. JRY CHECKED BY; WE8 w 4`i � *°. CS 4 TM itil w g � t� g � t� F X J�, Y __,I ,_.. GSA #850 PRIMARY CABINET GSM 1900 PRIMARY CABINET f y i PROJECT 140: 1698 DRAWN sY. JRY CHECKED BY; WE8 mw I 84LL OF MATERIAL SEE NOTE 12 T 36 313 39 ITEM # AS REQ "D t.�.+' TOTAL. QUANTITY APPLICATION C TO 8 C ANTENNA 1 DUAL NA D AN I WALL, COUNG 1 OUTSIDE DUAL D OR FLOOR FIBER JUMPER THE 2 2 PENETRATION DUAL BAND SHELTER RE't d 1 NO SCALE SEE NOTE It ALPHA SECTOR BETA SECTOR GAMMA SECTOR F f --- T 7 - �-] � �F - 1� LTE I I LTE I I LTE LTE Bev I ROOM CIRCUITS IN CABLE TRAY OR CONDUITS TO THE EXISTING +24VDC UPS OR —*8VDC UPS PANEM PROIADE THE APPROPRIATE SIZE OF OVERCURRENT PROTECTION AND FOLLOW THE TERMINATION PROCEDURES N ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS, ANTENNA .0 BET, TWO PER 2 ANTEN TERMINATOR 4 t Eam FROM b24V DC OR —46V DC SUPPLY TO MCU 1 -2 /C 14 AG RHH, RHW OR THNN -2 TYPE M IN RACK OR 2 -1 /C 14 AWG RHH„ RHW OR THHN -2 EACH IN CONDUIT 84LL OF MATERIAL SECTOR ITEM # ITEM DESCRIPTION TOTAL. QUANTITY APPLICATION A e C 1 DUAL NA D AN I 1 1 3 DUAL D 2A FIBER JUMPER 2 2 2 6 DUAL BAND 28 RE't d 1 1 3 DUAL BAND 3 RAYCAP FC12— PC6 —I0E I (AS REQ`D,) REQUIRED 4 RAYCAP DC2 -46 6Q -0 -9E H—H E�(AS REQUIRED ... REQUIRED 5 FIBER TRUNK EQ `D.} Y w "Y . s � O n P I t I ROOM CIRCUITS IN CABLE TRAY OR CONDUITS TO THE EXISTING +24VDC UPS OR —*8VDC UPS PANEM PROIADE THE APPROPRIATE SIZE OF OVERCURRENT PROTECTION AND FOLLOW THE TERMINATION PROCEDURES N ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS, ANTENNA .0 BET, TWO PER 2 ANTEN TERMINATOR 4 t Eam FROM b24V DC OR —46V DC SUPPLY TO MCU 1 -2 /C 14 AG RHH, RHW OR THNN -2 TYPE M IN RACK OR 2 -1 /C 14 AWG RHH„ RHW OR THHN -2 EACH IN CONDUIT s t PROJECT NO: 169867 DRAWN BY- JRK i 84LL OF MATERIAL SECTOR ITEM # ITEM DESCRIPTION TOTAL. QUANTITY APPLICATION A e C 1 DUAL NA D AN I 1 1 3 DUAL D 2A FIBER JUMPER 2 2 2 6 DUAL BAND 28 RE't d 1 1 3 DUAL BAND 3 RAYCAP FC12— PC6 —I0E I (AS REQ`D,) REQUIRED 4 RAYCAP DC2 -46 6Q -0 -9E H—H E�(AS REQUIRED ... REQUIRED 5 FIBER TRUNK EQ `D.} s t PROJECT NO: 169867 DRAWN BY- JRK i A% Beyond This Point you are entering a controlled area where RF emissions may exceed the FCC General Population Exposure Limits. Follow all posted signs and site guidelines for working in a RE environment, I A 1 0M Obey all posted signs and site guidelines for working in a RIZeavirmanent, IMAM 1 0 M ONE= q N�M 1 mm� IN CASE OF EMERGENCY, OR PRIOR TO PERFORMING MAINTENANCE ON THIS SITE. CALL 800-638-2822 AND REFERENCE CELL SITE NUMBER- .... ......... iPROJECT NO� 1698671 ....... ............. ..... J CHECKED BY: WE131 GENERAL SIGNAGE GUIDELINES IWOSION#1 INF-0 SIGN #2 114FO SIGN #3 INFO SIGN #4 Striping NOTICESIGN CAUTION SIGN Structure ZIE!, Towers entrance gates, At the height of the MDnopoleAbnoinne/Nionopalm shelter doors OR on cHirbing side ofthe On backside of On the side of first clirribing step, the outdoor Tow er Antennas Antennas run. 9ft above cabinets ground entrance gates, At the height of the sheter doors OR on chnl*V sale ofthe On backside of On the side of first ckrt*g step, SCE Tow ers/ Tow errs w th high voltage the outdoor Tower Antennas Antennas min, 9ft above cabinets ground entrance gates, -6n-ffie--p-o1F,—n5-Vs-s shelter doors OR on than aft below the On backside of de On the si of Light Poles / Flog Was Antenna and no the outdoor less than 911 above Antennas Antennas cabinets round entrance gates, on the pole, no less If Gla max value of WE at antenna level shaker doors OR on than aft below the On backside of On the side of is 0-99%, Notice sign; over 99W L)fifity Wood poles (.PA) the outdoor Antenna and no Antennas Antennas Caution sign at no less than aft below cabinets less than 9ft above antenna and 9ft above ground ground on the pole, no less Notice or Caution sign at no less than entrance gates, than aft below the 9ft above ground: only if the exposure shelter doors OR on On backside of On the side of Wrocells mounted on non - JPA poles Antenna and no exceeds 90% of the General Public the outdoor cabinets Less than 9ft above Antennas Antennas exposure at Eft above ground or at ground outskle surface of adjacent buildings Roof- Tops.- At all access points to the roof On Antennas X X X Concealed Antennas X X antennas mounted facing outside the building X X antennas on support structure X Rool'view Graph: adjacent to each Radiation area is w thin 3ft from antenna X antenna either Notice or Caution sign (based on diagonal, yellow RDofview resufts) at antennas/barrier Radiation area is beyond aft from antenna adjacent to each striping as to X antenna Roof view graph adjacent to Church Steeples Access to steeple antennas if On backside of On the side of Caution sign at the antennas are Antennas Antennas antennas concealed adjacent to Caution son beside r Wate Stations Access to r ladde antennas if On backside of On the side of Into sign #1, Inn, 9ft antennas are Antennas Antennas ab I concealed mm� IN CASE OF EMERGENCY, OR PRIOR TO PERFORMING MAINTENANCE ON THIS SITE. CALL 800-638-2822 AND REFERENCE CELL SITE NUMBER- .... ......... iPROJECT NO� 1698671 ....... ............. ..... J CHECKED BY: WE131 r PROPOSED INDOOR 10950 GRANDMEW DRIVE LINEAGE POWE DIST, OVERLAND PARK, KANSAS 66210 ar� � � E 4 1 f T�QI?� (313) 458 -2000 OHP - OW- OHP i AD ALTERNATING CURRENT 6 8 AJC AMPERAGE INTERRUPTION CAPACITY ATS AUTOMATIC TRANSFER SWITCH q ! PROJECT NO: 169867 ! (( ! ,A AWG AMERICAN WIRE GAUGE i [ t OTC BARE TINNED COPPER CONDUCTOR DRAWN BY: JRK i !I t i BATT BATTERY L____ CHG CHARGING C COMMON PROPOSED LTE RACK r A! DC DIRECT CURRENT CONTINUE TO P CCC JUNCTION BOX DIA DIAMETER PLENUM—RATED THMn { i E DING DRAWING FLEXIBLE INNER 6 E EC ELECTRICAL CONDUCTOR DUCTS I ! ` EMT ELECTRC& METALLIC TUBING 1 t FROM TELCO BOARD p ! FIF FACILITY INTERFACE FRAME GEN GENERATOR T ONT ONT ONT GPS GLOBAL POSITIONING SYSTEM t GSM GLOBAL SYSTEM FOR MOBILE !•. * t ` . HVAC HEAT V TILATION/ AIR CONDITIONING t 0 IGR WTEMOR GROUNDING RING x. I I ! I x MGB MASTER GROUNDING BAR t 6 Lm_ —__,J MIN MINIMUM "A" MTS MANUAL TRANSFER SWITCH ,f M/W MICROWAVE NEC NATIONAL ELECTRICAL GORE f ON CENTER ALL NON—AFFECTED EOUIPMENT EXCLUDED FOR CLARITY 12'6' 0 1' 2' 3' 4' 5 NOM 1. NSTALL ADDITIONAL CfRCUITS TO RECTIFIERS AS REQUIRED, TO PROVIDE PROPOSED UNEAGE UPS +24f— f � 3 � 7 B6,TTE r BANK I d d d d d d d d i t r ..................«........ PROPOSED MOUNT 1 #1 12 #3 4 4 � 4 ! } P P i t • 4 FIBER OPTIC 4 d B �. P LE OUTE TO THE NEAREST, P RAYCAP SURD CABLE PROTECTION 4 4 PROTECTION PROTECTION I PROTECTION I ♦ p a 4 LTE BASE BANG UNIT s RAYCAP FIBER OPTIC & 4 P � pP ,w P w DO POWER CONNECTION JUNCDON BOX M .♦ P FC12—PC6—IOE I ROUTE TO t THE NEAREST .P iw EMST1NC i GROUNDING BAR I d d d d d d d d i t DC CIR r ..................«........ 4 4 � 4 ! } P P i t • 4 FIBER OPTIC 4 d B �. P LE i RAYCAP SURD PROTECTION 4 4 P 4 S 6 ♦ p a 4 LTE BASE BANG UNIT s " 4 P � pP ,w P w M .♦ P it .P iw EMST1NC i GROUNDING BAR 4 s 4 * S U I t � t' r Y P y :3i � 4 ( 1 3 # « 4 4 RAYCAP SURGE TECT80N 4 3 .. ,St; 4 DC6-- 49- -60 —Rm 4 4 1 1 7 f +° a 4 LOCATED WITHIN t 39 ;. a ;° 4 4 EXISTING 4 PROPOSED LTE RACK 4 4 G B ROUNDING R 4 4 4 4 4 4 2 3 4 4 .,. _...,i_ _ .. .,.... 4 4 .. ............... ................ DC CIR P P t • P RAYCAP SURD PROTECTION .P ♦ p {µ s " P � pP ,w P w M .♦ P it .P iw PROJECT NO: 169867 DRAWN NY. JRK CHECKED BY: WEB 0 ME .. # NO SCALE go ffm g # NO SME Em we m a. # Nni • VI � N O FP,A�CNNI L NO (DO NOT USE) C NO 1 L J �USEC &NC k PR OJECT r CHECKE . WES PROPOSED FUTURE RRH'S RRH'S SPARE Al BT Ct A2 B2 C2 C7 C2 C3 DI D2 D3 BLACK & BLACK & BLACK & BLACK & BLACK 4 BLACK & 0 0 0 0 � ✓ BLUE ORANGE GREEN BLUE ORANGE GREEN RETURN BLACK FROM K FROM K F 0 y 0 r� 0 0 0 p ( �'"""y j (/'�} l./ GROUND GROUND GROUND V RED & RED & RED & RED & RED & RED & 0 0 0 0 0 BLUE ORANGE GREEN BLUE. ORANGE GREEN V RED FROM RED FROM RED FROM 0 0 0 BREAKER BREAKER BREAKER +' ALPHA BETA GAMMA . ALPHA BETA GAMMA STUDS (T rp) M7Et4 91AG AM NO SCALE we m a. # Nni • VI � N O FP,A�CNNI L NO (DO NOT USE) C NO 1 L J �USEC &NC k PR OJECT r CHECKE . WES M � ♦ 4 masolm ALL NON—AFFECTED EQUIPMENT EXCLUDED FOR CLAIRITY T U JN P N e GROUNDING CONDUCTOR EXOTHERMIC N CHEMICAL ELECTROLYTIC GROUNDING SYSTEM GROUNDING W COMPRESSION TYPE CONNECTIONS (TWO HOLE LUC OR EOUNALENT) GROUND ROD WITH INSPECTION SLE GRAPHICS LEGEND f'`i EXTEND (2) 2 AWO TINNED GO CONDUCTORS TO TER WOUNDING G SAR AND MAKE A MECHANICAL CONNECTION, 0 TEST GROUND ROD VATH INSPECTION SLEEVE 'd T «IFW EXOTHERMIC MTH INSPECTION SLEEVE « WES It ,TN G AT&j PROPOSED AT&T LTE ANTENNA— PROPOSED 24*0 x 7'-0' — STEALTH CANISTER (TOP OF CANISTER NOT TO EXCEED 7'-0' ABOVE ROOF PARAPET) (TYP) M C,AMMA SU-ITOIR w E uz PROPOSED REMOTE RADIO HEAD AND PROPOSED SURGE SUPPRESSION DEVICE ON PROPOSED ELALLAST MOUNT BE dA ANTENNA GROUNDING LAYOUT NO SCALE EXOTHERMIC CHEMICAL ELECTROLYTIC GROUNDING SYSTEM COMPRESSION TYPE CONNECTIONS (TWO HOLE LUG OR EOUNALENT) GROUND ROD WITH INSPECTION SLEEVE 1012.1121,21 HIM SCRT; , 7 N (OTHFR ClpptER) 2 (TYPI) PROPOSED AT&T LIE ANTENNA CONNECT TO MASTER CROUNDING BAR IMF M mammon= TEST GROUND ROD WITH INSPECTION SLEEVE EXOTHERMIC WITH INSPECTION SLEEVE W# N JRK i -- ------------ - CHECKED BY.� WE's WE ON • '«4' PROJECT NO: 169867 DRAWN B . CHECKED WEB s tra/23 /12 P UW rev .. o w JI i m f THE CONNECTOR BARREL HEAT SHIBNK EC t •' TWO i I 0 ._. ' _ BLACK HEAT SHRINK UV RATED N INST �p,�u M A a wi INC (SEE NOTE 2) DOUBLE CRIMP I II I N IIII CONNEC'nON WERIOR .5 5 r #^ 10 A N WE ON • '«4' PROJECT NO: 169867 DRAWN B . CHECKED WEB s tra/23 /12 P UW rev .. o w JI i m f THE CONNECTOR BARREL HEAT SHIBNK EC t •' TWO i I 0 ._. ' _ BLACK HEAT SHRINK UV RATED (SEE NOTE 2) DOUBLE CRIMP CONNEC'nON WERIOR .5 5 r #^ 10 A N � q '4 x -(SEE NOTE 1) WE ON • '«4' PROJECT NO: 169867 DRAWN B . CHECKED WEB s tra/23 /12 P UW rev .. o w JI i m f THE CONNECTOR BARREL HEAT SHIBNK EC t •' TWO i I 0 ._. ' _ BLACK HEAT SHRINK UV RATED A. OR #6 AWG STRANDED CU CONDUCTOR WITH GREEN, 60OV, THWN -2 INSULATION GROUNDING BAR ON ANTENNA TOWE O , (SEE NOTE 6) WALL. FLOOR, O R O N (2) TWO EXOTHERMiC TO BE USE SOLI WITH 12 AWC RARE TINNED COPPER GROUNDING C EXOTHERMIC WELD TO BUIBED GROUNDING r GROUNDING BAR s RON � �� 0M u allsomm I II��III « III I�II�I�I�II� 2 AWC GROUNDING CONDUCTOR TO GROUND RING x G AWG GROUNDING CARL (PROM W/ Kt€) --N _, ..PROPOSED CPS ANTENNA MOUNT ANDREW P/N M#TC2103 OR APPROVED EQUIVALENT Y .v�:> va a 'i t tic: SECURE TO WALL USING (d) BOLTS f GROUND KIT COAX CABLE B MINIMUM BENDING RADIUS PER CABLE MAN UFACTURER'S SPECIF'IC.ATIONS 9F IANLO A NA NO S CALE RUN = PROJECT NO� 169867 ,�CHECKED BY: 8P2J��3✓4,T EY5 ' REV CASE Ydf 92" MIN, ANTENNA CAB — ut . °0000' 0000 �oQ000 . M ASTER TO GROUNDING BUS 6 AWG STRANDED COPPER CONDUCTOR WITH GREEN, 600V, THWN -2 INSULATION a° ♦ a �, MEM IND 12* Wk ANTENNA CABLES (TYP,) CABL GROUNDING KIT ( ( ) SEE DETAIL G I —D" J THIS DWG . s l k ! 1 F 91 B�s}.m- 4 iYir {�Vi°i f' iwM A FJ IY P47 tk18 tJ MOY� �M NO SCALE , ..E m ** mo i FEE TH R U f NO SCALE r IT IS A MOLAIM OF LAW FOR PE UNLM THEY ARE ACRNG R THE ORECUON TO ACTER THIS WCUMW BLACK c VEATCH M PROJECT NQ: 169867 CHECKED BY. WEB 11 1 ! I I amm oxcol - B. STRUCTURAL TUBING SHALL CONFIRM TO ASTM ASOO, GRADE B. STEEL PIPE SKALL CONFIRM TO ASTM A53, TYPE E OR S, GRADE B. 2.2 ANCHOR BOLTS: A, PRIMER SHALL BE RED OXIDE-CHROMATE PRIMER COMPLYING WITH SSPC PAINT SPECIFICATI'l NO I I 3. WELDED CONSTRUC71ON SKAU COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE, DUALITY OF WELD, AND METHODS USED IN CORRECTING WELDED WORK. 4, THE FABRnATOR SHALL FURNSH AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED CONNECTION!L 5, DOUBLE ANGLE MEMBERS SKALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 OF THE AISC-ASD SPECIFICAnON, & GUSSET AND STIFFENER PLATES SHALL BE 3/8 INCH THICK MINIMUM N� H. THE DRY FILM THICKNESS OF THE PRIMER SHALL BE 2.0 MfUL Mm b&Z BLACK & VEATCH PROJECT NO: 169867 DRAWN BY: JRK CHECKED BY: WEB I . 19 mm r �PROJECT NO: 16986 L - ---------- DRAWN BY JRK CHECKED BY: WEB 41 City of Wheat Ridge Res. Accessory Struc PERMIT - 110116 PERMIT NO: 110116 ISSUED: 02/07/2011 JOB ADDRESS: 4152 KIPLING ST EXPIRES: 02/07/2012 DESCRIPTION: Install 1 garden pavillion + port and 38' x 20' pole shed * ** CONTACTS * ** owner 720/989 -5806 Barton Buetow ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: '`( 4,640.80 FEES Permit Fee 125.05 Plan Review Fee 81.28 Total Valuation .00 Use Tax 83.53. ** TOTAL ** 289.86- Conditions: TP: Approved per attached letter. SS: Approved per case #WF- 09 -11. Zoned R -2. Maximum height is 15'. New shed must be at least 10' from east (rear) property line and 5" from the north (side) property line. KC: Approved per plans and red -line notes on plans. Must comply with 2006 IRC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and /or its' accompanying approved plans and specifications. Signatu e of OWNER or &IMACTOR (Circle one) 3ate 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This _permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field 'ns ct' Signature Ch'c8uilding 0£fical Date INS PEC ION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: ( 303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. '716 1 ty Ian °= ( ii t r l . IM;lt) ti.ill 1)ilVx1 w&Ai:A71 Building & Inspection Services Division Perrnit # G' 7500 W. 29 Ave., Wheat Ridge, CO 80033 = Office: 303- 235 -2855 * Fax` 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application Pro 4ryAddess 14ISZ dG3pGer+Sd� -S i,W 4�q ��i73�Apra�3 Property Owner (please print): Vy0re- 3uy,;:.yy _ Phone: Gj Mailing Address: (if different than property address) Address: City, State, Zip: � Con @rac�ati: 1 _ — Contractors City License #: Phone: dub Czitatracfgys: Electrical: Plumbing: Mechanical: City License # City License # City License #, _ pei& lxLi n � iraor r 12CE,u 0 -tteta OJ t- 'gJI L.Dpltt� t t To�Io C %Pa,^ r (1) aA1e -*W,,i 04^r1 "le>j 4 PYA r Ira,K 17• VEIN Contract Value: L2J PO r- s tA-I? h 579 Z- j ac� t "T af'fO 1 ✓G $ - - Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations . of the City . of Wheat Ridge or covenants, easements or restrictions of record;. that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner . or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. - - - CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: SIGNATURE: DATE: 20N17`1GCbMN1)= )`1T5� � � ✓', �-'� � E� �� �� � u v�' ��-V ��t�tli�l.��i' G��.C�3`�� °t X - i 'C� ��b � J o � ,✓ � s rlLOn109 � �.,, F es" i r U:� -� r.✓'�' „tJ fr Y�'✓"� *. ✓ r N -.� t✓ z�.Q —d a r �; ReIYIO er" '�✓ y r � .Pi 7 rvSN r � v r•'a f. } F./r ,.„f �� � �� � ly -!✓ ', r�r s i z C "_:. � :ra 1ra' ✓ P� � a•,,��, �' j 4 ✓r 1 TG` C,,,� r„> ✓l. ✓/ 3 ✓t c3'4 /�J /C .rll f ✓ � ,a.. ti5 ,W 9�+ �� is H✓ ✓ £yrr'✓: 4 .z, y'✓ � ,✓ >, A. � � J�'` �✓�'C'�rt$'�1.'3 e"4;y*"�y✓.Sr -".=r� - y BD11"DINOO DEPARTh%EIJ p�p pYi r ��� ��� ✓��"� }' ys�""s ° �,¢ .. _., ? u .'.....;.,' �a� „ �� s Ar ...,,e.�?u� ��.,ar� �.�J' �✓ s ✓S rr "" r � y "` ri or - o ^ s✓ T°r `l^s al r � f'rr �sj t a > v�r� �J'� .�� l a�� '✓ �I rY a f✓ �" ter./ /^*rr, r � ✓:� � ✓ z "� n` �r.v`Y- , >yl �h'�u, % ^,'%ii „ , ,r ✓ ✓d� a 'g l+' m'S.* f sr ✓-., ✓ i f � ��' � r � s✓A/ 0 /'L ?! •r�N VS:. Y ✓ ��✓ �� � / h /�� y Y' �3 .�."✓ ?/�� � � ���✓ 2� /+hm. /. ✓ x �d 7,� �,,,:a- ,.„, ✓;,r ry s�, v i' z,`i s "3 "a^ 3.- r„/�g, .}/s"/ `s c�-� - .PUBLIC Revlev9er� � ,Cp r�� � �r%�y�jw,ti�. .,-�� � N � �� i-v�, .%sir s �-r� �^zY�^�"'�", xa-p'^ s , ✓ l r'Py��F"S y z P r�r ✓ i PIRG o` PARTMEN7_„ [3 pprovedwl rBMmenis Li asap ved ti. b,rsv)sw regttlre`3a Bldg Valuation $ Y(� YO SCJ - Residential Worksheet Address: Zonin g /� Z Property in the flood plain? Lot Sizel y6157�_ sq. ft. Lot Width: ft. Maximum Lot Coverage: V6 % Proposed Improvements: House: sq. ft. Addition to House: sq. ft. Shed: Ala ® sq. ft. Detached Garage: sq. ft. Proposed Lot Coverage: (Total) /m'7 % Mjt) M sq. ft. Existing Improvement(s): House: / / S0 sq. ft. Shed: 2 z _o * sq ft. Detached Garage: Other: sq. ft. 6� 9zY 5F �c Le. g u sq. ft. e z. D sq. ft 7C¢(7 l3 cSl' i Required Setbacks: FR y S 5 r S S_ ' R 10 i Provided Setbacks: FR S _ S R ' Maximum Height: 15 ft. Proposed Height: /5 ft. Maximum Size: / CZ) sq. ft. Proposed Size: ?6- y sq. ft. Access Notes For one and two - family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any Property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two - family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. Landscaping Notes For one -and two - family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: Street trees provided: p g}� "Z Hou -C s3 .L l V ? fll ZL -'� C .'� "!.,rSG. - _. _ `i'Lbi '�' ✓t/ _ {�.• J � f�`°t�E'E 4Y'r.,- X . ii � -F.... L`.Gi.�„CR. '�i4t!v � Crn i r NU_ . !� °L�� ��1 __.�'3C. �cK -� k`ot L�t��Y dr'�f�. /r t Y..��cl - -E^ .y •z: "vL�. .�.; .o'� y�ve,6b4,v«`a: __ __ - p(� /.-�iV € (r fj�l V t � )�:�� Z �./L€ f�l�' -e vL `i;L aY � �j {f � 4Y V' /. V{,�•��f ��CLuC! 1 �u 41 -r - p tlLg. {.a.!'`i �Ir_L• �f'L �tii - f "iLa -ffi t r t'. rl vf . +if vo .. C vin l;V _�'}71.Gi.`t•L:<.* l/.. __ _ Ze � ' t N The City of Wheat Ridge Flood Plain Development Permit Application Information Permit Date 0 1 k i Owner 'P ray„+ 'eu igE-" - mu Telephone — I - ZO qiil�t S10 (� Address y1S2. <r11°t4M(dr ST ,,, an+ntprtiyW= X33 Contractor 4iafNG anlw++t Telephone Address Project Location/Directions Project Description _Single Family Residential V New Construction Channelization — Multi-Family Residential _Substantial w Fill Improvement ( >50 %) _Manufactured (Mobile) Home ✓ Improvement ( <50 %) — Bridge/Culvert Non - residential Rehabilitation Levee Other /Explanations Class of Permit /Fee Schedule _ ✓Class I (structures for non -human occupancy) $300 _Class II (structures for human occupancy) $840 (includes public noticing fees) I have read and understand and will comply with the requirements of this Flood Plain Permit. Applicant Signature IAtn Iti Date (To be completed by Flood Plain Administrator) Flood Hazard Data Watercourse Name The project is proposed in the Floodway Floodway Fringe X Base (100 -year) flood elevation(s) at project site S 6 I Elevation required for Lowest Floor S36 z NGVD / Floodproofing NGVD Source Documents: Reports /Maps Proposal Review Checklist Site development plans are complete and depict flood hazard data. Engineering data is provided for proposed map and floodway revisions. Floodway Certificate and data documents no increase in flood heights. Subdivision proposals minimize flood damage and protect utilities. Lowest floor elevations are above the base (100 -year) flood level. Manufactured homes address elevation and anchoring requirements. A Floodproofing Certificate certifies floodproofing designs. Other: Permit Action Yermit Approved: The info ation submitted for the proposed project was reviewed and is in c pliance with approv flood plain management standards (site development plans are on file). Permit ie . The proposed project does not meet approved flood plain management standards (explana on file). rrance Granted: ariance established by FEMA cons' en (variance action documentation was granted from the base (100 -year) flood elevations with variance requirements of NFIP regulations Part 60.6 s on file). Flood Plain Administrator's Signature Date Comments: Compliance Documentation Map Revision Data. Certified documentation by a registered professional engineer of as -built conditions for flood plain alterations were received and submitted to FEMA for a flood insurance map revision. Fill Certificate. A community official certified the elevation, compaction, slope and slope protection for all fill placed in the flood plain consistent with NFIP regulations Part 65.5 for map revisions. Elevation and Floodproofrng Certificates. The as -built elevation of the builiding's lowest floor was certified as NGVD; or the building's floodproofing level was certified as file. NGVD; by a registered professional engineer or licensed surveyor and is on Certificate of Occupancy or Compliance Issued on Date Rev. 3/11/03 A . City of Wheat j�idge PUBLIC WORKS City of Wheat Ridge Municipal Building January 25, 2011 Barton Buetow 4152 Kipling Street Wheat Ridge, CO 80033 Dear Mr. Buetow: 7500 W. 29 Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2861 F: 303.235.2857 I initially reviewed your January 10, 2011 Flood Plain Development Permit application and submittals and found the application to be lacking an acceptable site plan. I contacted Mike McDermid, your engineer, and he provided a suitable site plan yesterday, January 24, 2011. Your application requests permission to: 1. Elevate a 38' X 20' existing shed, such that the floor of the shed is at elevation 5360.5. Fill would be placed under and around the elevated shed. 2. Remove three (3) outside walls of a 16' X 12' existing shed, converting the shed to a garden pavilion. The pavilion would remain at existing grade, which is below the 100 year flood elevation. Your application, as requested, is denied. The request to elevate the 38' X 20' shed will be approved, subject to the final floor elevation being at, or above, elevation 5362. This approval is for a Flood Plain Development Permit only and you are hereby advised that a building permit is also required for your project. The request to modify the 16' X 12' shed and leave it at its existing elevation is denied because: 1. By definition, a pavilion is a building and a building of this size in the flood storage district must be elevated one (1) foot above the base flood elevation. 2. All construction materials subject to possible flood damage must be resistant to flood damage. Do not hesitate contacting me if you desire clarification of the contents of the letter. Sincerely, Timothy Paranto, P.E. Director of Public Works www.ci.wh eatridge.co.us R.OISAY ML NICDERIMI), P. E. 9420 west Teimessee venue Lnlr wood, Colorido 90226-4.105 Mobile (303) 903 -6698 Phone(303)728-1580 r+nx (303) 725 1577 January 12, 2011 Mr. Tim Paranto, P.E. Director of Public Works City of Wheat Ridge 7500 West 29"' Avenue Wheat Ridge, Colorado 80033 Dear Mr. Paranto: Subject: Letter Report — Analysis of Proposed Structure Alteration an P osed Fill in the Clear Creek 100 -year F000dplain on the Property at 4152 KipIintr Street This is a letter report describing the 100 -year floodplain issues associated with the proposed structure alteration and the proposed fill on a portion of the property located at 4152 Kipling Street, Wheat Ridge, Colorado. The study was authorized by Mr. Barton Buetow, the property owner. The property comprises about five acres and is Iocated adjacent to Lena Gulch on the west and Clear Creels on the north. A continuous levee separates the property from Lena Gulch on the east side and from Clear Creek on the westerly portion of the north boundary. A row of single family homes back up to the south boundary. The entire property, with the exception of the levee, is within the 100 - year floodplain. Back „round There are two small structures Iocated on the property adjacent to the Clear Creek levee on the north side. The easterly structure is a pole shed and the westerly is a small pavilion. The owner wishes to alter the pavilion by removing the existing walls and reconstructing the wall on the north (levee) side. The owner wishes to fill the pole shed footprint to raise the floor level to one foot above the 100 -year water surface elevation. Constraints With respect to the 100 year floodplain, there are two constraints. The first is that no fill is allowed in the floodway. The second is that no rise in the water surface elevation caused by fill placement is allowed, unless it can be mitigated. The 100 -year floodplain on the Beutow property was investigated in August, 2010 and the results reported in a letter report by Consulting Civil and Water ResO'U .CS Engineering addressed to Mr. Tim Paranto, P,E., City of Wheat Ridge Director of Public Mr. Tim Paranto, P.E. January 12, 2011 Paue 2 Works. The report showed that the portion of the Buetow property south of the levee is located in a crosshatched area representing ineffective. flow. Ineffcctive flow areas may experience hooding; however the water is not flowing and does not contribute to the conveyance of Clear Creek. Although the land could be it undated in a 100 -year flood event, the water would be backwater entering the property from do streeo -i"f. Water rn the ineffective flow areas has no velocity and does not contribute to the conveyance of Clear Creek. Removal of these areas from the floodplain through fill will have no impact on water surface elevations in Clear Creek. Proposed Pavilion Alteration It is proposed to alter the existing pavilion by removing the existing walls. The north wall will be reconstructed to provide additional support. The wall removal would allow I ree passage of floodwater through the structure. .However, the flooding that would be experienced on the south side of the levee is backwater in the ineffective flow area and has no velocity. The existence of a wall on the north side would have no impact on water surface elevations and would experience no hydrodynamic forces. Proposed Fill Place - Pole Shed The existing pole died is located near the Clear Creek levee on the norm side of the property. The shed footprint is reported to be 38 feet by 20 fee: and located at. grade at about elevation 5356. The fill would extend to the levee on the north side and be sloped away from the structure at about 3:1 on the sides and about 10:1 for a 12 foot width ramp on the south side. The 100 -year flood water surface elevation at the point at which the levee would be overtopped about 150 feet downstream (east) of the shed is about 5359.5. Because this is the nearest connection to Clear Creek, this water surface elevation determines the 100 - year water surface elevation at the location of the shed. To raise the elevation of the shed to one foot above the 100 -year flood water surface elevation would require fill to about elevation 5360.5, or about 4.5 feet above the existing grade. The fill volume would be restricted to 500 cubic yards or less. The area to be covered by the fill will be about 4.500 square feet, or 0.1 acre. No Construction Stormwater Management Permit is required. Sediment and Erosion Control Because the proposed work is in the ineffective flow area, with no flow velocity, there will be no erosion resulting from flowing water - The area to be filled is located over 100 feet from the nearest part of Clear Creek that will have flowing water and any fill material eroded by rainfall during construction will remain on the site. Following completion of fill placement and construction, the exposed slopes will be revegetated in accordance with the City of Wheat Ridge specifications. Mr. Tim Paranto, P.E. January 1.2, 2011 Page 3 Conclusions The mapped Clear Creek floodplain on the portion of the Buetow property under consideration is an ineffective flow area, inundated by non - flowing backwater from beIOVJ that part of the property. A tcraiioll of t 1e eXiStrilg paVil101i tG r rnOJe the walls and reconstruct the north wall will have no impact on the Clear Creek floodplain, and there will be no hydrodynamic forces acting on the stricture. The placement of fill to elevate the pole shed to one foot above the 100 -yea.- water surface elevation will also have , to impact on the Clear Creek floodplain. A Class I Special Exception Permit Application and a check for $800 for Earth Fill equal to or less than 500 cubic yards is attached. XRiC is '[i�Y.Xw•J::<Y XY. Please call at 303.903.6698 or email at _r_c -_;id cocs.!e: with any questions. Sincerely; Ramsay M. McDermid, P.E. Principal Engineer Colorado P.E. Number 12672 attaclunents: 1 Category I Pioodplani Development Permit Application E - SPP DEC Project Description / Narrative Date: November 17, 2010 Applicant: AT&T Representative: Pam Powell - Black & Veatch Corporation 720 8344354; powellp@bv.com Project Name: 38"' & Kipling — COU 1062 Site Address: 4251 Kipling St. Wheat Ridge, CO 80033 Property Owner: New Clear Creek, LLC Parcel Number: 39-214-01-002 Zoning Designation: C-1 Zoning Process: Pre -Application Conference Project Description: Siv.9XVTT,,�L •u- U7 OAU 212010 ) To further enhance its current coverage in the area, AT&T proposes a modification to the existing wireless telecommunication facility located at 4251 Kipling Street. This facility is an existing rooftop site with the antennas side mounted on the building. With this modification, AT&T proposes to attach two (2) additional antennas to the west side of the building. The antennas will be painted to match the existing building and will not be facing any streets or major corridors. In order to minimize visual impact to the surrounding areas and eliminate the visual impact a new facility would bring, AT&T is utilizing its existing facility to maximize the coverage in the area. This modification will be compatible in design, color, and materials with the existing structures and building, further adhering to the camouflaging of the site. The equipment is located inside the building; therefore, modifications to the cabinets will not create a visual impact. This facility will continue to be unmanned and will require infrequent maintenance. Project Justification: A modification to AT&T's site at this location is needed to provide customers with adequate call quality and to provide the proper hand-off between sites. Modification of this facility was caused by a number of factors: • customer complaints requests for improved service • usage patterns • growth in the area AT&T radio frequency design engineers made detailed studies to collect real-time statistics as well as did drive tests in the area to simulate what customers were experiencing. Customer satisfaction surveys and feedback were also used to assess the quality of AT&T's wireless service in this area. Customers were asked about dead spots, dropped calls and the quality of service in their homes and neighborhoods as they drive to work and school, as well as in their actual work environment. Wireless phones are an integral part of public safety. More than 291,000 calls are made daily to E911 from a wireless caller. That number continues to grow as more and more people use their wireless phone to call for emergency service which helps save lives and fight crime. More than 84% of the U.S. population has a mobile phone and 16% of U.S. households have disconnected their Land -Lines. Modifying this site to add two new antennas to further enhance AT&T's coverage in the area is the most feasible course of action because it is an existing roof top installation and eliminates the necessity of building a new facility. AT&T has an on-going responsibility to their customers in this community to continue to provide wireless service for communication needs as well as to provide wireless service in case of an emergency. By doing so, safety within the City of Wheat Ridge is also increased Permits Required: In addition to the Pre -Application Conference required by the City of Wheat Ridge for the proposed modification to this facility, AT&T will need to obtain site development approval through the City of Wheat Ridge's development & zoning department and a building permit through the City of Wheat Ridge's building department. FAA Regulations: All of AT&T's facilities, including this one, strictly comply with FAA requirements for cumulative field measurements of radio frequency power density and electromagnetic fields. FCC Interference: All of AT&T's facilities, including this proposed facility modification, strictly comply with FCC requirements for cumulative field measurements of radio frequency power densities and electromagnetic fields. Public Safety Interference: This proposed AT&T facility modification, and all of its existing facilities, do not and will not interfere with any public safety frequencies servicing the City of Wheat Ridge and its residents. Adherence to Comprehensive Plan: This proposed facility modification adheres to the City of Wheat Ridge's Municipal Code for CMRS facilities. With the modification of this facility, residents, visitors and those passing through the area can be assured that AT&T is trying to provide the highest level of service for their communication and safety needs. ENGINEERING�F 2006 INTERNATIONAL BUILD114G CODE 2008 NATIONAL ELECTRIC CODE TIA/EIA-222-F OR LATEST EDITION GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE: NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. PROJECT DESCRIPTION THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT CABINETS FOR AT&T'S WIRELESS TELECOMMUNICATIONS NETWORK. INSTALLATION OF (2) PIPE MOUNTED PANEL ANTENNAS, (2) TMA's. AND (4) COAX ARE PROPOSED. SITE INFORMATION PROPERTY OWNER: NEW CLEAR CREEK, LLC ADDRESS: 2601 BLAI:E ST, #100 LOCAL MAP DENVER, CO 80205 TOWER OWNER: N/A SITE NAME: 387H AND KIPLING SITE NUMBER: ON1062 - COU1062 SITE CONTACT: X COAX COLOR CODING X S17E ADDRESS: 4251 KIPLING STREET GROUNDING DETAILS . WHEAT RIDGE, CO 80033 COUNTY: JEFFERSON LATITUDE (NAD 83): 39' 46' 33.96' N GENERAL ELECTRICAL NOTES 39.77610 LONGITUDE (NAD 83): 105' 6' 35.9" w -105.109972 GROUND ELEVATION: 5365' AMSL ANTENNA CENTERLINE: 50'-0' ACL ZONING JURISDICTION: CITY OF WHEATMOGE ZONING DISTRICT: C-1 PARCEL #: 39-214-01-002 OCCUPANCY GROUP: U CONSTRUCTION TYPE: V -N POWER COMPANY: XCEL ENERGY TELEPHONE COMPANY: QWEST SITE ACQUISITION CONTACT: RAY TAYLOR PROPERTY SPECIALIST 720-220-8954 RELIANT LAND SERVICES, INC. (OY IOylorOrhusa com <mmllo:roir_I0ylorONw•0 RF ENGINEER: com> WINNIE LAI (314) 724-9605 PROJECT MANAGER: MICHAEL DERRICK \, Atva (303) 408-3090 CONSTRUCTION MANAGER: BERT HAMLIN (303) 250-6270 IF USING 11"x17" PLOT, DRAWINGS WILL BE HALF SCALE CONTACT INFORMATION ENGINEER: BLACK & VEATCH CORPORATION 6300 SYRACUSE WAY SLATE 300 CENTENNIAL, CO 60111 CONTACT: JEREMY JOHNSON PHONE: (720) 834-4331 s�8A,t177�L, 38TH AND KIPLING FOR flec-)fPp olU 1� DN1062 - COU1062 3755000002 at&t SECTOR ADD ROOFTOP VICINITY MAP DRAWING INDEX SHEET NO: SHEET TITLE T-1 LOCAL MAP C-1 OVERALL SITE PLAN C-2 SITE ELEVATION RF -1 GAMMA SECTOR CONFIGURATION I RET CONFIGURATION I COAX COLOR CODING RF -4 RF SIGNAGE DETAILS G-1 GROUNDING DETAILS . G-2 GROUNDING DETAILS GN -I GENERAL CONSTRUCTION NOTES CN -2 GENERAL ELECTRICAL NOTES d F-1 \, Atva ~ 381H AND KIPLING ON1062 / COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 V) 121 95 E:ST t 1 f t Wheat Ridge __ _ - _=— -_ W 41ST AVEAL 38TH AND KIPLING DN1062 /COU1062 4251 KIPLING STREET aJ't WHEAT RIDGE, CO 80033 < t ' 39TH AVE N s Lake NO SCALE DRIVING DIRECTIONS DIRECTIONS FROM NEAREST AT&T OFFICE: TAKE INVERNESS DR W. GO 0.57 MILES, TURN LEFT ONTO E DRY CREEK ROAD. GO 0.06 MILES, KEEP RIGHT ONTO 1-25 RAMP, GO 13.16 MILES, TAKE EXIT 2098, GO 0.06 MILES, KEEP RIGHT ONTO W 6TH AVENUE FWY RAMP, GO 0.06 MILES, KEEP LEFT ON W 6TH AVENUE FWY RAMP, GO 2,13 MILES, KEEP RIGHT ONTO US 6, GO 2.93 MILES, GO STRAIGHT ONTO SR 391 RAMP, GO 0.17 MILES, KEEP LEFT ON SR 391 RAMP, GO 0.01 MILES, GO STRAIGHT ONTO SR 391, SITE IS ON THE LFET. TOTAL DISTANCE = 22.56 MILES APPROVALS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AVIHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANCES OR SITE TYPORGATIONS. AT&T RF ENGINEER: AT&T OPERATION MANAGER: AT&T REAL ESTATE MANAGER: DATE: DATE: DATE: AT&T COMPLIANCE MANAGER: DATE: �- 8&V SITE AO: S&V CONSTRUCTIO14 MANAGER: PROPERTY OWNER: MUNICIPAL: DATE: DATE: DATE: DATE: DO NOT SCALE DRAWINGS SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & COND17IONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF AI4Y DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF COLORADO (600)922.1987 W W W. UNCC.ORG l YrDRIING GAYS UTWU NOUFtA"M PRIOR TO CONSTRUCTION `t 188 INVERNESS DRIVE WES- SVITE 400 ENGLEWOOD. CO 8011? 13LACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458-2000 PROJECT NO: 163314 DRAWN BY: JGK CHECKED BY: wE8 p�P00 L ICF • P/EA2908 !: A 0ti!%fl-' .� .�• 6499615 NAII, EN�\ R IS A V* A11ON OF LAW FOR ANY PERSON. UNLESS THEYARE ACTING UNDER THE DMECTION OE A LICENSED PROFESSKINAL ENGINEER, 10 ALTER THIS DOCUMENT 38TH AND KIPLING DN1062 — COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD T� SHEET TITLE T111t. SHEET SHEET NUMBER T-1 DRAWING INDEX SHEET NO: SHEET TITLE T-1 TITLE SHEET C-1 OVERALL SITE PLAN C-2 SITE ELEVATION RF -1 GAMMA SECTOR CONFIGURATION RF -2 RET CONFIGURATION RF -3 COAX COLOR CODING RF -4 RF SIGNAGE DETAILS G-1 GROUNDING DETAILS . G-2 GROUNDING DETAILS GN -I GENERAL CONSTRUCTION NOTES CN -2 GENERAL ELECTRICAL NOTES DO NOT SCALE DRAWINGS SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & COND17IONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF AI4Y DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF COLORADO (600)922.1987 W W W. UNCC.ORG l YrDRIING GAYS UTWU NOUFtA"M PRIOR TO CONSTRUCTION `t 188 INVERNESS DRIVE WES- SVITE 400 ENGLEWOOD. CO 8011? 13LACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458-2000 PROJECT NO: 163314 DRAWN BY: JGK CHECKED BY: wE8 p�P00 L ICF • P/EA2908 !: A 0ti!%fl-' .� .�• 6499615 NAII, EN�\ R IS A V* A11ON OF LAW FOR ANY PERSON. UNLESS THEYARE ACTING UNDER THE DMECTION OE A LICENSED PROFESSKINAL ENGINEER, 10 ALTER THIS DOCUMENT 38TH AND KIPLING DN1062 — COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD T� SHEET TITLE T111t. SHEET SHEET NUMBER T-1 0 (2.) PROPOSED AT&T ANTENNAS ON PIPE }. MOUNTS ATTACHED TO BUILDING FACADE, PAINT TO MATCH f 1 OVERALL SITE PLAN SCALE: 1/16' . 1'-0' Vl� %Ia A7A.'nC:: •% ZI _ )N'; i'V.-co a, 158 INV(.RNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 60112 BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (91 3) 458--2000 PROJECT N0: 163314 DRAWN BY: JGK CHECKED BY: WEB 0 1 11/12/10 1 ISSVED FOR PERMIT REV DATE I DESCRIPTION PO D o`'.••' WH TIO``•. s 00 E-42908 ��ss��IVAL ANG\ IT K A VIOLATION OF LAW FOR AM PERSON. VNLESS THEY ARE ACIIN0 UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, 10 ALTER THIS DOCWENT, 38TH AND KIPLING DN1062 - COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE OVERALL SITE PLAN SHEET NUMBER C-1 X" III,(, BUn. O,NC YJAU (TYP) PROPOSED AT&T CABLE TRAY TO MATCH EXISTING PROPOSED ANTENNA LAYOUT NO SCALE WEST ELEVATION SCALE: 1/Ti = 1-0' tOPOSED AT&T ANTENNAS Sor-ff- SECTOR A• A2 A- - A4 Bt C•2 U3 P.4 C1 C2 PROPOSED ANTENNA AND COAXIAL. CABLES REQUIREMENT 11 ISA SECTOK ANTENNA AZIMUTH --:TK.TECEIHERUNE COAXIAL CABLE MECH. CION OTY LENGTH TYPE ANO CW.\GES EXIS�Ikc A`ITENNA. Al 612 A3 LE / `-(4) EXISTING AT&T EXISTING ANIFNNA A711411H /_7iMAH A21MLII 1, 126'1,11It ANTENNAS TO BE NO CHANGES 2v 28' 25 25 ROTATED 10 NEW '- NO CHANCES EXISTING AVTENNA 145' AZIMUTHS (TYP) EXISTING A'dTEN"A 149 -, <. r 265'0/0 �~ I$ 2/5 50' - 215 C2 POWERWAVE P65 -15 -XLH -RR 265'- 0/0 2/5 AZIMUTH 2 1 215 AVA5-50 265' .1` GAMMA IJtlp;:G i:aa. b SECTOL C AZIN 285' 64 63 B2 AZIMUTH AZIMUTH AZIMUTH AZ MOTH 145 145' 145' 149 -(4) EXISTIINC AT&I ANTENNAS TO BE BETA SECTOR ROTATED TO NEI; - _ .- AZIMUTHS (TYP) EXISTING ANTENNA LAYQIJ NO SCALE X" III,(, BUn. O,NC YJAU (TYP) PROPOSED AT&T CABLE TRAY TO MATCH EXISTING PROPOSED ANTENNA LAYOUT NO SCALE WEST ELEVATION SCALE: 1/Ti = 1-0' tOPOSED AT&T ANTENNAS Sor-ff- SECTOR A• A2 A- - A4 Bt C•2 U3 P.4 C1 C2 PROPOSED ANTENNA AND COAXIAL. CABLES REQUIREMENT ANTENNA TYPE ANTENNA AZIMUTH --:TK.TECEIHERUNE COAXIAL CABLE MECH. CION OTY LENGTH TYPE ANO CW.\GES EXIS�Ikc A`ITENNA. 25' EXISTING ANTENNA 25' N0 CHANCES EXISTING ANIFNNA 29 NO CHANGES EXISTING ANTENNA 29 NO CHANGES EXISTING ANTENNA 149 No CII ANDES EXISTING ANTENNA 145 NO CHANCES EXISTING AVTENNA 145' NO ct-A\GES EXISTING A'dTEN"A 149 NO CHANGES POWERWAVE P65 -15 -XLH -RR 265'0/0 �~ I$ 2/5 50' 2 215 AVA5-50 POWERWAVE P65 -15 -XLH -RR 265'- 0/0 2/5 50' 2 1 215 AVA5-50 GENERAL NOTLS 1. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUNDING KITS. FOLLOW MANVFACTVRER'S RECOMMENDATIONS. A_ GP.OU140ING AT THE ANTENNA LEVEL. B. GROUNDING Al MID LEVEL, WHEN TOWERS WHICH ARE OVER 200'. ADDITIONAL CABLE GROUNDING REOVIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 2. ALL PROPOSED GROUNDING BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUNDING BAR OOWNLEADS M NIMUM DISTANCE OF 4-0- BELOW GROUNDING BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 3. THE SUB CONTRACTORS SMALL BE RESPONSIBILE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION, MAKE AND SITE TYPEELS, PRIOR TO INSTALLATION. 4. ALL CONNECTIONS FOR MANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMENDATIONS. ANTENNA MOUNTING NOTES 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TLA-222 STANDARDS OR APPLICABLE LOCAL CODES. 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE W17H ASTM A123 -ZINC (HOT—DIP GALVANIZI COATINGS ON IRON AND STEEL PRODUCTS', UNLESS OTHERWISE NOTED. 3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SMALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 ZINC—COATING (HOT—DIP) ON IRON AND STEEL HARDWARE". UNLESS OTHERWISE NOTED. 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLO GALVANIZING IN ACCORDANCE WITH ASTM A760. 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS. DOUBLE NUTS AND SHALL BE TOROUED TO MANUFACTURER'S RECOMMENDATIONS., 6. ANTENNA SUBCONTRACTOR SHALL ENSURE ALL ANTENNA MOUNTING PIPES ARE PLUMB AND LEVEL. 7. MULTI PORT ANTENNAS: TERMINATE UNUSED ANTENNA PORTS WITH CONNECTOR CAP & WEATHERPROOF THOROUGHLY. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. 8. SUBCONTRACTOR SWILL RECORD THE SERIAL /, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE DOCUMENTATION TO AT&T. 9. LINES 1 & 2 TO HAVE TMA'S MOUNTED ON PIPE BELOW ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE PREFERABLY IN A 8' 4' 0 VERTICAL POSITION. 8' 18' • 10. SUB CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATI01. AND GROUNDING. 4 t & t 188 'NVERNESS DIRK WEST SUITE 400 ENGLEWOOD, CO 80112 SLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458-2000 PROJECT NO: 163314 DRAWN BY: JGK CHECKED BY; WES 0 11/I2/10 ISSUED FOR PERMS - REV DATE DESCRIPTION �o�*oe wHi r ! P//E-42908 ! f/--Zz : � 04NA� E�G� 11 IS A VIOLATION OF LAW FUR ANY PERSON. UNLESS THEY ARE ACTIND UNDER THE 0(RECT)DN Of, UCENSED PROFESSIOW ENCaNE£R, TO ALTER THIS DOCUME'M, 38TH AND KIPLING DN1062 - COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE SITE ELEVATION SHEET NUMBER C-2 COAXIAL ANTENNA CABLE NOTES I. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, SUBCONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. IL 2. SUB CONTRACTOR SHALL VERIFY THE DOWN—TILT OF EACH ANTENNA WITH A DIGITAL LEVEL 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION, REFER TO ANTENNA SYSTEM LABELING STANDARD' Tp,0 q ND -00027 REFER TO THE LATEST VERSION. Mir ,r11100 f 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/T' DIA. LOF AND SHALL NOT EXCEED 6'-(T. w to 5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE. IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0' OC. �~ I$ 6. CONTRACTOR MUST FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES. CONNECTORS, ANTENNAS. ANO ALL OTHER EQUIPMENT. 7. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS ANTENNA MOUNTING NOTES 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TLA-222 STANDARDS OR APPLICABLE LOCAL CODES. 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE W17H ASTM A123 -ZINC (HOT—DIP GALVANIZI COATINGS ON IRON AND STEEL PRODUCTS', UNLESS OTHERWISE NOTED. 3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SMALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 ZINC—COATING (HOT—DIP) ON IRON AND STEEL HARDWARE". UNLESS OTHERWISE NOTED. 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLO GALVANIZING IN ACCORDANCE WITH ASTM A760. 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS. DOUBLE NUTS AND SHALL BE TOROUED TO MANUFACTURER'S RECOMMENDATIONS., 6. ANTENNA SUBCONTRACTOR SHALL ENSURE ALL ANTENNA MOUNTING PIPES ARE PLUMB AND LEVEL. 7. MULTI PORT ANTENNAS: TERMINATE UNUSED ANTENNA PORTS WITH CONNECTOR CAP & WEATHERPROOF THOROUGHLY. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. 8. SUBCONTRACTOR SWILL RECORD THE SERIAL /, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE DOCUMENTATION TO AT&T. 9. LINES 1 & 2 TO HAVE TMA'S MOUNTED ON PIPE BELOW ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE PREFERABLY IN A 8' 4' 0 VERTICAL POSITION. 8' 18' • 10. SUB CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATI01. AND GROUNDING. 4 t & t 188 'NVERNESS DIRK WEST SUITE 400 ENGLEWOOD, CO 80112 SLACK & VEATCH 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458-2000 PROJECT NO: 163314 DRAWN BY: JGK CHECKED BY; WES 0 11/I2/10 ISSUED FOR PERMS - REV DATE DESCRIPTION �o�*oe wHi r ! P//E-42908 ! f/--Zz : � 04NA� E�G� 11 IS A VIOLATION OF LAW FUR ANY PERSON. UNLESS THEY ARE ACTIND UNDER THE 0(RECT)DN Of, UCENSED PROFESSIOW ENCaNE£R, TO ALTER THIS DOCUME'M, 38TH AND KIPLING DN1062 - COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE SITE ELEVATION SHEET NUMBER C-2 TO NEXT SECTOR 7065- AISG CABLE - kElEL( 0 - 7065.05 /ISL' CABLE POWERWAVE TO NEXT 850 1900 SECTOR T RET FEED •- ---- 7085.05 AISG CABLE I "' 7085.Rx AISG CABLE TWA T719-OGBPIII-001 F ATCHPLATE 1900 / 8501900 / 850 DIPL.EXER OIPLEXER 11007-DBPXOC CM1007-DBPXBC -003 --003 850 1900 1 L_ 850 1900 1 UMTS 850/1900 CABINET (1C + 2C) 140TTE I. FOR OOTT01. JUMPERS (FROIJ THE MAN COPY. TO 114E 87S CON14ECIOR) LO:,,GER TW14 USE 7/O' COW;. FO!, 11671011 JUMPERS LESS THAN 15•-O" USE 1/2' 1.01`4 OR EQUIVALENT, 2. FABRICATE JUMPERS TO /SSURE T14AT 114E 9V CONNECTOR IS C-6" FROM 114E I LOOR ALLO•A9HG ENOUGH SLACK TO REKCH ALL BTS (OU46-^,O) CONNECTIO14S OF CABINET IS NOT IN PLACE. S. SUPPOED BY AT&T 04SIALLED BY CONTRACTOR. 4, SUPPLFU AND INSTALLED BY CONTRACTOR. 5. MOUNT F'OU IN FTF RACK. ASSURE THAT THE PREFABRICATED WRES SUPPUED WITH MAS TEE WILL REACIi THE DESIGNATED TERMINATION POINTS. 6. SUPPLY AI40 INSTALL XG AWG GROUND TO TELCO RACK FROM THE NA14 GROUNDING BUS, 7. SWEEPS SHALL BE WITH114 200 FOR EACH FACE. S. ANTENNA CONFIGURATION SHOWN ON DRAWING MAY NOT BE FINAL. CONTRACTOR SHALL OLITAIN FR4AL RIDS PRIOR TO CONSTRUCTION AND VERIFY ALL INFORMATION. at&t,- 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 Q BLACK & VEATCF! 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458-2000 PROJECT NO: 163313 DRAWN BY: JOK CHECKED BY: WEB O 1 11/12/10 1 ISSUED FOR PERUR REV I DATE I DEWRIPOOIN O�ppO L ICF . wH /f&N, ! PE -42908 ! w ••••� oNAt �N�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UN ESS THEY ARE ACTINO UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGNEER. J TO ALTER THS DOCUMENT 38TH AND KIPLING DN1062 - COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE GAMMA SECTOR CONFIGURATION - y SHEET NUMBER FBF -1 (SEE NOTE OUT; TH SHEL F.LPHA SECTGF_ UCIl; Sf'C101. (a.,U-..a. St:CTOf. FROM +24V DC OR -46V DC SUPPLY TO MCU 1-2/C 14 AWG RHH, RKW OR THHN-2 TYPE TC, IN RACK OR 2- f /C 14 AWG RHH, RHW OR THHN-2 EACH IN CONDUIT +24V DC OR -48V DC (SEE NOTE 4) 1. llillT OVIEPIAI RET CADLE RUN 10 LESS THIN, 400 F1. 2. ':Ui f ;M.l RE C !!;G COIAV CABLE 114 ACCORW "NCC WI11I LUJNU+'FCTIN ERS RECOMMENDATIONS. 3. USE 6 AWC STRANDED COPPER 114HN-2 GREEN INSULATED CROUNDINC C014DUCTOR UNLESS OTHERWISE NOTED. CONNECT THE PCU TO EY.ISTINv TELCO RACK GROUNDING BAN, C ROUTE CIRCUITS 114 CABLE TRAY OR EMT CONDUITS TO 1KE EXISTING 424VDC PDU OR -41M.' PCU PANELS. PROVIDE THE APPROPRIATE SIZE OF OVERCURRENT PR0ILVION AND FOLLOW THE TERMINATION PROCEDURES IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 5. TOWER MOUNT APPLICATION WILL DICTAT( THE LENGTH OF CABLE TO BE USED. 6. NSG CABLES PROVIDE CONTROL. AND PMTR TO ELECTRICAL DOWN TILT DRIVES ON THE ANTENNAS. 7. THE CABLES ARE FACTORY ASSEMBLED WITH ONE MALE AND ONE FEMALE CONNECTOR ON EACH ENO. SUPPORT EVERY 18- USING TIE WRAPS SUITABLE FOR OUTDOOR USE. INSTALL DRIP LOOPS AT EVERY LOCATION WHERE WATER MAY ACCUMULATE. 8. NO TESTING OF THE CABLE IS REQUIRED. 9. SEE DETAIL ON SECTOR CONFIGURATION SHEETS FOR NSG BIAS -T PLACEMENT. 10. DURING INSTALLATION, RECORD THE FOLLOWING INFORMATION FOR USE DURING THE COMMISSIONING PHASE. RET ACTUATOR/MOTOR SERU.L NUMBEC ANTENNA SERIAL NUMBER LOCATIO14 (SECTOR IN WHICH THE A14TENNA WILL OPERATE) 11. ANTENNA CONFIGURATION IS SHOWN OVIGRAIANATICALIY ONLY AS A REPRESENTATION. 12. IF A JUNCTION BOX WILL NOT BE USED AT THE TOP OF THE RET SYSTEM, R IS RECOMMENDED THAT AN ADDITIONAL LIGHTNING PROTECTION UNIT BE INSTALLED AT THE TOWER TOP. 13 FOR RET CABLES 50 METERS OR LESS, THE NSG CABLE GROUNDING KR IS NOT REQUIRED AT THE SHELTER ENO. 14. USE THIS DRAWING FOR RET GRDUNDWO SPECIFICATIONS. SEE DRAWING G-1 FOR GENERAL REQUIREMENTS, I EXAMPLE BILL OF MATERIAL REM N C -S A ANTENNA (TYP)0 TOTAL QUANT TY C APPLICATION 1 RET, TWO PER U2 2 I 2 6 ANTENNA 2 DUAL BAND RET MOTOR TERMINATOR 0 SA 4 12 DUAL BAND 3A T- LIE 38 0.5 METER TYPICAL EACH ANTENNA FROM +24V DC OR -46V DC SUPPLY TO MCU 1-2/C 14 AWG RHH, RKW OR THHN-2 TYPE TC, IN RACK OR 2- f /C 14 AWG RHH, RHW OR THHN-2 EACH IN CONDUIT +24V DC OR -48V DC (SEE NOTE 4) 1. llillT OVIEPIAI RET CADLE RUN 10 LESS THIN, 400 F1. 2. ':Ui f ;M.l RE C !!;G COIAV CABLE 114 ACCORW "NCC WI11I LUJNU+'FCTIN ERS RECOMMENDATIONS. 3. USE 6 AWC STRANDED COPPER 114HN-2 GREEN INSULATED CROUNDINC C014DUCTOR UNLESS OTHERWISE NOTED. CONNECT THE PCU TO EY.ISTINv TELCO RACK GROUNDING BAN, C ROUTE CIRCUITS 114 CABLE TRAY OR EMT CONDUITS TO 1KE EXISTING 424VDC PDU OR -41M.' PCU PANELS. PROVIDE THE APPROPRIATE SIZE OF OVERCURRENT PR0ILVION AND FOLLOW THE TERMINATION PROCEDURES IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 5. TOWER MOUNT APPLICATION WILL DICTAT( THE LENGTH OF CABLE TO BE USED. 6. NSG CABLES PROVIDE CONTROL. AND PMTR TO ELECTRICAL DOWN TILT DRIVES ON THE ANTENNAS. 7. THE CABLES ARE FACTORY ASSEMBLED WITH ONE MALE AND ONE FEMALE CONNECTOR ON EACH ENO. SUPPORT EVERY 18- USING TIE WRAPS SUITABLE FOR OUTDOOR USE. INSTALL DRIP LOOPS AT EVERY LOCATION WHERE WATER MAY ACCUMULATE. 8. NO TESTING OF THE CABLE IS REQUIRED. 9. SEE DETAIL ON SECTOR CONFIGURATION SHEETS FOR NSG BIAS -T PLACEMENT. 10. DURING INSTALLATION, RECORD THE FOLLOWING INFORMATION FOR USE DURING THE COMMISSIONING PHASE. RET ACTUATOR/MOTOR SERU.L NUMBEC ANTENNA SERIAL NUMBER LOCATIO14 (SECTOR IN WHICH THE A14TENNA WILL OPERATE) 11. ANTENNA CONFIGURATION IS SHOWN OVIGRAIANATICALIY ONLY AS A REPRESENTATION. 12. IF A JUNCTION BOX WILL NOT BE USED AT THE TOP OF THE RET SYSTEM, R IS RECOMMENDED THAT AN ADDITIONAL LIGHTNING PROTECTION UNIT BE INSTALLED AT THE TOWER TOP. 13 FOR RET CABLES 50 METERS OR LESS, THE NSG CABLE GROUNDING KR IS NOT REQUIRED AT THE SHELTER ENO. 14. USE THIS DRAWING FOR RET GRDUNDWO SPECIFICATIONS. SEE DRAWING G-1 FOR GENERAL REQUIREMENTS, at &t 188 04VERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO ELD112 Q 10950 GRANDVIEW DRIVE OVERLAND PARK KANSAS 66210 (913) 468-2000 PROJECT NO: 163314 DRAWN BY: JGK CHECKED BY: WEB O 1 11/12/10 1 ISSUED FOR PERWIT REV I OATS I OtSCRIPTION �Qgo arc p�:•� WHIT •••.L�'F PE42908 �L�30go NAI. E40 N�� IT IS A VIOLATION Of LAW FOR ANY PERSON, UNLESS ]HEY ARE ACING UNDER THE DIRECTION OF A LICENSEE) PROFESSIONAL ENGINEER, TO ALTER THIS DOCU4ENT 38TH AND KIPLING DN1062 — COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE RET CONFIGURATION SHEET NUMBER RF -2 EXAMPLE BILL OF MATERIAL REM N ITEM DESCRIPTION A rSECTOR TOTAL QUANT TY C APPLICATION 1 DUAL BAND ANTENNA 2 2 2 6 DUAL BAND 2 DUAL BAND RET MOTOR 4 4 4 12 DUAL BAND 3A RET CABLE 2 2 1 5 DUAL BUND 38 RET CABLE 2 2 2 6 DUAL BAND 4 RET MOTOR TERMINATION AP 0 0 1 1 DUAL OR SINGLE BAND 5 t CK MOUNTED PCV +24V DC -48V DC 1 1 PER 24 M T R DUAL OR SINGLE BAND 6 MATCH EXISTING) 1 1 PER 24 R MOTORS DUAL OR SINGLE BAND 7 NET JUNCTION BOY, _ I (AS REO -C) DUAL OR SINGLE BAND 8 RET LIGHTNING PROTECTION UNIT - 1 (AS REO'D) REQUIRED 9 RET CABLE GROUNDING KIT - 1 (AS REO'D) REQUIRED 9h MIDPOINT GROUNDING EX REQUIRED WHEN PET CAB EXDS 200' - 1 (AS REO'D) REOIAREO at &t 188 04VERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO ELD112 Q 10950 GRANDVIEW DRIVE OVERLAND PARK KANSAS 66210 (913) 468-2000 PROJECT NO: 163314 DRAWN BY: JGK CHECKED BY: WEB O 1 11/12/10 1 ISSUED FOR PERWIT REV I OATS I OtSCRIPTION �Qgo arc p�:•� WHIT •••.L�'F PE42908 �L�30go NAI. E40 N�� IT IS A VIOLATION Of LAW FOR ANY PERSON, UNLESS ]HEY ARE ACING UNDER THE DIRECTION OF A LICENSEE) PROFESSIONAL ENGINEER, TO ALTER THIS DOCU4ENT 38TH AND KIPLING DN1062 — COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE RET CONFIGURATION SHEET NUMBER RF -2 m BETA, B. OR Y RF CABLES 81 THRU B10 AS REO'D ANTENNA SECTOR & :ABLE DEFINITION ND SCALE GSM & TDM -A- LINE TAG NO SCALE CABLE PORT DIAGRAM SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE HEIGHT _ CABLE HEIGHT _ CABLE HEIGHT — CABLE HEIGHT RX R% RX RX TX T% TX TX SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE HEIGHT _ CABLE HEIGHT , CABLE HEIGHT _ CABLE HEIGHT RX R% ®RxR%TX T% TX SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE HEIGHT _ CABLE HEIGHT CABLE HEIGHT —_ CABLE HEIGHT RX RX RX RX T% TX TX TX SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE HEIGHT _ CABLE HEIGHT _ CABLE HEIGHT — CABLE HEIGHT — RX RX FIX Rx T% TX r% TX f6 AWG COAT. GROUND KIT SECTOR GROUND BM COLLECTION GROIRdD BAR a� 41 / �I ROUTE TO THE NEXT E 2 S GROUNDING BAR OR CONTINUE DOWN TO THE GROUNDING RING ROUTE TO NEAREST GROUNDING BAR OUTSIDE SHELTER INSIDE SHELTER GAMMA, C. OR Z ALPHA, A. OR X RF CABLES RF CABLES Cl THRV CIO Al THRU AID AS REO'D AS REO'D AHi EN[AA WITH (1) SET OF 3/4` WIDE COLOR BANDS JUST PRIOR TO SECTION ENTERING THE BTS OR TRANSMITTER BUILDING. CI B1 BETA, B. OR Y RF CABLES 81 THRU B10 AS REO'D ANTENNA SECTOR & :ABLE DEFINITION ND SCALE GSM & TDM -A- LINE TAG NO SCALE CABLE PORT DIAGRAM SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE HEIGHT _ CABLE HEIGHT _ CABLE HEIGHT — CABLE HEIGHT RX R% RX RX TX T% TX TX SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE HEIGHT _ CABLE HEIGHT , CABLE HEIGHT _ CABLE HEIGHT RX R% ®RxR%TX T% TX SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE HEIGHT _ CABLE HEIGHT CABLE HEIGHT —_ CABLE HEIGHT RX RX RX RX T% TX TX TX SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE HEIGHT _ CABLE HEIGHT _ CABLE HEIGHT — CABLE HEIGHT — RX RX FIX Rx T% TX r% TX f6 AWG COAT. GROUND KIT SECTOR GROUND BM COLLECTION GROIRdD BAR a� 41 / �I ROUTE TO THE NEXT E 2 S GROUNDING BAR OR CONTINUE DOWN TO THE GROUNDING RING ROUTE TO NEAREST GROUNDING BAR OUTSIDE SHELTER INSIDE SHELTER TIM JUMPER CABLE WHERE REDID. GROUND KR (TVP) COAX (TYP) IF MAIN COAX LINE IS MORE THAN 200' GROUND AT THE MIDPOINT OF THE TOWER AND AS REO'D. BY SCOPE ('"'���'`ROUTE TO EXTERIOR ENTRY 1 'r-' PORT GROUNDING BAR ROUTE TO INTERIOR ENTRY PORT GROUNDING BAR SURGE ARRESTOR (TYP) (IF APPLICABLE) DIPLEXER AND/OR BLAS–T WHERE REO'D BOTTOM JUMPER CABLE (TYP) BTS EQUIPMENT 4. USING COLOR BANDS ON THE CABLES. MARK ALL RF CABLE BY SECTOR AND CABLE NUMBER AS SHMIN ON 'CABLE MARKING COLOR CONVENTION TABLE". 5. WHEN AN EXISTING COAXIAL LINE THAT IS INTENDED TO BE A SHARED UNE BETWEEN GSM/3G AND IS-136/TDMA IS ENCOUNTERED, THE SUBCONTRACTOR SHALL REMOVE THE EXISTING COLOR CODING SCHEME AND REPLACE It WITH THE COLOR CODING AND TAGGING STANDARD THAT IS OUTLINED IN THE CURRENT VERSION OF NO -00027. IN THE ABSENCE OF AN EXISTING COLOR COOING AND TAGGING SCHEME, OR WHEN INSTALLING PROPOSED COAXIAL CABLES, THIS GUIDELINE SHALL BE IMPLEMENTED AT THAT SITE REGARDLESS OF TECHNOLOGY. 6. ALL COLOR CODE TAPE SHALL BE 3M-35 AND SHAW -L BE INSTALLED USING A MINIMUM OF (3) THREE WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT SO AS TO AVOID UNRAVELING. 7. ALL COLOR BANDS INSTALLED AT THE TOP OF THE TOWER SHALL BE A MINIMUM OF S' WIDE, AND SHALL HAVE A MINIMUM OF 3/4- OF SPACE BETWEEN EACH COLOR. B. ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE ANOTHER FROM SIDE–TO–SIDE. 9. IF EXISTING CABLES AT THE SITE ALREADY HAVE A COLOR CODING SCHEME AND THEY ARE NOT INTENDED TO BE REUSED OR SHARED WITH THE CSM TECHNOLOGY, THE EXISTING COLOR CODING SCHEME SHALL REMAIN UNTOUCHED. CABLE MARKING TAGS WHEN USING THE ALTERNATIVE LABELING METHOD, EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL ID TAG MADE OF STAINLESS STEEL OR BRASS, THE TAG SHALL BE 1 1/2- IN DIAMETER WITH 1/4- STAMPED LETTERS AND NUMBERS INDICATING TRE SECTOR, ANTENNA POSITION, AND CABLE NUMBER, THE ID MARKNG LOCATIONS SHOULD BE AS PER "CABLE MARKING LOCATIONS TABLE". THE TAG SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE AT THE SAME LOCATION AS DEFINED ABOVE. THE TAG SHOULD BE LABELED AS SHOWN ON THE 'G5M AND TDMA LINE TAW DETAIL. ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING 1 nrATInNG TA141 P PICA nW. CABLE MARKING LOCATIONS TABLE t40TES LOCATIONS_. I. CABLE PORT DIAGRAM ONLY RLOUIRED FOR SHELLER SITES. TOP–JUMPER SHALL BE COLOR CODED WITH (1) SET OF 3' WIDE BANDS. 2.. SUBCONTP.ACTOR SHALL FILL OUT THE CABLF FORT DIAGP,AM UP014 COAX INSTALLATION. u..DLE EACH MAIN COAX, SHALL BE COLOR CODED WITH (1) SET Of PORT DIAGRAM WILL BE AFFIXED 10 THE INTERIOR SHELTER WALL NEAR THE CABLE ENTRY PORT WIDE BANDS NEAR THE TOP–JUMPER CONNECTION AND TO AID IN CABLE_ IDENTIFICATION. Tt1E CHART 15 INTENDED TO BE USED TO RECORD THE UNE WITH (1) SET OF 3/4` WIDE COLOR BANDS JUST PRIOR TO AND CORRESPONDING tJNTENNA POSITION ON THE TOWER AT THE TIME OF INSTALL471014. ENTERING THE BTS OR TRANSMITTER BUILDING. 3. ONE COMPLETED COPY PLUS (2) TWO BLANK COPIES Of 1HE CHART SHOULD BE POSTED IN THE -SECTOR SHELTER IN A PROIECTNE PLASTIC SLEEVE. ANTENNA OALL SET OF 3/4` WIDE BANDS ON EACH END OF THE BOTTOM 4. SWEEP TEST EACH JUMPER AND DOCUMENT TINE TEST IN ACCORDANCE Y47H 7HE PROJECT JUMPER. PROCEDURES. ALL DOTTOIJ JUMPERS SHALL BE COLOR CODED WITH (1) 5. USE THIS DRAWING FOR COAX CABLE GROUNDING SPECIFICATIONS, SEE DRAWING G-1 FOR Of 3/4- WIDE BANDS ON EACH ENO OF THE BOTTOM GENERAL REQUIREMENTS, TOP JUMPER CABLE (TYP) 6. INSTALL DRIP LOOPS AT EVERY LOCATION WHERE WATER MAY ACCUMULATE. COAX COLOR CODING & IDENTIFICATION NOTES 1. SECTOR ORIENTATION/AZIMUTH WILL VARY FROM REGION' TO REGION AND IS SITE SPECIFIC. REFER TO RF REPORT FOR EACH SITE TO DETERMINE THC ANTENNA LOCATION AI4D FUNCTION OF EACH TOWER SECTOR FACE. 2. THE ANTENNA SYSTEM COAX SHALL BE LABELED WITH VINYL TAPE EXCEPT IN LOCATIONS WHERE ENVIRONMENTAL CONDITIONS CAUSE PHYSICAL DAMAGE, THEN PHYSICAL. TAGS ARE REQUIRED. TMA WHERE 3. THE STNNDARD IS BASED ON EIGHT COLORED TAPES–RED, BLUE, GREEN, YELLOW, ORANGE, BROWN, REO'O WHITE. AND VIOLET. THESE TAPES MUST BE 3/4" WIDE & UV RESISTANT SUCH AS SCOTCH 35 V114YL ELECTRICAL COLOR CODING TAPE AND SHOULD BE READILY AVAILABLE TO THE ELECTRICIAN OR SUBCONTRACTOR ON SITE. TIM JUMPER CABLE WHERE REDID. GROUND KR (TVP) COAX (TYP) IF MAIN COAX LINE IS MORE THAN 200' GROUND AT THE MIDPOINT OF THE TOWER AND AS REO'D. BY SCOPE ('"'���'`ROUTE TO EXTERIOR ENTRY 1 'r-' PORT GROUNDING BAR ROUTE TO INTERIOR ENTRY PORT GROUNDING BAR SURGE ARRESTOR (TYP) (IF APPLICABLE) DIPLEXER AND/OR BLAS–T WHERE REO'D BOTTOM JUMPER CABLE (TYP) BTS EQUIPMENT 4. USING COLOR BANDS ON THE CABLES. MARK ALL RF CABLE BY SECTOR AND CABLE NUMBER AS SHMIN ON 'CABLE MARKING COLOR CONVENTION TABLE". 5. WHEN AN EXISTING COAXIAL LINE THAT IS INTENDED TO BE A SHARED UNE BETWEEN GSM/3G AND IS-136/TDMA IS ENCOUNTERED, THE SUBCONTRACTOR SHALL REMOVE THE EXISTING COLOR CODING SCHEME AND REPLACE It WITH THE COLOR CODING AND TAGGING STANDARD THAT IS OUTLINED IN THE CURRENT VERSION OF NO -00027. IN THE ABSENCE OF AN EXISTING COLOR COOING AND TAGGING SCHEME, OR WHEN INSTALLING PROPOSED COAXIAL CABLES, THIS GUIDELINE SHALL BE IMPLEMENTED AT THAT SITE REGARDLESS OF TECHNOLOGY. 6. ALL COLOR CODE TAPE SHALL BE 3M-35 AND SHAW -L BE INSTALLED USING A MINIMUM OF (3) THREE WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT SO AS TO AVOID UNRAVELING. 7. ALL COLOR BANDS INSTALLED AT THE TOP OF THE TOWER SHALL BE A MINIMUM OF S' WIDE, AND SHALL HAVE A MINIMUM OF 3/4- OF SPACE BETWEEN EACH COLOR. B. ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE ANOTHER FROM SIDE–TO–SIDE. 9. IF EXISTING CABLES AT THE SITE ALREADY HAVE A COLOR CODING SCHEME AND THEY ARE NOT INTENDED TO BE REUSED OR SHARED WITH THE CSM TECHNOLOGY, THE EXISTING COLOR CODING SCHEME SHALL REMAIN UNTOUCHED. CABLE MARKING TAGS WHEN USING THE ALTERNATIVE LABELING METHOD, EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL ID TAG MADE OF STAINLESS STEEL OR BRASS, THE TAG SHALL BE 1 1/2- IN DIAMETER WITH 1/4- STAMPED LETTERS AND NUMBERS INDICATING TRE SECTOR, ANTENNA POSITION, AND CABLE NUMBER, THE ID MARKNG LOCATIONS SHOULD BE AS PER "CABLE MARKING LOCATIONS TABLE". THE TAG SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE AT THE SAME LOCATION AS DEFINED ABOVE. THE TAG SHOULD BE LABELED AS SHOWN ON THE 'G5M AND TDMA LINE TAW DETAIL. ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING 1 nrATInNG TA141 P PICA nW. CABLE MARKING LOCATIONS TABLE NO LOCATIONS_. OEACH TOP–JUMPER SHALL BE COLOR CODED WITH (1) SET OF 3' WIDE BANDS. EACH MAIN COAX, SHALL BE COLOR CODED WITH (1) SET Of O3' WIDE BANDS NEAR THE TOP–JUMPER CONNECTION AND WITH (1) SET OF 3/4` WIDE COLOR BANDS JUST PRIOR TO ENTERING THE BTS OR TRANSMITTER BUILDING. 3 CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER. BOTTOM JUMPERS SHALL BE COLOR CODED WITH (1) OALL SET OF 3/4` WIDE BANDS ON EACH END OF THE BOTTOM JUMPER. ALL DOTTOIJ JUMPERS SHALL BE COLOR CODED WITH (1) OSET Of 3/4- WIDE BANDS ON EACH ENO OF THE BOTTOM JUMPER. CABLE MARKING LOCATIONS DIAGRAM NO SCALE III. 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD. CO 80112 BLACK & VEPATCH" 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSO,S 66210 (913) 458-2000 PROJECTNO: 163314 DRAWN BY: JGK CHECKED BY: WEB �%� 0. L / E?� N� PE -42908 -Ta • r �" Z(f30N AV ENS'\ R 15 A MOLAIK)N OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTINO UNDER THE DIRECTIOH OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 38TH AND KIPLING DN1062 - COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE COAX COLOR CODING SHEET NUMBER RF -3 NoncE_'1L((V) Beyond This Point you are entering a controlled area where RF emissions may excead the FCC General Population Exposure Limits. Follow all posted signs and siteguidelines for working in a RF emironment. Rcr a'Q'R I WARNING! ' DANGER DO NOT TOUCH TOWER! SERIOUS'RF"BURN HA7TARDl MAINTAIN AN ADEQUATE CLEARANCE BETP'EEN TOWER SUPPORTS AND GUY M9RES r.Vll'Nr. TUOrtI Nl. h1tTrY fK.�' A t! VTF fl'IIgAJ: }:t Il7p I10MI:Iti IYAkVpO Fwgn�� ravwlvnxr aATnxruT.ns VJOfR� I\II'N1. N. TN'1 tr1pV\T>til' c\trnl uulrsrraawxenaAuyFss. li4 �iw fOk N\'IMID)f1E\\IIdSUTT\ ALERTING SIGN NO SCALE CAUTION"' i Reyond latis Point you are entering it controlled area where RF emissions may exceed the 1•cC Occupational Exposure Limits. Obey all posted signs and site guidelines for wort:ing in a lU en koromi. F) \15 r:r.arcm I ALERLL SIGNS NO SCALE INFORMATION 1•r 1k.. r.�r Arq mrm.M d., d, p.,`d.lp tir„ATATN �M+.�p,brnir♦.m f..eo„M n.w.r,ei..,r.. UU.r.n.o,A•,.Na.' AI,,,rl mld�a INFORMACION �wMr wad+d.iro b]W.d..k...,.A.Ir�M ,� rF nMr ��,L�wsws�4]M AM��w.ra.i .p�v.m..,n61•nrr. L.,rYt �r,.4rn.�H,�+W+.w. PROPERTY OF AT&T AUTHORIZED PERSONNEL ONLY IN CASE OF EMERGENCENY. OR PRIOR TO PERFORMING MAINTENANCE ON THIS SITE. CALL 800-63B-2922 AND REFERENCE CELL SITE NUMBER INFO SIGN R5 NO SCALE at&t INFO SIGN #3 NO SCALE INFORMATION ACTIVE ANTENNAS ARE MOUNTED p m n¢a'Ivl, ,. yin n u]Aw (] N:anvnnsnu STAY BACK A MINIMUM OF 3 FEET FROM TH ESE ANTENNAS un.,d�wYt.•iMAwl ..ri.M.rin fkd fur,0.✓.nv.� aut ALERTING SIGN NO SCALE S T A Y D A C K 3 IF E E T F R 0 TVI A N T E N N A INFO SIGN !!1 INFO SIGN #2 INFO SIGN #4 W1 SCALE NO SCALE NO SCALE GENERAL SIGNAGE GUIDELINES Iwo SIGN #1 INFOSIGN #2 INFO SIGN 93 IWOSIGN #4 Striping 140TICESIGN CAUTION SIGN Structure Typo Towers entrance gates, At the. height of the hbnonolJLklnopirWhilonopah shaficr do:xs OR on clinbing side of the On backside of On the sbe of first climbing step, the outdoor Tower Antennas Antennas min. Oftalx,ve _�- cabinets ground entrance gates, At the height of the SCE Towers! TaA-ems Lvith high voltage shelter doors OR on clirrUng side of d f th On backside of On the sloe of first clirrlbin g step, the outdoor Tower Antennas Antennas min. Gift above ----_-- cabinets ground entrance gates, on the no ss Light Poles ! Flag Poles shefler doors OR on than3ft a bebv., the Antenna and no On backside of On ttx> side of the outdoor Antennas Antennas cabinets less than Sift above ground entrance gates, on the pole, no less than 3f below the If GP n -ax value of NPE at antenna level Unity Wood Fbles JPA (JPA) shelter doors OR on Antenna and no On backside of On the side of is: 0-99°,6: Notice sign over 99%: the outdoor less than 9tt above Antennas Antennas Caution sign at no less than aft below cabinets entrance gates, ground on the pole, no less antenna and 9ft above ground Notice or Caution sign at no less than Nicrocels mounted on non -JPA poles shelter doors OR on than 3ft below the Antenna and no On backside of On the side of Sift above ground: only If the exposure the outdoor Antennas Antennas exceeds 90% of the General Public cabinets Less than 9f above exposure at 5f1 above ground or at ground outside surface Of adjacent buildings Roof Tops At all access points to the roof X On Antennas X X X Concealed Antennas X X antennas mounted facing outside the building X X antennas on support structure X X Roofview Graph: Radiation area is w Rhin aft from antenna adjacent to each X antenna either Notice or Caution sign (based on _ diagonal, yellow Roofview results) at antennas/barrier Radiation area is beyond 3ft from antenna adjacent to each striping as to X antenna Roofview graph adjacent to Church Steeples Access to steeple antennas if On backside of On the side of sign Cautions n at the antennas are Antennas Antennas antennas concealed adjacent to Water Stations Access to ladder antennas if On backside of On the side of Caution sign beside antennas are Antennas Antennas Into sign 01,mn.91 concealed above ground Notes for Rooftop sites: 1. cher N ITICE or CAUTION signs need to be posted at each sector as close as possible to: the outer edge of the striped off area or the outer antennas of the Sector. 2. 9 Roofview shows: only blue = Notice Sign, blue and yellow = Caution Sign, only y0bw = Caution Sign to be installed 3. Should the required striping area interfere w ith any structures or equipment (A/C, vents, roof hatch, doors, other antennas, dishes, ell: ). please notify AT&T to nodif y the striping area, prior to starting the worn SIG- -AQL Q-VjDELINES CHART_ NJ SCAIE aft 188 114VERNESS DRIVE WEST SUITE 400 ENGLEWOOD. CO 80112 Q BLACK & VEATCFt 10950 GRANDVIEW DRIVE OVERLAND PARK. KANSAS 66210 (913) 458-2000 PROJECT NO: 183313 DRAWN BY: JGK CHECKED BY: WES u`_._l DATE FOR P[Run REV TE OESCRVT10N LICF� f PE -42908 3 F�s�aNAV R I$ A MOtAT10N OF LAW FOR ANY PERSON. Ot/LE5S THEY ARE ACTING UNDER THE DIRECTION Or A LICENSED PROFESSIONAL ENGINEER. 10 ALTER THIS DOCumpa. 38TH AND KIPLING DN1062 - COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE RF SIGNAGE DETAILS -�— SHEET NUMBER RF -4 ^ NFIY70I4 INSTRUMENT COMPANY, INC. LA( 1=pL CONDUCTOR TERMIIdA1 tQ 014 A14Y I! T BUTNER, N.C.GROUNDING BAR SHALL NAVE AP:- IQEN11CtCkT10 7AG— ___ GLTB IELr�L TACH ENQ 71 A.Z, 1;'I(J I�1)rj�jlrY Ir�SI(jfC1. EXOTHFRMIJ WELD (2) TWO, 2 AW(: WE TINNED SOLO COPPER CONDUCTORS TO GROUNDING W. I:J REOUIRCO PART NUMBF.k DLSCRIPHON .--QE,S-T I, kTIUI� ROUTL CONDiICYORS )0 BURIED (+ROUNDING RIIJG AND PR011DC PAR�ILCL EXOYEEP.MIC Y;CLD. --- -^--- -~-- - Sp:TD CROVNDVG � -'-" I rB_CTfuQj?5 ?. EC SHALL USE Pr RIIAN=NT LMKCR TO ORAWW THE LInCS GJI WEEN EACI; SECUON AND LABi.L EAC'If 1 1 3(L598 BAIL SEC:TIOIJ (P', -9. "tT, "F) WITH 1" F9GH LETTERS. (EC) CELL REFERENCE GROUNDING BAR (IF CO -LOCATED) . ___ _ 1/4x4r.7<— (CC) GE14CRATOR FRAMEWORK (IF AVAIABLC) (f2 AW(i) 3. ALL HARDWARE SHALL Bi' STAINLESS STEEL 3/0 NCH DIAMETER OR LARGER. ALL HARDWARE 16-6 20 WALL MOUNTING (EC) TELCO GROUNDING DAR STAINLESS STEEL INCLUDING LOLZ WASHERS, COAT ALL SURFACES WMTH AN NNTI-OY.IDAI0 2 - 39O96U BRACKET (EC) COLRdERCU,L POWCR COMMOTJ NEUTRAL./GROUNDING BOND (3/0) COMPOUND BEFORE MATING. -- - (EC) FIBER CROUM 114GRE BAR (I2 OU1)4. FOR GROUND BOND TO STEEL ONLY; INSERT A CADMIUM FLAT WASHER BETWEEN I.UG AND ITEf.L, 4 --jp1R-B 5j0" LOCKYdfSNCR (EC) POWER ER ROOM REFCREIJCE GROUIJDI(JG BAR (�2 AYICj COAT ALL SURFACES WTH AN ANTI -OXIDANT COMPOUND BEFORE MATING. _ Al&T) l:ECllflFft FRAMES 5. DO NOT INSTALL (/,OLE GROUNDING KIT AT A. BEND AND ALWAYS DIRECT GROUNDING CONDUCTOR ESeIIU�d "k" — suRGC kf3SORBER�_ DOWN 10 GROUND114C EUS. (SEE NOTE 2) ((C) INTERIOR GROUNDING RING (I2 AW'G) 6. NUT & WASHER SHALI. BE PLACED Olt THE FRONT SIDE OF THE GROUNDING BAR AIND BOLTED ON (CC) CXTERNAL EARTH GR(lUl{DIIJC FIELD (BURIED GROUNDING RING) (I2 AWG) THE BACK SIDE. (EC) METALLIC COLD WATER PIPE (IF AVAILABLE) (1/0 AWG) 7. SUPPLIED AND INSTALLED DY COt4TRA.CTOR. DOUBLE CPoMP 7 (EC) BUILDING STEEL (IF AVAILABLE) (1/0 AWG) 3/IS'txl 1/2'-- CONNECTION S/S NUT EXTERNAL IINTERIO(N 2 5�'S;jJ�Id "N" - NON-1� R 6TFn Rd :� GROUNDING k1NTOOTHEDG - d} COUIFu,�(dY fT111JT1 S/S LOCK CLEAR HEAT Y2" MIN CLEAR 1/4" MRN _ - 3 WASHER SHRINK NEAT 1 (EC) MISC NON -ISOLATED GROUIJDING 70NE -.-(----�� SHRINE; EQUIPMENT (AT&T) -ABI' POWER SUPPLY RETURN B/Ji; S/S AS FLATWASHER- \\ 10 Q N d "I"— g� TELA GROU A Qui' LABEL R� P (AT&T) ALL ISOLATED GROUND114G REFERENCE JJ.JJ11 fir+' (AT&T) GROUNDING WINDOW BAR TINNED COPPER � GROUNDING BAR ' (SEE NOTE 1) -��- S/S FIAT WASHER DO NOT "DO NOT DISCONNECT" 01SONRN6Ct TAG ON ALL GROUNDING S/S BOLT 0 OF 2) BAR RJTERCONNECTS AND EQUALIZERS 16 1116 MINIMUM SPACING UP AGAINSTCTOR THE CONNECTOR BARREL DETAIL A DETAIL B (MGB) REFERENCE GROUNQING BAR TWO HOLE LUG NO SCALE NO SCALE 70 LOW NOISE AMPLIFIER UNITS (LNA) (WHEN REQUIRED) AND REC IVC ANTENNA RX1/RX2 TIT RX1/RX2 COAX JUMPER REQUIRED PER I I I I MANUFACTURER RECOMMENDATION I I I I OR FOR EASE OF CONNECTION (TMP) r , r CONNECTOR WEATHERPROOFING I i 1 KIT (TYP) FROM LNA (WHEN REQUIRED) TO TRANSMIT ANTENNA x I 1 1 1 r -I STANDARD GROUNDING KIT (TYP) I (SEE NOTE 5) ANTENNA CABLE TO BTS (TYP) I6 AWG STRANDED COPPER CONDUCTOR WITH GREEN, 60OV, THWN-2 INSULATION GROUNDING 0 FZ.00R, OR 0 GROUNDING BAR, ANDREW PART UGBKIT-0424-T (TINNED). A LOCKBOX IS REOUIRED AT GRADE TASSCO PART 1351546. ANTENNA HEIGHT WILL DETERMINE NUMBER OF GROUNDING BARS AND THEIR LOCATION 12 AWG TINNED, SOLO COPPER CONDUCTOR EXOTHERMIC WELD TO GROUNDING BUS I4 OR 06 AWG STRANDED CU CONDUCTOR WITH GREEN, 60OV, THWN-2 INSULATION RMIC TO BE USED ILID BARE TINNED .�ING CONDUCTOR, EXOTHERMIGVWELD TO BURIED GROUNDING RING AND GROUNDING BAR DEJAIL DETAIL U INSTALLATION -OF GROUNDING ANjENNA G�RO� OIIv PARCON UCTOR TO GROUNDING BAR 140 SCALE PO R STM PpU F°�pLlEp (d COAX L10 ey 1 04"S 1 511 ,' SEE NOTE 6 R1 � ,,�(uw rR° 61.I 6 r�G�prE 1) y1 , SEE �LE NlldlOR $ I �y /Loijzy 0„DERp B L N') E lof TE coly 16ps Ny Om SORA GP5 (0 G SON°TO IN` OTM RS „nt1NiDNERS AUG°GIBy' 0 p6�PLIE S� DETAIL E DIPLEXER GROUNDING NO SCALE �01 ✓ � 188 INVERNESS DRNE WEST SUITE 400 ENGI EWOOD, CO 80112 BLACK & VEAITCH 10950 GRAND%IEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 456-2000 PROJECT NO: 163314 DRAWN BY: JGK CHECKED BY: WES mm _ Baa.°.�rcFy O�'�!a WN l Tt�'!4► � /PE -X42/908 = ��s�ONAI. ENG\ R 15 A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DCtECTON OF A MENSFD PROFESSIONAL EMONEER. TO ALTCR THIS DOCUMENT 38TH AND �Ul PLINGDN1062 — C062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-1 WEATHERPROOFING KII (SEC NOTE 3) ANTENNA. CABLE--\ CA3tl GROUNDING KN .----I 16 AWG STRANDED COPPER CONDUCTOR WITH GREEN, 60OV, THWN-2 INSULATIO14 GROUNDED TO GROUNDING EWi (SEE NOTES 1 & 2) I12" MIN. DETAIL A CONNECTION OF CABLE GROUNDING KIT TO ANTENNA CABLE NO SCALE INUO R _L OUTDOOR Ln� 1. NUMBER OF CROUNDINO RtRS MAY VARY DEPENDING ON Tilt' TYPE Of TOWER, hNTENNA LOCATION, ANO CONNECTION CIRICNEATION. PROVIDE A$ REOLIRE:D. ENTRY PORTS 12' MIN, ANTENNA CA _ /- NTYtJA C., , K7'. 1, ^•-\ - .` .BLEB (TTP) !!!//// ILI +PORTS 2. 00 140-1 INSTALL i'ABLE (MOUNDING KIT hl A. BGND A.NE, A' 15'AYS UIkECT CABLE GROUNDING KIT GROUN5114 CONOLI^TOR 0DWIN TO Ci*UNDIN'G BAR. (HIP) SEE OETaL P 3. GROUNDING KIT SHALL BE TYPE AND PART NUFBLA.S R SUPPLIED OR 1'•Ci THIS 0wG � O O 0 � RECOMMENDED W CABLE MANUFACTURER. �! - `0000 0 O/'1J O O /1VV ` 4. WEATHER PROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CAB;.E L.ANUFACTURFR, CONNECTED TO SURGE APRCS?OR �6 AW6 (ttP) 0 0 0 0 < 5. PROVIDE GROUNDING KIT 6' BEFOP.0 TUFQV TRANSITION FRO14 TOWER TO ICE - V `l BRIDGE r Q �O ��� G. 14HFN THC SCOPE Of WORK KOWRES 11IC A00I'1101' OF A GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR SHALL ODTAIN APPRO\AL FROM �---ANDREW (OR EQUAL) MULTIPLE TWO HOLE CONNCCIORS THE TOWER OW14ER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. �f2 AWG SOLID WE ENTRANCE WALL. FEED FEED THRV T94NED COPPER OR 7. EXTEND TWO (Z) /2 AWG TINNED CU CONDUCTOR FROIA BURICD GROUNDING ASSEMBLY tt STRANDED GP,EEN RING AND CONNECT TO THE PROPOSED TOWER. FOLLOW MANUFACTURERS INSULATION (HYP) RECOMMENDA11ONS [OR GROUNDING CON14F.CTIONIS TO THE TOWER. (APPLICABLE LUG CLOSURE PLATE TO NEVI TOB'ER6 ONLY.) TO GROUNDING BAR �1/4");4'x20' COPPER B. AWN GROUNDING CONDUCTORS: SHALL BE ROUTED ANO GONDED 10 ALL � C,l GP.OUNDIN, BAR EFFICTIVE GROUNDING PATHS IN A.CCOROANCE WITH AT&T MOBILITY GROJNDINC AWG SOLID TINNED BCW (TMP) SYSTEM SHALL BEIBONDFO (2-SPLACES)NTO ALLEXISTING GROUNDING ING TO SYSTEMS. TO GROUNDING RING TO GROUNDING RING INCLUDING BUT NOT UINTED TO BUILDING STEEL- STRUCTURE, LIGHTNING PROTECTION SYSTEMS, BUILDING MAIN GROUNDINIG SYSTEM AND/OR MAIN GROUNDING W. ANDREW PART / WATER SUPPLY It APPLICABLE. UGBKR-0424-1 (TINNED) A LOCKBOX IS REQUIRED AT EACH ENTRY 'HTO SHELTER TASSCO PART f 351546. C2 AZIMUTH 265• I GAMMA SECTOR C C1 �1 AZIMUTH 26Y Ii DETAIL B HATCHPLATE GROUNDING BAR & FEED THRU WALL ASSEMBLY NO SCALE COMPRESSION CONNECTION (TYP) (2) PROPOSED TMA'S /2 AWG BARE TNNED COPPER (BTC) MINIMUM (n'P) PROPOSED AT&T CABLE TRAY TO MATCH EXISTING SEE NOTE 8 flsT,•c BIrLrn�: (2) PROPOSED AT&T ANTENNAS ON PIPE MOUNTS ATTACHED TO BUILDING FACADE TAIL D ANTENNA [ CABLE TRAY GROUNDING PLAN NO SCALE CALSLC C TRAf6ti -� CASA AY u EXISTING GROUXD�NC C ZLES DETAIL HATCH PLATE GROUNDING AT SHELTER NO SCALE a M 188 INVERNESS DRIVE WEST SUITE 400 ENGtrWOOD, CO 80112 f , G C�: & VEATCH 10950 GRANUwEV DRIVE OVERLAND PARK, KANSAS 66210 (913) 458-2000 PROJECT N0: 153314 DRAWN BY: JGK CHECKED BY: WEB 0 1/12/I0 asuco FORTO o{rturt R� EIPTIOY CANE DESCRR 38TH AND KIPLING ON1062 — COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE GROUNDING DETAILS SHEET NUMBER �iOLRAL CONS i R-u.Q!Q N zT 1. FOR THE PURPOSE OF CONSTRUCTION DRNYINGS, THE FOLLOWING DEFINITIONS SHALL A°PLY: GENERA'_ CONTRACTOR - OVERIAND CONTRACTING 1!:G". (BC:V) SUBCONTRACTOR - CONTRACT( -P. (CONSTRUCTION) OWNER - AT&J 2. ALL SITE WORK SHALL BE COMPLETED AS INDICI.IED ON THE DRAWINGS AIND AT&T PROJECT SPECIFICATIONS. 3. GENERAL AND SUBCONTRACTOR SHALL VISIT THE SITE ANO SHALL FAMILIARIZE HIMSELF WITH ALL. CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILURI'LING HIMSELF WITH ALL CONTR47 DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK WAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO TRE ATTENTION OF THE ENGINEER PRIOR TO TRE COMMENCEMENT OF T':ORK. A. ALI. MATERIAJ_S FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE PATH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GE14ERAL CONTRACTOR SHALL ISSUE ALI. AFPROPRIATE NOTICES AND COMPLY WITH ALL LAWS. ORDINANCES. RULES, REGULATIONS. AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK,. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL ANO UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES. ORDINANCES, AND APPLICABLE REGULATIONS. G. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES. AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE. DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE GLANS ARE INTENDED TO DE A OIAGRAMMATI,^. OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EOUIPMENT IS THE MIN. REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETALS ARE INTENDED TO SHOWN DESIGN INTENT. SITE TYPEIFICATIO14S MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH SITE TYPEIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. B. THE SUBCONTRACTOR SHALL INSTALL ALL COVIPMEN7 AND MATERIALS LIN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EOUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING, 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION, 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION, SUBCONTRACTOR SHALL KEEP AREA CLEAN. HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. SUBCONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT OEVNTE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15. SUBCONTRACTOR SHALL PROVIDE WRR7EN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS. PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES, ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18, GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE SITE ANO/OR BUILDING, 19, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRAC70R SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PIANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER. GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES. AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE. C) ELECTRICAL SAFETY, AND D) TRENCHING k EXCAVATION. 23, ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED. PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES, 24. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER. EOUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REOUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEOI6AE14T CONTROL. 26, NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING, FROZEN MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADL SHALL BE BROUGHT 10 A SMOOTH UNIFORLK GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AJJO STRUCTURES AM 80 PERCENT STANDARD PROCTOR, IN OPEN SPACE. ALL TRENCHES IN PUBLIC RICHT OF WAY SHALL GE BACKFILLED WITH FLOWABI.E FILL OR OTHER MATERIAL PRE'--APPROVLD BY THE LOCAL JURISOICT ION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSCD OF LIN A LAWFUL MANNER. 29. ALL BROCHURCS, OPERATING, AND MAINTENANCE MANUALS. C.4TAI OGS, SHOP DRAWINGS, AIND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR Al COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FIW,L PAYMENT. 31. SUBCONTRACTOR SHALL LEAVE PREKUSES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REOUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUTAMN HABITAT. (140 HANDICAP ACCESS RECUIRED). 33. OCCUPANCY IS UNITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMCS PER MONTH, DY AT&T TECHN!CIAN;,:. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTaNERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS TIRELESS SITES" AND -TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A C014FLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAY.IINGS SHALL GOVERN, 36. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF SUBCONTRACTOR CAN NOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. SUBC014TRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A. DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION, 39. NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING IF REOVIRED, WILL MEET FAA STANDARDS AND REOUIREMEN7S. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 41. NO NOISE, SMOKE, DUST, ODOR, OR VIBRATIONS WILL RESULT FROM THIS FACILITY. 42. NO ADDITIONAL PARKING TO BE PROPOSED. EXISTING ACCESS AND PARKING TO REMAIN. 43. NO LANDSCAPING IS PROPOSED AT THIS SITE. at&t 166 114VERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 n BLACK & VcATCH 10850 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458-2000 PROJECT NO: 163314 DRAWN BY: JCK CHECKED BY: WEB 0 1 11/12/10 1 IMED FOR PERMIT REV HATE DESCRIPTION p,DO..L ICF pK �.I.tr. /Y -1 " PE -42908 ��s!�NAL ENG\ IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A. LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUWNI. 38TH AND KIPLING DN1062 - COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADO SHEET TITLE GENERAL CONSTRUCTION MOTES SHCCE*T NUMBER--- `L� N-1 EhRT__L.-_GE bE6/.5L t.t 6CNERAL C01011(INS: /,. CONI RA.CT fS A_L IRaPECT THE EXISTINGTI NG SITE CONDITIONS PRIOR DID. . kNY QUESTIONS ARISING DURING THE BIO PERIOD IN REGARDS TO THE SUBCONTRACTORS FUNCTIONS, THE SCOPE O' WORK, OR ANY OTIIER ISSUE REU-.TED 10 THIS PROJECT SHALL BE BROUGHT UP DURING THE IT'D PERIOD WITI: THE PROJECT MANAGER FOP CLARIFICATION. NOT Af1Ek THE CONTRACT HAS BEEN AWARDED. B. TI4E SUBCONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES RCOUIRCD FOR THE CONSTRUCTION PERFORMANCE FOR THF WORK. UNDER THIS SECTIO(:. C. DRAWINGS SHOW TF6: GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER THIS SECTION, THE SUBCONTRACTOR SHALI. VERIFY ALL DIMENSIONS. DRAWING SHALT. NOT BE SCALED TO DETERMINE DIMENSIONS. 1.2 LAWS, REGULATIONS, ORDINANCES, STATUTES A140 CODES. A. ALL WORK. SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES. STATUTES A14D CODES. CONDUIT BENDS SHALL. BE THE RADIUS SEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC. 1.3 REFERENCES: It. THE PUBUCATIO14S LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUB.ICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE. THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS SECTOR ADDIFIED BY THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WO.. INCLUDED 114 THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS. 1. A145VIEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) 2. ASTM (AMERICAN SOCIETY FOR TESTING A14D MATERIALS) 3. ICE (INSULATED CABLE ENGINEERS ASSOCIATION) 4. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 5. NFPA NATIONAL FIRE PROTECTION ASSOCIATION) 6. OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL UNDERL'NRHERS LABORATORIES. INC.) B. AT& MOBILITY GROUNDING STANDARD ND-DU071 1.4 SCOPE OF WORK: A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND SE OPERATIONAL. B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ALIGNED BY THE SUBCONTRACTOR C. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING. TRENCHES, BACKFILLING. AND REMOVAL OF EXCESS DIRT. 0. THE SUBCONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION, E. THE SUBCONIRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS, DOCUMENT ALL WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT. PART 2 - PRODUCTS 2.1 GENERAL: A. ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED. NEW, AND FREE FROM DEFECTS. B. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS SUITABLE FOR THE USE INTENDED. C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL. AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING EQUAL TO OR GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED. 10,000 AC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT. 2.2 MATERIALS AND EQUIPMENT: A. CONDUIT: 1. RIGID METAL CONDUIT (RMC) SHALL BE HOT -DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS AND ENAMELED OR LACQUERED INSIDE IN ADDITION TO GALVANIZING. 2. LIOVIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. 3, CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS. 4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PJC. INSTALL USING SOLVENT -CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. B. CONDUCTORS AND CABLE: I. CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE 7HHN/THWN-2. 600 VOLT, SIZE AS INDICATED, 12 AWG SHALL BE THE MINIMUM SIZE CONDUCTOR USED, 2. 10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND 8 AWC AND URGER CONDUCTORS SHALL BE STRANDED. 3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. 4, STRAIN -RELIEF SUPPORTS GRIPS S14ALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS. 5. ALL CONDUCTORS SHALL BE TAGGED AT BOTH E140S OF THE CONDUCTOR, AT ALL PULL BOXES. J -BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT. BRADY, OR APPROVED EQUAL). C. DISCONNECT SWITCHES: 1. DISCONNECT SWITCILCS SIIALL OE HEAVY DUTY. DEAD -FRONT, QUICK -MAKE, QUICK -BREAK, EXTERNALLY OPERABLE. HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED FURNISHED IN NEMA 3R ENCLOSURE, SQUARE -D OR APPROVED EQUAL. D. CHEMICAL CLECTROLYFI(: GROUNDING SYSII,M: 1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SMALL DF ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A. MINIMUM 2 AWG CU EXOTHERMJLLY WELDED PIGTAIL, PROTECINC BOXES, AND BACKFILL MIJERIAL. MANUFACTURER SHALL BE LYNCOL.E KIT GROUNDING ROD TYPES K2-(•)(' OR K2L-(-)CS (A) LENGTH AS REQUIRED. 2. GROUND ASCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON-TR4FFI:: APPLICADOI:S, INCLUDIJIG BOLT DOWN FL!ISH COVER WITH "BREATHER" HOLES, KIT SECTOR ADDEL #'XB -22 ALL DISCONNECT SWITCHES AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCII CIRCUITS ID NUTADERLNG, A14D THE FLECIMCAL POWER SOURCE. BACKFILL MAIERIAL SHALL BE LYNCONITC AND LYNCOLE GROUNDING GRfWEL. SYSTEI! GROUNDING: 1. ALL GROUNDING COMPONENTS SHALL. BE TINNED AND GROUNDING CONDUCTOR SHALL BE 2 AWG DATE. SOLID, TINNED, COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED. 2. GROUNDING BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION, STANDARD BUS BARS MGD, SHALL BE FURNISHED AND 114STALLED B'Y THE SUDCONTRACTOR. THEY SHALL NOT BE FA13MCATED OR SECTOR ADDIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4" LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE. 3. CONNECTORS S14AI I BE HIGH -CONDUCTIVITY, HEAVY DUTY, 41STEO AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE TWO -HOLE COMPRESSION LUGS WITH HEAT SHRINK, FOR MECHANICAL CONNECTIONS. 4. EXOTHERMIC Y'ELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS A14D OTHER ITEMS TO BE CONNECTED. 5. GROUI4D RODS SHALL BE COPPER -CLAD STEEL WITH HIGH-STRENGTH STEEL CORE AND ELECTROLYTIC -GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, 5/8"K70'-0". ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JV14CTION BOXES, PULLBOXES. DISCONNECT SWITCHES, STARTERS, AND EQUIPMCNT CABINETS. F. OTHER MATERIALS: 1, THE SUBCONTRACTOR SHALL PROVIDE OTHER MATERIALS. THOUGH N01 SPECIFICALLY DESCRIBED. WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 2. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS: 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. PART 3 -EJLS�IST 2N 3.1 GENERAL: A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER, AND AGAINST CHEMICAL OR MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS. 3.2 LA60R AND WORKMANSHIP: A ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN -LIKE MANNER. B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED AND TESTED BY THE SUBCONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED PERFORMANCE. C. UPON COMPLETION OF WORK, THE SUBCONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 3.3 COORDINATION: A. THE SUBCONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE OWNER -FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3.4 INSTALLATION: A. CONDUIT: 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 1/2 INCH TRADE SIZE. 2. PROVIDE RMC CONDUIT FOR ALL EXPOSED EXTERIOR CONDUIT UNLESS OTHERWISE NOTED, 3. THE INSTALLATION OF SCHEDULE 40 PVC RMC CONDUITS SHALL BE 24 1 NCH ES MINIMUMTTM. ALL LL 90 DEGREE BENDS SHALL BE RMC. EXPANSION JOINTS ARE REQUIRED ON ALL CONDOR RISERS. 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT NTH MOVEMENT, VIBRATION, OR FOR EASE OF MANTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION. 5, A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL_ NOT CONTAIN MORE THAN THE EQUIVALENT OF THREE QUARTER -BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED. 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE. 7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS. S. SUBCONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. SUBCONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. 10. INSTALL PULL STRINGS III ALL CLEAN EMPTY CONDUITS. IDENTILY PULL STRINGS AT EACH END. 11. INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TME 12" ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS. 12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TP.APPED CONDENSATION. 13. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE SIRUCTURAL MEMBERS. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EfFECTNELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND FUTAES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. E. CONDUCTORS NSD CABLE: 1. ALL POWER WIRING SMALL DE COLOR CODED AS FOLLOWS: ESS�.2r PHASE A OLACI: PHASE E' RED PHASE C BLUE NEUTRAL WHITE GROUNDING GREEN 2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE (=EV.'A)' CONDULETS APPROVED FOR THIS PURPOSE, 3. PULLING LUBRICANTS SHALL BE UL APPROVED. SUBCONIRAC70FC SHALL USE NYLON OR HEF%F ROPE FOR PULLING CONDUCTOR OR CABLES INTO THE CONDUIT. 4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING. AND BE OF SUFFICIENT LENGTH IN ALL BOXES & EQUIPMENT TO PERMIT )!A ,INC A 14EAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID TCNS1014 ON CONDUCTORS OR TERMINALS. CONDUCTORS $HALL BE PROTECTED FROM MECHANICAL INJURY AND (MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS ARE PROK181TED. DAMAGED CABLES SMALL BE REMOVED AND REPLACED AT 1HE SUBCONTRACTOR'S EXPENSE. C. DISCO14NECT SWITCHES: 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB, CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS INDICATED. D. GROUNDING: 1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT WRY CURRENT SHALL BE GROUNDED IN ACCORDA14CE HTTH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T MOBILITY GROUNDING STANDARD ND -00071, ND -00135, AND THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED VT'K ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING JUMPCRS AND ADDITIONAL ACCESSORIES AS REOUIRED FOR A COMPLETE INSTALLATION. 3 ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL SEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 4. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE SUBCONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS. LIGHTNI140 PROTECTION SYSTEM, AND BUILDING MAID WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). 5, TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REOUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. 6. SUBCONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE -IN -POINTS TO THE EXISTING GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS 7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALED, 8, APPLY CORROSION -RESISTANCE FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS 14AVE BEEN DESTROYED. USE KOPR-SHIELD ANTI -OXIDATION COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS. 9. A SEPARATE. CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED N ALL FEEDER AND BRANCH CIRCUITS. 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 6 AWG GROUNDING CONDUCTOR TO A GROUND BUS. 11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF J6" MINIMUM BELOW GRADE, OR Mi BELOW THE FROST LINE, USE THE GREATER OF THE TWO DISTANCES. 12. ALL GROUNDING CONDUCTORS EMBEOOED IN OR PENETRATING CONCRETE SHALL BE NSTALLEO IN SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURERS NSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH WITH GRADE.RN 14 D E GROUND RODS UNTIL TOPS AREA MINIMUM DISTANCE OF 35 DEPTH OR 6" BELOW FROST UNE, USING THE GREATER OF RITE TWO DISTANCES. 15. IF COAX ON THE ICE BRIDGE 15 MORE THAN G FT, FROM THE GROUNDING BAR AT THE BASE OF THE TOWER, A SECOND GROUNDING BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE, 10 GROUND THE COAX CABLE GROUNDING KITS AND IN-LINE ARRESTERS. 16. SUBCONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE SUBCONTRACTORS EXPENSE. 3.5 ACCEPTANCE TESTING: A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PREFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST REPORTS UPON COMPLETION. 8, WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED RFOUIREMFNTS, THE NONCOMPLYING ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR ANON-COMPLLANCE. C. TEST PROCEDURES: I. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING t000V DC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST LISTED TO SUBCONTRACTOR. 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CONNECTIONS. 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES 4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING THE IEEE STANDARD 3 -POINT 'FALL -OF -POTENTIAL' METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH. NOlIF'Y THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS. 188 NVERNESS DRIVE VNEST SUITE 400 EN4GLEWOOD. CO 60112 BLACK & VEATCH 10950 GRANDVIEW DRIVE OVERUJND PARK. KANSAS 66210 (913) 458-2000 PROJECT NO: 163314 DRAWN BY: JGY, CHECKED BY: WEB 0 11/12/10 1 ISSUED FOR PERWT RLV DATE OESCRIPTION L re; RN V oCC" V NAL I IS A VIOLATION OF LAW FOR ANY PTRSDN, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. 70 ALTER THIS DOCUMENT. 38TH AND KIPLING DN1062 - COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE GENERAL ELECTRICAL NOTES SHEET NUMBER GN -2 S 5 ZZ ao 10 _. - L4- Il r r� . t WE 9 I m W a W .. J W N � Consulting Civil and Water Resources Engineering LLC RAMSAY M. MCDERMID, P.E. 9420 West Tennessee Avenue Lakewood, Colorado 80226 -4105 Mobile (303) 903 -6698 Phone (303) 72S -1580 Fax(303)729-1577 medermidQeomeast.net August 12, 2010 Mr. Tim Paranto, P.E. Director of Public Works City of Wheat Ridge 7500 West 29 Avenue Wheat Ridge, Colorado 80033 Dear Mr, Paranto: Subject: Letter Report — Analysis of the Clear Creek 100 -year Floodplain with respect to the Property at 4152 King Street This is a letter report describing hydraulic engineering services to investigate flooding conditions on the property located at 4152 Kipling Street, Wheat Ridge, Colorado. The study was authorized by Mr. Barton Buetow, the property owner. The property comprises about five acres and is located adjacent to Lena Gulch on the west and Clear Creek on the north. A continuous levee separates the property from Lena Gulch on the east side and from Clear Creek on the westerly portion of the north boundary. A row of single family homes back up to the south boundary. The entire property, with the exception of the levee, is within the 100 -year floodplain. The location of the property and the floodplain boundary are shown on Attachment 1 - Clear Creek Flood Hazard Area Delineation (FHAD), April 2007, Sheet 15. The owner wishes to remove a portion of the property from the 100 -year floodplain by filling to create building pads. The fill would extend to an elevation of one foot above the 100 year flood water surface elevation as shown on the FHAD. Constraints With respect to the 100 year floodplain, there are two constraints. The first is that no fill is allowed in the floodway. The second is that no rise in the water surface elevation caused by fill placement is allowed, unless it can be mitigated. Hydraulic Conditions The Flood Hazard Area Delineation map (Sheet 15) dated April, 2007 prepared by Icon Engineering was reviewed. The map shows the limits of the 100 -year floodplain, the topography and structures, and 100 -year flood water surface elevations at cross sections along Clear Creek. A copy of the map is included with this letter as Attachment 1. The floodway boundary was computed as part of the report "Flood Hazard Area Delineation — Clear Creek ", ICON Engineering, April, 2007. The City of Wheat Ridge prepared a map titled Mr. Barton Buetow August 12, 2010 Page 2 "Clear Creek F000dway, Wheat Ridge, Colorado" The floodway boundary based on the City map was added to Attachment 1 - Clear Creek Flood Hazard Area Delineation (FHAD), April 2007, Sheet 15. The floodway encompasses much of the east part of the property; however the west part of the property is out of the floodway. The HEC RAS water surface profile computer model was used to compute hydraulic conditions for the 100 year flood in Clear Creek. A copy of the model data was obtained from the Urban Drainage & Flood Control District. The model results in the vicinity of the Buetow property are shown in cross sections 54782, 54438, and 54150 included as Attachment 2 to this letter report. As shown by the cross - hatched area on the cross sections, the portion of Mr. Buetow's property located to the south of the levee is modeled as "ineffective flow area ". Ineffective flow areas may experience flooding; however the water is not flowing and does not contribute to the conveyance of Clear Creek. Results As shown on Cross Sections54782, 54438, and 54150, the proposed fill on the Buetow property is located in the crosshatched area representing ineffective flow. Although the land could be inundated in a 100 -year flood event, the water would be backwater entering the property from downstream. The ineffective flow areas do not contribute to the conveyance of Clear Creek, and removal of these areas from the floodplain through fill will have no impact on water surface elevations in Clear Creek. Recommendation Based on the conditions described above, I recommend that, upon completion of the application, a Class I Special Exception Permit be issued for the portion of the Buetow property located within the ineffective flow area. Please call at 303.903.6698 or email at medermid@comeast net with any questions. Sincerely; Consulting Civil and Water Resources Engineering LLC Ramsay M. McDermid, P.E. Principal Engineer Colorado P.E. Number 12672 attachments: I Clear Creek Flood Hazard Area Deacation (FHAD), April 2007, Sheet 15. 2 Cross sections 54782,54438, and 54150 ATTACHMENT I MATCHLI N , SEE LEFT FLOODPLAIN FLOODING NE \ YEAR � o 100 YE HALLOW `t ,I(, I 1 r L s' BO UNDARY J:( DEPTH) -- I SHALLOW FLOODS \ \ \ k \ 1 (T _DEPTH) ,� - -- \ - Its J _.. 1O0 -YEAR FLOODPLABJ - - - - - BOUNDARY V r j v v Y b 1 i I .. ;'l71' ` � I� . l7 \ \ h \ \` \ \` '. \\ \j ' �D; i I ! -.D 1 ) \l \ \ \ \N �. -- � I- MAT \ - s \ v SEE LEFT v I .. 4 .,�o 53,,0 r•I .N �500�� "°- L ' iy� h% �1 S y umi � i : • � 1 � /! l -- , i s' I . % \ ` J m} S� ts 36 136 i r I n __. -- a Yf 9151 _ (- J 5 MAX p1�P.f.'I�P > j $ h\ � \ z oo � ' c y �� w 3 f o Y` rn Z. LLJ a / SHALLOW �` H FL flOD€*dG 1 '; u > H) Z (1' DEPT f -' _ q � .53EG - 1 ;\ 100 -YEAR WATER N " P" " POND o . I sa., A ; Ii' .i �`. LI I \ •\ • =.. `.° \ I\ -- BAC. TER >, _ I ELEVATION r - WITHIN POND AREA e 6356.4 ivP,TH iMiTS - - - ,. URBAN DRAINAGE AND FLOOD CONTROL DISTRICT -- - �� �a9 CLEAR CREEK - -- - - -- — - -- - - -- - E r 1 ".; JEFFERSON COUNTY CITY OF WHEAT RIDGE 666 FLOOD HAZARD AREA DELINEATION APR 2007 C:DJ iii, CITY AND COUNTY OF DENVER CITY OF ARVADA ENGNEERIIyG, INC ro. Dais r= „acne - nwq. 0 &CS- S;L9 -49� -6 _ � CITY OF GOLDEN x :..,. , -: o: ''' - PLAN STA. 518 + 00 TO STA. 55 0+00 15 ATTACHMENT2 /�3 ' l Q < w :¢ Q < Q Q' w >> r i i uS w g ml n U' n) 0 U : w V N I N O ON O O N O � _ o r O i o r � V � O r` cn ° Nm � Z i O O I � � t Q W � = co i LL m o - o i LL w 8 w U � o a U 0 v o pp � I m i n y -r- c m c ro g �i m m � c$ u u` n t - (y) ua }enaj3 O 2 � /�3 A��if 2 Z�g ¢ � ¢ w ¢ } } �} ¢ Y > �Y y c in N O eTj O o 6 O cS v I S N N O i O N N O W O i ro h O h M O m c O I U- o O I 9 � N � O O a j y.. W IV o Q U U � c a m u I v c S m x N (y) uopenel3 O 2 c A��if 2 Z�g �l�ibc�Iixxyf Z 3�3 I Q < Q ¢ Q I < Q Q < Q Q i N N O O CN O r co O LR 0 8 V O c% O j O W _ O Lc z O Z O p W +C Q N c S N 1 LL 0 � ' a p I Q Y W i ry t6 U i Q � p m 11 I r W g C 1 O O S (y) u c �l�ibc�Iixxyf Z 3�3 I f -1 El LO Lo Lo CD TPI I; _ 50 El El i N .. N LO m Q_ sV' N \ N co � 545'`{3 / b s c� a � � , �el n y ;:. (I f Pl LO 741, LO grr j � Tr V A, �e r Q uj a� I® W co t` 1 i U ' J — i � , �arfid►o�l� ❑ I I 1. ILM)IMIC t== O, M M IKH� II 1 It ME,4T v pn cl otoRp ® Wheat Ridge Building Department proved . , llelz i 0, --- DING OFFICIAL DATE Validity of permit: The issuance of a permit or approval of plans, specifu:atim and computations shall riot be a permit for, or an approval of, any violation to any of the provisions of the building code or of any City ordinances. patlpits presuming to give authority to violate or cancel the provisions of Building codes or other ordinances of the City shall not be void. 4 ,sir - f Foundation inspections shall be performed by the engineer of record and verified to the Building Division by wet - stamped letter of approval Work shall comply With the following codes: 2006 IRC, 2006 IECC, & 2005 NEC. AP Su bject to Field Inspectio Ri dge Wheat Building Dep Date / Plan checker I SCALE: f �i ( APPROVED ELY: DRAWN )E DATE: (jf_ 11, REVISED DRAWING NUMBER r INSPECTION RECORD Occuoancv/Tvae °'INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. Inw,n IN ECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR ONMENTS COMMENTS Footings /Caissons Plumbing Stemwall / (CEG) Concrete Encased Ground Sheathing . Reinforcing or Monolithic Lath / Wall tie Weatherproof / French Drain Mid -Roof Sewer Service Lines Electrical Service Fire Department Water Service Lines Rough Electric R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICS WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. " * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. CONCRETE SLAB FLOOR Electrical (Underground) 1 to Plumbing (Underground) Plumbing Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath / Wall tie Mid -Roof Electrical Service Fire Department Rough Electric R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICS WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. " * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED Framing PRIOR TO PROCEEDING Insulation Drywall Screw !FINALS Electrical 1 to Plumbing Mechanical Roof Building Final Fire Department - R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICS WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. " * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. UCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ll MjJCl4liV11 1y[Ja a �s_r�car et t ✓— Job Address ; .� -- 57° Permit Number 6QQ `�.. �a� , 9 �i�.�, fl�in.- ,�,�°'r_�5 I -�.�„: f�3rr�•r.E :WW Inspector: City of Wheat Ridge r 0 00 0r Commercial Miscellan PERMIT - 102724 PERMIT NO: 102724 ISSUED: 12/13/2010 JOB ADDRESS: 4251 KIPLING ST EXPIRES: 12/13/2011 DESCRIPTION: Add /install 2 new pipe mountedpanel antennas * ** CONTACTS * ** owner New Clear Creek LLC sub 303/343 -6544 Randall hanson 02 -0736 MOUNTAIN WIRELESS ** PARCEL INFO ** ZONE CODE: C -1 USE: UA SUBDIVISION: 0198 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PRO A 25,000.00 FEES > 11 �� Permit Fee 442.05 ` Plan Review Fee 287.33 Total Valuation .00 t Use Tax 450.00 LbhCCr;,, ** TOTAL ** 1,179.38 Conditions: MR: Approved. Zoned C -1. Must be consistent with Section 26 -615 - antennae painted to match building. Equipment screened from view. Subject to field inspection. KC: Approved per plans and notes on plans. Must comply with 2006 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and /or its' accompanying approved plans and specifications. S`Ignature of �-9ANBRI or ONTRACT (Circle one) - Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. S. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field i sp on. Signature�.0 Jet Building Of f ical Date l r'� x� lFt� Jt F Building & Inspection Services Division L rOari nic # I -)2 T 2 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 0 ' Fax: 303 -237 -8929 Inspection Line: 303 -234 -5933 Building Penydt Application i�ruper4y Alt r2ss', t�. ✓�� _�� lot l r) sstl Property Owner (please print): MeIL3 OeCAJ Cr b . Phone:__ Mailing Address: (if different than property address) Addre� � 51 -j- - -- City, State, Z _i� C�I1tr2CtOY: 1 � Contractors City License #:G' U Ph rub°CorttractUrs �� _" Electrical: Plumbing: Mechanical: City License # City License # City License # 17€�+�ri 3fiica a tt�as° +� l nit � I CJL:1® f7Ct.� i P coat Val .• e,� rxn�l gr1�rxac.s tow- Ct!�a.xjc l Cccbles s ,( ,� - tZD 1-A C z>�r-){. (Ot- It I t er) 4—q A tC- — /rX C-;+ tf1 � • i tt r� "rb r 7 • Review Fee (dui at me of submittal): Squares BTU's Gallons _ Amps Sq Ft. ° OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that i have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under . any permit issued based on ?� this application; that 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity include this a plication to, list that entity on_thi.c,nr,l _,�. ; �f r r cit°�o m/n�tntce4t It 1 RCL NE: (OWNER) CONTRACTOR) —_ TAORIZEO REPRESENTATIVE) of OWNER) (CONTRACTOR) Ce I� B �iU - <nOi ��� 7[ 1 P 1 NAME S ff7 ('tJ -JI SIGNATI7RC: IJ� t DATE: . � z � s � r�l�A111 � Cy n q., � 3 r ✓�9 tt rfYm N l /�?J l � r � Ietl''! €?It6y Vsluatiost� $_.ri195�.r� � _ Wheat Ridge Community Development Department PRE- APPLICATION MEETING SUMMARY Meeting Date: December 2, 2010 Applicant: AT &T Representative: Pam Powell Black & Veatch Corporation (720) 834 -4354 powellp @bv.com Attending Staff: Meredith Reckert – Senior Planner Sarah Showalter – Planner II Lauren Mikulak – Plainer I Specific Site Location: Existing Zoning: Existing Comp. Plan: 4251 Kipling Street Wheat Ridge, CO 8 003 3 Commercial -One (C -1) Primary Commercial Corridor Existing Site Conditions: The property is zoned Commercial -One (C -1) and is located at 4251 Kipling Street. The site is just over 141,100 square feet and includes a commercial office building on the cast side of the parcel and a surface parking lot on the west. The Wheat Ridge Greenbelt borders the property to the south. The five -story office building on the site contains several existing building- mounted CMRS facilities and at least one roof - mounted facility. Applicant /Owner Preliminary Proposal: The applicant, AT &T, currently has 4 building - mounted antennae on the building at 4251 Kipling Street -two on the south face and two on the north face. The applicant is proposing to collocate two additional pipe - mounted panel antennae on the west face of the same building. The proposed antennae will be side- mounted and painted to match the brick exterior of the building, just as the existing antennae have been painted. 1 The additional antennae will add a third sector to AT &T's two existing sectors and will provide enhanced coverage for AT &T subscribers. An additional cable tray is the only additional rooftop facility. Note: The plan documents and letter of request submitted as part of the pre - application process suggest "rooftop" mounted antennae. This is labeled incorrectly; the proposed antennae are wall - mounted near the top of the building face. Will a neighborhood meeting need to be held prior to application submittal? No, a neighborhood meeting is not required as only a building pen will be required. Planning comments: Section 26 -615 of the Wheat Ridge Zoning Code states that building - mounted CMRS facilities may be located in Commercial -One (C -1) zone districts provided they are reviewed by the department of community development. It also establishes the following requirements for building- mounted CMRS facilities: • Such facilities shall be architecturally compatible with and colored to match the building or structure to which they are attached • The maximum protrusion of such facilities from the building or structure face to which they are attached shall be two (2) feet. The proposed antermae will need to meet the above requirements, to be assessed by the planning staff as part of the building permit review. Process The only process required will be to apply for a building permit. The permit application will need to include construction drawings, including details showing how the two antennae will be mounted to the building and wind load calculations. Architectural and Site Design Manual (ASDM) The Architectural and Site Design Manual (ASDM) does not apply in this case. Building Division comments: The building division was not present at the meeting and does not have any comments. The building division will review the permit application. Specific questions may be addressed to John Schumacher, the Chief Building Official. Public Works comments: Public Works was not present at the meeting and has no comments. Attachments: Pre - application transmittal sheet Phone Numbers Meredith Reckert — Senior Planner Sarah Showalter — Planner II Lauren Mikulak — Planner I 303 - 235 -2848 303 - 235 -2849 303 - 235 -2845 John _ Schumacher -- Chief Building - Inspector 303 -235 -2 BLACK & VEATCH building a World of difference- ENERGY WATER INFORMATION GOVERNMENT November 18, 2010 Mr. Mark Johns AT &T Mobility 188 Inverness Drive West, Suite 400 Englewood, CO 80112 RE: 10175-3 81h and Kipling AT &T Cell Site Dear Mr. Johns This letter is to confirm the completion of Black & Veatch's structural review of the wall - mounted antennas attached to the existing building located at 4251 Kipling Street, Wheat Ridge, CO 80033. The intent of the review was to determine if the addition of AT &T's proposed antennas will have an adverse impact on the existing building: AT &T currently has eight (8) Powerwave 7920 antennas attached to the wall of the uppermost portion of the existing building. Additionally, AT &T proposes to install two (2) Powerwave P65- 15- XLH -RR antennas on the upper portion of the west wall. Comparison of the current and proposed loading shows that the proposed changes cause no significant increase in wind load or dead load. Any increase in load is within the capacity of the building and antenna support brackets. After considering the observations mentioned above, the proposed addition of antennas will not adversely affect the overall strength and stability of the existing building. Please contact Jeremy Johnson in our Denver office at 720- 320 -3564 if you have any questions or comments. Sincerely, Black & Veatch Corporation William Barnhart, E.I.T. �' • gwnl 'Qq�hitaker, RE Black & Veatch Corporation 10950 Grandview Drive - Overland Park, KS 66210 USA Telephone: 913.458.2000 BLACK & VEATCH ® Building a world of difference' TRANSMITTAL DATE: 2 December 2010 TO: City of Wheat Ridge - Building & Inspections Services Division 303 235 -2855 FROM: Pam Powell, Black & Veatch Corp, Agent for AT &T 720 834 -4354 powellpnakbv.com RE: Sector add to existing AT &T telecommunications facility 4251 Kipling Street AT &T has an existing fagade- mounted telecommunications facility at 4251 Kipling Street. AT &T proposes modifying the existing site by adding one sector on the west fagade consisting of two new panel antennas, which will be painted to match the building, and four coaxial cables. New radio equipment will be installed inside the existing shelter. For this submittal please find enclosed: 1. Building Permit application 2. Plan review fee - check for $287.33 3. Engineering Drawings — four sets signed and stamped 4. PE letter — signed and stamped Your assistance in expediting this application is greatly appreciated. Z Z Pam Powell Made from Black &Veatch Corporation -Tel a cam •6300 South Syracuse Way, Suite 300• Centennial, C080111 USA • Telephone: 720.834.4200•Fax: 720.834.4285 ruyd.dod terial ENGINEERING 2006 INTERNATIONAL BUILDING CODE 2008 NATIONAL ELECTRIC CODE TIA /EA -222 -F OR LATEST EDITION GENERALNOTES THE FACILITY YS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE: NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. PROJECT DESCRIPTION THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT CABINETS FOR AT &T'S WIRELESS TELECOMMUNICATIONS NETWORK. INSTALLATION OF (2) PIPE MOUNTED PANEL ANTENNAS, (2) TIAN , AND (4) COAX ARE PROPOSED. SITE INFORMATION PROPERTY OWNER: NEW CLEAR CREEK, LLC ADDRESS: 2601 BLAKE ST, #100 DENVER, CO BD205 TOWER OWNER: N/A SITE NAME: 381H AND KIPLING SITE NUMBER: ON1062 - COU1062 SITE CONTACT: X x SITE ADDRESS: 425t KIPLING STREET WHEAT RIDGE, CO BM33 COUNTY: JEFFERSON UlT11VDE (HAD 83): 39' 46'. 33.96' N 39.7]610 LONGITUDE (MAD 83): 105 6' 35.9' W - 105.109972 GROUND ELEVATION: 536P AMSL ANTENNA CENTERUNE: 50' -0' AOL ZONING JURISDICTION: CITY OF WHFATRIOCE ZONING DISTRICT: C -1 PARCEL 1: 39- 214 -01 -002 OCCUPANCY GROUP: U CONSTRUCTION TYPE: V -N POWER COMPANY: XCEL ENERGY TELEPHONE COMPANY: QWEST SITE ACQUISITION CONTACT: RAY TAYLOR PROPERTY SPECIALIST 720 -220 -8954 RELIANT LAND SERVICES, INC. �9YlerOrP <moillnmv- fps ^prprl. y_ RF ENGINEER: WINNIE W (314) 724 -9505 PROJECT MANAGER: MICHAEL DERRICK .(303) 408 -309D CONSTRUCTION MANAGER: BERT HAMLIN (303) 250 -6270 IF USING 11 PLOT, DRAWINGS WILL BE HALF SCALE CONTACT INFORMATION ENGINEER: BLACK & VEATCH CORPORATION 6300 SYRACUSE WAY SUITE 300 CENTENNIAL, CO 80111 CONTACT: JEREMY JOHNSON w PHONE: (720) 834 -4531 u, c 1 7 rz fi APPROVALS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR SITE TYPEIFICATTORS. AT &T RF ENGINEER: DATE: AT &T OPERATION MANAGER: DATE: AT &T REAL ESTATE MANAGER DATE: AT &T COMPLIANCE MANAGER: DATE: B &V SITE A0: DATE: B &V CONSTRUCTION MANAGER: DATE: PROPERTY OWNER: DATE: t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 FTO VICINITY MAP LOCAL MAP DRAWING INDEX SHEET NO: SHEET TITLE 4A Z 2 T -1 TITLE SHEET Y9 OJ L4, 0 { C -1 OVERALL SITE PLAN Y V I C -2 SITE ELEVATION RF -1 GAMMA SECTOR CONFIGURATION W - 1 Z * C RF -2 REL CONFIGURATION ELI L y RF -3 COAX COLOR CODING RF-4 RF SIGNAGE DETAILS �L -p tll ? C -L GROUNDING DETAILS y CR S8 G -2 GROUNDING DETAILS 1 AIVB 391 T 38TH AND KIPLING G GN -1 GENERAL CONSTRUCTION NOTES ON-2 GENERAL ELECTRICAL NOTES N1062 / COUID62 - 4251 KIPLING STREET 7 hay WHEAT RIDGE, CO 80033 ll comply with 76BC9 6 EST I C, IFGC, IFC, 2 applicable City Ridge Municipal Codes. W 41ST AVE �i i- Wheat Ridge — _ „ 4 . 38TH AND KIPLING D w NIO62 / COU1062 4251 KIPLING STREET (7, L WHEAT RIDGE, CO 80033 ? I�RSLabe W 335 AVE NO SCALE ' DO NOT SCALE DRAWINGS DRIVING DIRECTIONS DIRECTIONS FROM NEAREST AT &T.: OFFICE; TAKE INVERNESS. DR W. GO 0.57 MILES, TURN LEFT ONTO E DRY CREEK ROAD. GO 0.06 MILES. KEEP RIGHT ONTO 1 -25 RAMP, GO 13.16 MILES, TAKE EXIT 2098. GO 0.06 MILES, KEEP RIGHT ONTO W 6TH AVENUE FWY RAMP. GO 0.06 MILES, KEEP LEFT ON W 6TH AVENUE FWY RAMP, GO 2.13 MILES, KEEP RIGHT ONTO US 6, GO 2.93 MILES, GO STRAIGHT ONTO SR 391 RAMP, GO 0.17 MILES, KEEP LEFT ON SR 391 RAMP, GO 0.01 MILES, GO STRAIGHT ONTO SR 391, SITE IS ON THE LFET. TOTAL DISTANCE = 22.56 MILES 0 11 /*PO ; 4 MR PERNR PN DATE ESCRIPOOH PROJECT NO: 163314 DRAWN BY. JGK DNIO62 - COU1062 CHECKED BY: WEB 4251 KIPLING STREET FTO VICINITY MAP LOCAL MAP DRAWING INDEX SHEET NO: SHEET TITLE 4A Z 2 T -1 TITLE SHEET Y9 OJ L4, 0 { C -1 OVERALL SITE PLAN Y V I C -2 SITE ELEVATION RF -1 GAMMA SECTOR CONFIGURATION W - 1 Z * C RF -2 REL CONFIGURATION ELI L y RF -3 COAX COLOR CODING RF-4 RF SIGNAGE DETAILS �L -p tll ? C -L GROUNDING DETAILS y CR S8 G -2 GROUNDING DETAILS 1 AIVB 391 T 38TH AND KIPLING G GN -1 GENERAL CONSTRUCTION NOTES ON-2 GENERAL ELECTRICAL NOTES N1062 / COUID62 - 4251 KIPLING STREET 7 hay WHEAT RIDGE, CO 80033 ll comply with 76BC9 6 EST I C, IFGC, IFC, 2 applicable City Ridge Municipal Codes. W 41ST AVE �i i- Wheat Ridge — _ „ 4 . 38TH AND KIPLING D w NIO62 / COU1062 4251 KIPLING STREET (7, L WHEAT RIDGE, CO 80033 ? I�RSLabe W 335 AVE NO SCALE ' DO NOT SCALE DRAWINGS DRIVING DIRECTIONS DIRECTIONS FROM NEAREST AT &T.: OFFICE; TAKE INVERNESS. DR W. GO 0.57 MILES, TURN LEFT ONTO E DRY CREEK ROAD. GO 0.06 MILES. KEEP RIGHT ONTO 1 -25 RAMP, GO 13.16 MILES, TAKE EXIT 2098. GO 0.06 MILES, KEEP RIGHT ONTO W 6TH AVENUE FWY RAMP. GO 0.06 MILES, KEEP LEFT ON W 6TH AVENUE FWY RAMP, GO 2.13 MILES, KEEP RIGHT ONTO US 6, GO 2.93 MILES, GO STRAIGHT ONTO SR 391 RAMP, GO 0.17 MILES, KEEP LEFT ON SR 391 RAMP, GO 0.01 MILES, GO STRAIGHT ONTO SR 391, SITE IS ON THE LFET. TOTAL DISTANCE = 22.56 MILES 0 11 /*PO ; 4 MR PERNR PN DATE ESCRIPOOH 0 .501H ANU KINLINU DNIO62 - COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD SUBCONTRACTOR SHALL VERITY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON SHEET TITLE THE JOB SITBHPR IMMEDIATELY ENG cREPANCIES TI EFORE OCEEDING WITH THE WORK OR HE RESPONS IBLE FOR �"YHg TITLE SHEET UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF COLORADO SHEET NUMBER (800)922 -7987 W W W .UNCC,ORG I w WG MY5 NNtt NOTMI IX)N PTTCR TO CONSIRUVI" T - ; 0 4 m Wheat idge Building Department ^ viii. By DING; FFICIAL DATE Validity of permit: The issuance �f a permit or approval of plods, $Pecik D D a� t anputatiorls shall riot be permit for, or an approval of, any violation to c .rK tna � __ p�d(s presuming to give aut rity W violate or wncelthe praiiaiorK d� I f3utiding codes or other oMinarlces oP the Oily shall not � ratid. (2) PROPOSED AT&T ANTENNAS ON PIPE MOUNTS ATTACHED T0. BUILOINO FACADE, PANT TO MATCH —m wa BIA CK & VFATCH 10950 GRANDVIEW DRIVE OVER{AND PARK; KANSAS 66210 (973) 458 -2000 PROJECT NO 163314 n,t +iAiGU : DRAWN BY: JGK J f � � CHECKED BY: WEB �a %� tra }'.G A'yt 0. ON 'PC i � ' f Y R :. nR"PL fC -g(1 L ' v.;a:•�.�::;u�m:•:usu•:n.esx ca"'a "a'ta i?�x'' I ;. • . ,�- ^- t na .,A , (, T2 I.t ` � fK1..xCR x! sa "a` S A ; �i CrvWtaa •sJ ( I PROPO AThT CABLE %S k J.O'xJ CABLE TRAY TO ,,,. •'i;.- (NP) –+ e �, ' ` MATCH "ISBNG i J� • - [x51 L % 1 mrw APPROVED_ Subject to Field Inspections I - V A ':n f,;; Wheat Ridge Building Dept. 38TH AND KIPLING , ,A' Date: —.1/ DN1062 — COU1062 4251 KIPLING STREET ,ter WHEAT RIDGE, CO 80033 OVERALL SITE PLAN Sign Plan checker .SECTOR ADD SCALE: i /16" . 1'-Cr SHEET TITLE C OVERALL SITE PLAN LEGEND :SHEET NUMBER -� : 16'. 12' 8' 4 0 16' 3 2' CABLE TRAY C-1 v v � 04. 83 B2 B1 AZIMUTH AZIMUTH AZIMUTH .AZIMUTH 145' 145' 145' 145' � XGIING BUILDING I I a_V_ \r C2 U AZIMUTH 265' _ ESEC - G :'aa4 m - \- \ PROPOSED AT &T , CABLE TRAY TO CS a� MATCH EXISTING AZIMUTH 265' MIND AT&T PROPOSED ANTENNA AND COAXIAL CABLES REQUIREMENT ALPHA SECTOR ANTENNA TYPE ANTENNA AZIMUTH TILT MECH. ELE0. Al A2 AS A4 EXISTm'0 ANTENNA (4) EXISTING AT &T AZIMUTH AZIMUTH AZIMUTH AZIMUTH \0 CIFASGES ANTENNAS TO BE 25' 25' 25' 29 EXISTING ANTENNA ROTATED TO NEW k0 CunxGES BI EXISTING A TENNA. 149 NO CI+ANGES AZIMUTHS (TYP) EXISTING ANTENNA 145 NO Ci'ANGES 63 EXISTING ANTENWN 145' v v � 04. 83 B2 B1 AZIMUTH AZIMUTH AZIMUTH .AZIMUTH 145' 145' 145' 145' � XGIING BUILDING I I a_V_ \r C2 U AZIMUTH 265' _ ESEC - G :'aa4 m - \- \ PROPOSED AT &T , CABLE TRAY TO CS a� MATCH EXISTING AZIMUTH 265' MIND AT&T PROPOSED ANTENNA AND COAXIAL CABLES REQUIREMENT SECTOR ANTENNA TYPE ANTENNA AZIMUTH TILT MECH. ELE0. CENTERUNE ELEVATION COAYML CABLE Ott. LENGTH TYPE A; EXISTm'0 ANTENNA 29 NO CPANGES A2 EXISTING ANTEnNA 25' \0 CIFASGES A3 EXISIING ANTENNA 25' NO CHAN ES A4 EXISTING ANTENNA 25' k0 CunxGES BI EXISTING A TENNA. 149 NO CI+ANGES C2 EXISTING ANTENNA 145 NO Ci'ANGES 63 EXISTING ANTENWN 145' NO C,,ANCES 194 EXISTINC ANTENNA 149 NO CHANGES Cl POWERWAVE POS -15- XLH -RR 265 0/0. 2/5 50' 2 215 AVM -50 C2 POWERWAVE P65 -15- XLH -RR 265' 0 /0. 2/5 50' 2 1 215 AVAS -50 HE EXISTING ADJACENT GROUNDING BAR OOWNLEADS A MINIMUM DISTANCE OF 4' -0' BELOW GROUNDING BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. / ExSTUeC ANTENNA (iYP) 3. SUB UB CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA. AND THE COAX CONFIGURATION, MAKE MO SIZE T , PRIOR TO INSTALLATION. W 2 R!AT &T ANTENNAS 4. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION EL. 50-0 & RECOMENDATIONS. If F h Y a a \ t 4 0. ♦ 4 a \ �, t 4 1 t, COAXIAL ANTENNA CABLE NOTE 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE. SUBCONTRACTOR "` "' -•,- +'. < SHALL. VERIFY ACTUAL LENGTH BASED ON .CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS �.� .' - , TTii ^' - " � _ EXCEED ESTIMATED LENGTHS. 2. SUB CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DM:RW. LEVEL ( s 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD' ND -00027 REFER TO THE LATEST VERSION. ' 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE //Y DA. LOF AND SHALL EXCEED 6' -O'. 5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE. IN AN APPROVED MANNER, AT OISFANCES NOT TO EXCEED C-0 OC. - (� ALL COAXIAL CABLES. CCONN 6. CONTRACTOR MUST FO LLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH. THE 1NSTALIATIpN AND GROUNDING OF ` ONNECTORS. ANTENNAS, qND ALL OTHER EQUIPMENT. T. .WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT &T STANDARDS. ANTENNA MOUNTING NOTES 1, DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 STANDARDS OR APPUCMLE - - - - -� LOCAL CODES. .IL.NAS TO BE BETA SECTOR ROTATED TO NEW AZIMUTHS (1YP) _ EXISTING ANTENNA LAYOUT PROPOSED ANTENNA LAYOUT 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 458 -2000 ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH AS M Al23 'ZINC (HOT -DIP GALVANIZED NO SCALE No sGaE GENERAL NOTES 1. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUNDING MRS. FOLLOW - MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL PROJECT NO: 163314 COATINGS ON IRON AND STEEL PRODUCTS. UNLESS OTHERWISE NOTED. B. GROUNDING AT MID WVML, WHEN TOWERS WHICH ARE OVER 2CO'. ADDITIONAL CABLE GROUNDING REQUIRED. - C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. DRAWN BY: JGK O. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. CHECKED BY: WEB ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 'ZINC- COATING E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT: 2. ALL PROPOSED GROUNDING BAR DOWNLEAOS ME TO BE TERMINATED TO T _ A{ HE EXISTING ADJACENT GROUNDING BAR OOWNLEADS A MINIMUM DISTANCE OF 4' -0' BELOW GROUNDING BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. / ExSTUeC ANTENNA (iYP) 3. SUB UB CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA. AND THE COAX CONFIGURATION, MAKE MO SIZE T , PRIOR TO INSTALLATION. W 2 R!AT &T ANTENNAS 4. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION EL. 50-0 & RECOMENDATIONS. If F h Y a a \ t 4 0. ♦ 4 a \ �, t 4 1 t, COAXIAL ANTENNA CABLE NOTE 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE. SUBCONTRACTOR "` "' -•,- +'. < SHALL. VERIFY ACTUAL LENGTH BASED ON .CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS �.� .' - , TTii ^' - " � _ EXCEED ESTIMATED LENGTHS. 2. SUB CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DM:RW. LEVEL ( s 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD' ND -00027 REFER TO THE LATEST VERSION. ' 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE //Y DA. LOF AND SHALL EXCEED 6' -O'. 5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE. IN AN APPROVED MANNER, AT OISFANCES NOT TO EXCEED C-0 OC. - (� ALL COAXIAL CABLES. CCONN 6. CONTRACTOR MUST FO LLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH. THE 1NSTALIATIpN AND GROUNDING OF ` ONNECTORS. ANTENNAS, qND ALL OTHER EQUIPMENT. T. .WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT &T STANDARDS. ANTENNA MOUNTING NOTES 1, DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 STANDARDS OR APPUCMLE - - - - -� LOCAL CODES. F 1 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH AS M Al23 'ZINC (HOT -DIP GALVANIZED COATINGS ON IRON AND STEEL PRODUCTS. UNLESS OTHERWISE NOTED. 38TH AND KIPLING 3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 'ZINC- COATING DN1062 - COU1062 _ A{ (HOT -DIP) ON IRON AND STEEL HARDWARE". UNLESS OTHERWISE NOTED. 4251 KIPLING STREET ' \y' +�.i:N. WEST ELEVATION 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A7B0. WHEAT RIDGE CO 80033 SCALE: 1/9' 6 1• -(" 5. ALL ANTENNA MOUNTS SHALL BE INSTALLEE) III LOCK NUTS, DOUBLE HUTS MO SHALL BE TORQUED TO MANUFACTURER'S SECTOR ADD RECOMMENDATIONS_ 6.. ANTENNA SUBCONTRACTOR SMALL ENSURE ALL ANTENNA MOUNTING PIPES ME PLUMB AND LEVEL SHEET TITLE. i \ T I. ' / /�` Q 7. MULTI FORT ANTENNAS: TERMINATE UNUSED ANTENNA PORTS WITH CONNECTOR CAP & WEATHERPROOF THOROUGHLY. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. SITE ELEVATION B. SUBCONTRACTOR SHALL RECORD THE SERML. /. SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE DOCUMENTATION TO AT &T. 9. LINES 1 &'2 TO HAVE TMA'S MOUNTED ON PIPE BELOW ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE PREFERABLY IN A" SHEET NUMBER VERTICAL POSITION. 10. SUB CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. C -2 NOTES 1. FOR BOTTOM JUMPERS (FROM THE MAIN COAX TO THE BTS CONNECTOR) LONGER THAN 15' -0' USE 7/8' COAX. FOR BOTTOM JUMPERS LESS THAN 15' -0' USE 1/2' LDFF OR EOUNALENT. 2. FABRICATE JUMPERS TO ASSURE THAT THE 90 CONNECTOR IS V -6' FROM THE FLOOR ALLOWING ENOUGH STACK TO REACH ALL BTS (DUMICO) CONNECTIONS IF CABINET IS NOT IN PLACE. 3. SUPPLIED BY AT &T INSTALLED BY CONTRACTOR. 4. SUPPLIED AND INSTALLED BY CONTRACTOR. S. MOUNT POU IN FIF RACK, ASSURE THAT THE PREFABRICATED WIRES SUPPLIED WITH BUS TEE WILL REACH THE DESIGNATED TERMINATION POINTS. 6. SUPPLY AND INSTALL )16 AWG GROUND TO TELCO RACK FROM THE MAN GROUNDING BUS. POWfRWAVE I LIV ]. SWEEPS SHALL BE WITHIN 208 FOR EACH FACE. 7085.. 7085.xx PROJECT NO: 163313 MSG CABLE CABLE DRAWN BY: JGK CHECKED BY: WEB. TMA - .. 1719 086P1p - 001 1MA TT19- 0881`111 -001 HATCHP'1ATE HATOHPLATE 0 11/12/1➢ i55UE0 FOR P[PMrt PEV MTE OLACRIPIION iHOH / A5A 19M /X511 XLH -R R 8. ANTENNA CONFIGURATION SHOWN ON DRAWING MAY NOT BE FINAL, CONTRACTOR SHALL OBTAIN FINAL RFDS DIPLEXER D DIPLEXER D XL H - RR PRIOR TO CONSTRUCTION AND VERIFY ALL INFORMATION... DIPLEXER TO NEXT .850 1900 CM1007- DBPXBC C CM1007- DBPXBC C 850 1900 CM1O07- OBPXBC C SECTOR REY RET PEED TO NEXT SECTOR T RE FEED -003 - -003 MSG C5 MSG CABLE 850 1900 . - 830 1900 7085.05 '' Tz / R 1900 AISG CABLE X L 7085.. 7085.xx PROJECT NO: 163313 MSG CABLE CABLE DRAWN BY: JGK CHECKED BY: WEB. TMA - .. 1719 086P1p - 001 1MA TT19- 0881`111 -001 HATCHP'1ATE HATOHPLATE 0 11/12/1➢ i55UE0 FOR P[PMrt PEV MTE OLACRIPIION iHOH / A5A 19M /X511 L- Y � 2 - GSM850 0SM1900 UMTS 850/1900 38TH AND KIPLING PRIMARY PRIMARY CABINET DNI 062 - COU1062 .CABINET. .CABINET _.(1C + 2c) 4251 KIPLING STREET WHEAT RIDGE, CO 80033' _.. SECTOR ADD SHEET TITLE GAMMA SECTOR CONFIGURATION _] SHEET NUMBER RF -1 DIPLEXER D DIPLEXER D DIPLEXER D DIPLEXER CM1007- DBPXBC C CM1007- DBPXBC C CM1O07- OBPXBC C CM1007- OBPXBC -003 - - 003 - -003 - -003 850 1900 8 850 1900 . .850 ..1900 8 830 1900 Tz / R 1900 X L GSM850 0SM1900 UMTS 850/1900 38TH AND KIPLING PRIMARY PRIMARY CABINET DNI 062 - COU1062 .CABINET. .CABINET _.(1C + 2c) 4251 KIPLING STREET WHEAT RIDGE, CO 80033' _.. SECTOR ADD SHEET TITLE GAMMA SECTOR CONFIGURATION _] SHEET NUMBER RF -1 ALPHA SECTOR A -1 A -5 B -1 NVIL•S SECTOR GAMMA SECTOR OVERALL I. LIMIT RET CABLE RUN TO LESS THAN 400 FT. 2. SUPPORT REf AISG COMM CABLE IN ACCORDANCE WITH MANUFACTURCRS RECOMMENDATIONS 3. USE 6 AM STRANDED COPPER THHN -2 GREEN INSULATED GROUNDING .CONDUCTOR UNLESS OTHERWISE NOTED. CONNECT THE PCU TO EXISTING TELCO RACK GROUNDING BAR. 4. ROUTE CIRCUITS IN CABLE TRAY OR EMT CONOU95 TO THE EXISTING o24VDC PDU OR -48VDC PCV PANELS, PROVIDE THE APPROPRIATE SIZE OF OVERCURRENT PROTECTION AND FOLLOW THE TERMINATION PROCEDURES IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS -_ ANTENNA (TYP)O1 5. TOWER. MOUNT APPLICATION WILL DICTATE. THE LENGTH OF CABLE TO BE USED, 6, ASS CABLES Pft0V10E CONTROL AND POWER TO ELECTRICAL DOWN TILT DRIVES ON THE ANTENNAS. 1 I ANTENTNWAO PERO T. THE CABLES ARE FACTORY ASSEMBLED WITH ONE MALE AND ONE FEMALE CONNECTOR ON EACH END SUPPORT EVERY 1S' USING 8. NO TESTING OF THE CABLE IS REQUIRED. TERMINATOR 0 9. SEE DECAL ON SECTOR CONFIGURATION SHEETS FOR RISC SAS-S PLACEMENT. � ANTE NNA S ERIAL n '+" JA 3A _10. DURING INSTALLATION, RECORD THE FOLLOWING INFORMATION FOR USE DURING THE COMMISSIONING PHASE: REf Ok /MOTOR SERIAL NUMBER 0.5 METER TYPICAL LOCATION (SECTOR IN NUM THE ANTENNA WILL OPERATE) BLA Q VEATCH. EACH ANTENNA. 8 METER 3A 8 METER 8 METER 11. ANTENNA CONFIGURATION IS SHOWN DIAGRAMMATICALLY ONLY AS A RfPRESENTATIDN. SEE NOTE 12 T 39 REf CABLE 38 SB RET CABLE 3B 38 RET CABLE 38 12, IF A JUNCTION BOX WILL NOT BE USED AT THE TOP OF THE RET $MEN, R IS RECOMMENDED. THAT AN ADDITIONAL. LIGHTNING 109 OVERLAND PARK, KAENSAS DRIVE B PROTECTION UNIT BE INSTALLED AT THE TOWER TOP. .(913) 458 -2000 4 METER 4 METER 13 FOR RET CABLES 50 METERS OR LESS, THE ASG CABLE GROUNDINO KR IS NOT REQUIRED AT THE SHELTER END. RET CABLE BET CABLE COAX i0 14.. USE THIS DRAWING FOR NET GROUNDING SPECIFICATIONS, SEE DRAWING G -L FOR GENERA. REQUIREMENTS ANTENNA ANTENNA FROM +4V OR -4 O SUPPLY TO MCU PROJECT N0: 763314 1 (CONNECTION) PORT 1-2 /C 14 AM WG RHH; RIM OR THHN -2 TYPE TIC IN EXAMPLE BILL OF MATERIAL OUTSIDE NEW DESCRIPTION SECTOR TOTAL OUANIIIY RACK OR 2 -I /C 14 AM RHH, R V OR THNN -2 EACH IN CONDUIT A THE i C O DUK BANG ANTENM 2 2 2 SHELTER DUAL BAND 2 DUAL BANG REt MOTOR 4 4 4 12 DUAL BAUD B MIAA 2 2 1 S 9 39 CO UNIT 2 +24V DC OR 2 6 DUAL BAND 4 (SEE NOTE 1) 0 O -48Y DC 1 T DUAL OR SINGLE BAND. 5' PCU 10C {SEE. NOTE 4) I PER 24 R R DUAL OR SINGLE BANG A MATCH EXISTING i 1 PER 24 RET N0 5 SHELTER T RET JUNCTION BOX - 1 (A5 REQ'U) DUAL OR SINGLE BAND ENTRY RET LIGHTNING PROTECTION UNIT - 1 (AS REO'0) RECURRED 9 PORT 5 I (AS REO'D) REQUIRED 9A MIDPOINT GROUNDING REQUIRED WHEN RET CAB EXC DS 200' RET .SCHEMATIC DIAGRAM I AS REO'D) . REQUIRED NO SCALE SEE NOTE 11 8 EXAMPLE BILL OF MATERIAL :ITEM 1 NEW DESCRIPTION SECTOR TOTAL OUANIIIY APPLICATION A B C I DUK BANG ANTENM 2 2 2 6 DUAL BAND 2 DUAL BANG REt MOTOR 4 4 4 12 DUAL BAUD 3A RET CABLE 2 2 1 S DUAL BAND 39 RET CABLE 2 2 2 6 DUAL BAND 4 RET MOTOR T INAT N F 0 0 1 T DUAL OR SINGLE BAND. 5' 1 R MOON D P a24V -4BV OC 1 I PER 24 R R DUAL OR SINGLE BANG B MATCH EXISTING i 1 PER 24 RET N0 5 DUAL OR SINGLE BAND T RET JUNCTION BOX - 1 (A5 REQ'U) DUAL OR SINGLE BAND 8 RET LIGHTNING PROTECTION UNIT - 1 (AS REO'0) RECURRED 9 'RET CABLE GROUNDING KIT - I (AS REO'D) REQUIRED 9A MIDPOINT GROUNDING REQUIRED WHEN RET CAB EXC DS 200' _ I AS REO'D) . REQUIRED 38TH AND KIPLING DN1062 COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033- SECTOR .ADD SHEET TITLE RET CONFIGURATION. SHEET NUMBER Rr Cc -2 DRAWN BY:. JGK CHECKED BY: WEB COLLECTION CABLE WHERE ON CABLE MARKING COLOR CONVENTION TABLE. GROUND BAR REO'D. 5. WHEN AN EXISTING. COAXIAL LINE THAT IS INTENDED TO BE A $HARED LINE BETWEEN GSM /3G AND f PROJECT NO: 163314 GROUND KIT (TYP) I$- 136/TOMA IS .ENCOUNTERED, THE SUBCONTRACTOR. SHALL REMOVE THE EXISTING COLOR CODING DRAWN BY: JGK . GSM & TDMA LINE TAG SCHEME AND REPLACE IT WITH THE COLOR COPING AND TAGGING STANDARD THAT 15 OUTLINED IN THE NO SCALE SCHEME. OR HEN o INST LLNOG 2 ROPOSEO A OF AN CABLES. THIS GUIDELINE SHALL BE IMPLEMENTED AT CHECKED BV: WE8 SOME TO THE NEXT 2 THAT SITE REGARDLESS OF TECHNOLOGY. - GROUNDING BAR OR CONTINUE DOWN I THE COAX (TYP) 6. ALL COLOR CODE TAPE SHALL BE 3M -35 AND SHALL BE INSTALLED USING A MINIMUM OF (3) THREE GROUNDING RING WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT $0 AS TO AVOID UNRAVELING. CABLE PORT DIAGRAM >, AM COLOR BANDS INSTALLED At THE TOP OF THE TOWER SHALL BE A MINIMUM OF Y WIDE. AND CAUTION' HARMFUL RF ENERGY EXISTS O N c IF MAIN COAX LINE 15 SHALL HAVE A MINIMUM OF 31P OF SPACE BETWEEN EACH COLOR. MORE THAN 200' GROUND 8. ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE ANOTHER FROM SECTOR SECTOR SECTOR SECTOR AT THE MIDPOINT OF THE SIDE -TO -SIDE TOWER AND AS REO'D. BY CABLE CABLE CABLE CABLE : ROUTE TO NEAREST SCOPE - S. IF EXISTING CABLES AT THE SITE ALREADY HAVE A COLOR CODING SCHEME AND THEY'. ME NOT CABLE HEIGHT_ CABLE HEIGHT_ CABLE HEIGHT_ CABLE HEIGHT— GROUNDING BAR INTENDED TO BE REUSED OR SHARED MTH NE GSM TECHNOLOGY, THE EXISTING COLOR .CODING SCHEME SHA0. REMAIN UNTOUCHED. RX R%_ flX R% ROUTE TO EXTERIOR ENTRY TX_ Tz rx_ Tx _ PORT GROUNDING BAR CABLE MARKING TAGS 0 wlvla 6M TI NR PERM WHEN USING THE ALTERNATRE LABELING METHOD, EACH W CABLE SHALL BE REV DATE 00KRIPTION 2 IDENTIFIED WITH A METAL ID TAG MADE OF STAINLESS STEEL OR BRASS, THE TAG SHALL BE 1 1/Y IN DIAMETER WITH 1/4' STAMPED LETTERS AND NUMBERS SECTOR SECTOR SECTOR OUTSIDE SHELTER. -__.__ __ __ INDICATING THE SECTOR, ANTENNA POSITION, AND CABLE NUMBER. THE ID MARKNG d P�Q �'�� SECTOR INSIDE SHELTER --- - °- °__ _ ..:.___ LOCATIONS SHOULD BE AS PER'CMLE MARKING LOCATIONS TABLE. THE TAG CABLE CABLE CABLE CABLE SHOULD BE AttACHEO WITH CORROSION PROOF E MOUND THE CABLE AT THE 3 SAME LOCATION AS DERIVED ABOVE. THE TAG SHOULD BE LABELED AS SHOWN ON •OiOi RO LINE DETAIL 0 � n CABLE HEIGHT_ CABLE HEIGHT _ CABLE HEIGHT _ CABLE HEIGHT_ ROUTE TO INTERIOR ENTRY THE ' GSM AND TOMA NE TAO' �u voM caoukolNC BAR V O p OWNIT • SURGE ARRESTOR (TYP) i PE-42908 (IF APPLICABLE) (f ,/ �O� `fj �3 /�f7.i•ii���.4 D /OR SECTOR SECTOR SECTOR SECTOR B DIPLINS -T WE %ER AN HERE REO'0 CABLE GABLE CABLE CABLE CL CABLE HEIGHT _ CABLE HEIGHT -_ CABLE HEIGHT _ CABLE HEIGHT _ 4 ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING QNA� BOTTOM JUMPER LOCATIONS TABLE .BELOW: WIRE U�X R%_� R%_ R% CABLE (TYP) T%_ TX__ RX_ 5 SECTOR SECTOR SECTOR SECTOR CABLE .CABLE CABLE CABLE BTS CABLE HEIGHT_ CABLE - HEIGHT - GABLE'HEIRT= gABCE1lE1C I _ - :' -- -' EQUIPMENT CABLE: MARKING LOCATIONS TABLE NO LOCATIONS NOTES EACH TOP- JUMPER SHALL BE COLOR CODED WITH (1) SET OF Y WIDE BANDS N EACH MAN COAX SHALL BE COLOR CODED WITH (1) SET OF O Jr WIDE BANDS NEAR THE TOP- JUMPER CONNECTION AND WITH (1) SET OF 3/4' WIDE COLOR BANDS JUST PRIOR TO 1. CABLE PORT DIAGRAM ONLY REQUIRED FOR SHELTER $RES. ENTERING THE BTS OR TRANSMITTER BUILDING. O CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER. 2. SUBCONTRACTOR SHALL FILL OUT THE CABLE PORT DIAGRAM UPON COAX INSTALLATION. CABLE BOTTOM JUMPERS SHALL BE COLOR CODED WITH (1) AT SET OF 3/4' WIDE BANDS ON EACH END OF THE BOTTOM PORT DIAGRAM WILL BE AFFIXED TO THE INTERIOR SHELTER WALL NEAR THE CABLE ENTRY PORT JUMPER. ALL BOTTOM JUMPERS SHALL BE COLOR CODED WITH (I) OS SET OF 3/4 MOE BANDS ON EACH END OF THE BOTTOM TO AID IN CABLE. IDENTIFICATION. THE CHART 15 INTENDED TO BE USED TO RECORD THE UNE JUMPER- AND CORRESPONDING ANTENNA POSITION ON THE TOWER At THE TIME OF INSTALLATION. GAMMA, C. OR 2 HA, A, OR X RF CABLES RF CABLES 3. ONE COMPLETED COPY PLUS (2) TWO BLANK COPIES OF THE CHART SHOULD BE POSTED IN THE Cl THRU THRU SECTOR SHELTER IN A PROTECTIVE PLASTIC .SLEEVE. 'D AS REOD S REO ' D \At ANTENNA 4. SWEEP TEST EACH JUMPER MO DOCUMENT THE TEST IN ACCORDANCE WITH THE PROJECT ANTEN PROCEDURES SECIO 5. USE THIS DRAWING FOR COAX CABLE GROUNDING SPECIFIGTIOkS, SEE DRAWING 0-1 FOR GENERAL REQUIREMENTS C7 B1 TOP JUMPER ( CABLE ('TYP) 8. INSTALL DRIP LOOPS AT EVERY LOCATION WHERE WATER My ACCUMULATE. BEG. B. Y flF CRUCES LE 81 THRU B10 AS REQ'D COAX COLOR CODING & IDENTIFICATION NOTES ANTENNA SECTOR & AB COAX 1. SECTOR ORIENTATION /AZIMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC. REFER TO RF cao KIT ND REPORT FOR EACH SITE TO DETERMINE THE ANTENNA. LOCATION AND FUNCTION R. EACH TOWER SECTOR CABLE DEFINITION FACE NO SCALE 2. THE ANTENNA SYSTEM COAX SHALL BE LABELED WITH VINri TAPE EXCEPT IN LOCATIONS WHERE ENVIRONMENTAL CONDITIONS CAUSE PHYSICAL DAMAGE, THEN PHYSICAL TAGS ARE REQUIRED. SECTOR GROUND BAR TMA WHERE 3. THE STANDARD IS BASED ON EIGHT COLORED TAPES -RED, BLUE, REEK, YELLOW, ORANGE, .BROWN, REO'D AND COLLET. THESE TAPES MUST BE 3/4* WIDE .IL W RESISTANT SUCH AS BCOI VINYL ELECTRICAL COLOR COOING TAPE AND SHOULD BE READILY AVNUBLE TO THE ELECTRICIAN ON N O SUBCONTRACTOR ON SITE. TWA JUMPER 4. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLE BY SECTOR AND CABLE NUMBER AS SHOWN COLLECTION CABLE WHERE ON CABLE MARKING COLOR CONVENTION TABLE. GROUND BAR REO'D. 5. WHEN AN EXISTING. COAXIAL LINE THAT IS INTENDED TO BE A $HARED LINE BETWEEN GSM /3G AND f PROJECT NO: 163314 GROUND KIT (TYP) I$- 136/TOMA IS .ENCOUNTERED, THE SUBCONTRACTOR. SHALL REMOVE THE EXISTING COLOR CODING DRAWN BY: JGK . GSM & TDMA LINE TAG SCHEME AND REPLACE IT WITH THE COLOR COPING AND TAGGING STANDARD THAT 15 OUTLINED IN THE NO SCALE SCHEME. OR HEN o INST LLNOG 2 ROPOSEO A OF AN CABLES. THIS GUIDELINE SHALL BE IMPLEMENTED AT CHECKED BV: WE8 SOME TO THE NEXT 2 THAT SITE REGARDLESS OF TECHNOLOGY. - GROUNDING BAR OR CONTINUE DOWN I THE COAX (TYP) 6. ALL COLOR CODE TAPE SHALL BE 3M -35 AND SHALL BE INSTALLED USING A MINIMUM OF (3) THREE GROUNDING RING WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT $0 AS TO AVOID UNRAVELING. CABLE PORT DIAGRAM >, AM COLOR BANDS INSTALLED At THE TOP OF THE TOWER SHALL BE A MINIMUM OF Y WIDE. AND CAUTION' HARMFUL RF ENERGY EXISTS O N c IF MAIN COAX LINE 15 SHALL HAVE A MINIMUM OF 31P OF SPACE BETWEEN EACH COLOR. MORE THAN 200' GROUND 8. ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE ANOTHER FROM SECTOR SECTOR SECTOR SECTOR AT THE MIDPOINT OF THE SIDE -TO -SIDE TOWER AND AS REO'D. BY CABLE CABLE CABLE CABLE : ROUTE TO NEAREST SCOPE - S. IF EXISTING CABLES AT THE SITE ALREADY HAVE A COLOR CODING SCHEME AND THEY'. ME NOT CABLE HEIGHT_ CABLE HEIGHT_ CABLE HEIGHT_ CABLE HEIGHT— GROUNDING BAR INTENDED TO BE REUSED OR SHARED MTH NE GSM TECHNOLOGY, THE EXISTING COLOR .CODING SCHEME SHA0. REMAIN UNTOUCHED. RX R%_ flX R% ROUTE TO EXTERIOR ENTRY TX_ Tz rx_ Tx _ PORT GROUNDING BAR CABLE MARKING TAGS 0 wlvla 6M TI NR PERM WHEN USING THE ALTERNATRE LABELING METHOD, EACH W CABLE SHALL BE REV DATE 00KRIPTION 2 IDENTIFIED WITH A METAL ID TAG MADE OF STAINLESS STEEL OR BRASS, THE TAG SHALL BE 1 1/Y IN DIAMETER WITH 1/4' STAMPED LETTERS AND NUMBERS SECTOR SECTOR SECTOR OUTSIDE SHELTER. -__.__ __ __ INDICATING THE SECTOR, ANTENNA POSITION, AND CABLE NUMBER. THE ID MARKNG d P�Q �'�� SECTOR INSIDE SHELTER --- - °- °__ _ ..:.___ LOCATIONS SHOULD BE AS PER'CMLE MARKING LOCATIONS TABLE. THE TAG CABLE CABLE CABLE CABLE SHOULD BE AttACHEO WITH CORROSION PROOF E MOUND THE CABLE AT THE 3 SAME LOCATION AS DERIVED ABOVE. THE TAG SHOULD BE LABELED AS SHOWN ON •OiOi RO LINE DETAIL 0 � n CABLE HEIGHT_ CABLE HEIGHT _ CABLE HEIGHT _ CABLE HEIGHT_ ROUTE TO INTERIOR ENTRY THE ' GSM AND TOMA NE TAO' �u voM caoukolNC BAR V O p OWNIT • SURGE ARRESTOR (TYP) i PE-42908 (IF APPLICABLE) (f ,/ �O� `fj �3 /�f7.i•ii���.4 D /OR SECTOR SECTOR SECTOR SECTOR B DIPLINS -T WE %ER AN HERE REO'0 CABLE GABLE CABLE CABLE CL CABLE HEIGHT _ CABLE HEIGHT -_ CABLE HEIGHT _ CABLE HEIGHT _ 4 ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING QNA� BOTTOM JUMPER LOCATIONS TABLE .BELOW: WIRE U�X R%_� R%_ R% CABLE (TYP) T%_ TX__ RX_ 5 SECTOR SECTOR SECTOR SECTOR CABLE .CABLE CABLE CABLE BTS CABLE HEIGHT_ CABLE - HEIGHT - GABLE'HEIRT= gABCE1lE1C I _ - :' -- -' EQUIPMENT CABLE: MARKING LOCATIONS TABLE NO LOCATIONS O T EACH TOP- JUMPER SHALL BE COLOR CODED WITH (1) SET OF Y WIDE BANDS EACH MAN COAX SHALL BE COLOR CODED WITH (1) SET OF O Jr WIDE BANDS NEAR THE TOP- JUMPER CONNECTION AND WITH (1) SET OF 3/4' WIDE COLOR BANDS JUST PRIOR TO ENTERING THE BTS OR TRANSMITTER BUILDING. O CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER. BOTTOM JUMPERS SHALL BE COLOR CODED WITH (1) O ALL SET OF 3/4' WIDE BANDS ON EACH END OF THE BOTTOM JUMPER. ALL BOTTOM JUMPERS SHALL BE COLOR CODED WITH (I) OS SET OF 3/4 MOE BANDS ON EACH END OF THE BOTTOM JUMPER- 38TH AND KIPLING DN1062 - :0001062 4251 KIPLING STREET WHEAT RIDGE, CO 80033' SECTOR ADD SHEET TITLE COAX COLOR CODING CABLE MARKING LOCATIONS DIAGRAM NO SCALE SHEET NUMBER RF -3 Gener P Occ u p ational a may exceed the FCC emi may exceed the FCC General Population Fxposure timits, Occup Exposure Limits Followall posted signsandafteguidelinrs Obey all posted signs and shaguideliass for rorking in a RF environment. for mrking in a RF enviromenf. ALERTING SIGN No :SCALE ® R,naro-x uw+lN amt_ � ® wE.m'x Lianml � -i'aat � ALERTING SIGN NO SCALE S T A WARNINGI PROPERTY. OF AT &T Baal Y DANGERMNOTTOUCHTC)WEW SERIOUS 'RS' BURN H'WRDI AUTHORIZED ""'HrA1 ANADE C !47oW ER PERSONNEL ONLY LEA IN :CE AN E SUPPORTS ANDGUYYaefS A IYLmJ OpDNJ NAtRJ RWb i,Rrr ^ NFgn MY1TiM\TM l �g4Yal \' �t rTTFU uum ennavws'. K ro� +wwxw�tiww:nrv,NCalnTZ p� ' IN CASE OF EMERGENCENY. OR PRIOR TO INFORMATION Yx ..P.n M�IU;M14vFx ,++n wb,uttXJ ul hmevyl Y(w�Mhryib�,uln J(n, rvW,yn. e, npb m,A,4T fown,M1m,Nn n w.4a. lNFORMACION m�wha.W � ® At i N E N N A E-M, GENERAL SIGNAGE GUIDELINES PERFORMING MAINTENANCE ON THIS SITE, ALERTING SIGN CALL 800- 638 -2822 AND REFERENCE CELL SITE NUMBE NO SCALE ® Y 3 INFO SIGN #2 INFOSIGN#3 INFO SIGN#4. F NOTICESIGN CAUTION SIGN JNFO SIGN NO SCALE E E Towers T Idt &t F INFORMATION Yx ..P.n M�IU;M14vFx ,++n wb,uttXJ ul hmevyl Y(w�Mhryib�,uln J(n, rvW,yn. e, npb m,A,4T fown,M1m,Nn n w.4a. lNFORMACION m�wha.W � ® At i N E N N A E-M, GENERAL SIGNAGE GUIDELINES PROJECT NO: vgO SIGN 01 INFO SIGN #2 INFOSIGN#3 INFO SIGN#4. Striping NOTICESIGN CAUTION SIGN Structure ctureT e Towers entrance gates. _ At the height of the kbnopolaMbnopinelllronopakn shelter doors OR on clintang side of the On backside of On the side of first Climbing step, the outtloor Tower Antennas Antennas inn. Oft above cabinets ground entrance gates, At the height of the SCE Tow east Towers with high voltage shelter doors OR on climbing side of the On backside of On the side of first climbing step, the outdoor Tower Antennas Antennas mn. BIT above cabinets ground entrance gates, an the pole, no l ess Light Poles 1 Fla Poles g 9 shelter doors OR on than aft belrnv the Ante d Antenna an no On backside of On the side of tfieouldoo r less than art above Antennas Antennas caGneta ound entrance gates, on the pots, no lass than aft below the # Glamax value of WIPE at antenna level lldGty Wood Poles (JPA) shelter tloors OROn Antenna and no On backside of On the site of is: 0-99 %: Notce sign; over 99 %: Ole outdoor less than Oft above Antennas Antennas Caution sign at no less than aft below cabinets ground antenna and Bit above ground entrance gates, on the pole, no less Notice or Caution sign at no less than shaker doors OR on than aft below the On ba of On the side of 9ft above ground: only If the exposure hicrxels mounted on non -JPA poles Antenna and no Antennas Antennas exceeds 80% of General Public cabinets cabinets Was than Oft above exposure at Sit above ground or at ground outside surface of adjacent buildings Roof Tops At all access points to the roof X _......_..._ - ...,...._ _ _ _. ___ ..... _ ._.......,.� _ �.�.._�_.._ ...... On Antennas X X X ! Concealed Antennas X X j antennas rmunted facing outside the building X X antennas on support structure X X 1. Raofvlew Graph Radiation area is within aft from antenna adjacent to each .,. _.. X antenna either Notice or Caution sign (based on diagonal, yellow i' Wview results) at antennas /barrier Radiation area isbe and aft fromantenna y. adjacent to each striping as to X antenna - Roofvlew graph adjacent to C Steeples p Access to steeple antennas if On backside of On the side of Caution sign at the antennas. are Antennas Antennas antennas concealed adjacent to Water Stations Access to ladder antennas R On backside of On the side of Caution sign beside Mo sign #11, min. Oft antennas are concealed Antennas Antennas above ground .Notes for Rooftop sses. I +1 Eller NOTICEor CAUTION signs need to be posted at each sector as clue as possible to: Me outer edge of the striped off area or the outer antennas of the sector. 1 .... ._ . -,.._e ... _ _ ------ .. --- . . _ , _ + . , , _. __ _.. 2 If Roofvlew shows only blue= Notice Sign blue and yellow Caution Sign, only yellow =Caution Sign to be installed. _j 3 Should the required striping area Interfere with any structures or equipment (AIC, vents, roof hatch, doors, other antennas dishes, etc.). — - _ , ..please notify AT &Tto mod'dythe striping area, prior to starting the work h, 0 LIEF PE-42908 rt 13 A NOIATION OF UWI FOR ANY PERSON. URLESS THEY ARE ACIwO UNDER THE DIRECRON OF A U� SED F AND KIPLING 2 — COU1062 KIPLING STREET IDGE' CO 80033 CTOR ADD SHEET TITLE RF SIGNAGE DETAILS INFO SIGN #1 INFO SIGN #2 INFO SIGN k4 ' SIGNAGE GUIDELINES- HEET NUMBER INES CHART NO SCALE NO SCALE NO SCALE NO SCALE RF - 4 INFO SIGN #3 0 NO SCALE M PROJECT NO: 163313 DRAWN BY: JGK CHECKED BY: WEB h, 0 LIEF PE-42908 rt 13 A NOIATION OF UWI FOR ANY PERSON. URLESS THEY ARE ACIwO UNDER THE DIRECRON OF A U� SED F AND KIPLING 2 — COU1062 KIPLING STREET IDGE' CO 80033 CTOR ADD SHEET TITLE RF SIGNAGE DETAILS INFO SIGN #1 INFO SIGN #2 INFO SIGN k4 ' SIGNAGE GUIDELINES- HEET NUMBER INES CHART NO SCALE NO SCALE NO SCALE NO SCALE RF - 4 INFO SIGN #3 0 NO SCALE M I NEWTON INSTRUMENT COMPANY, INC. BUTNER. N.C. NO REQUIRED PART NUMBER DESCRIPTION 7. SUPPLIED AND INSTALLED BY CONTRACTOR. DOUBLE CRIMP SOUR GROUNDING O 1 312508 DAR CONNECTION 1/4x4x24 2� 2 390980 WALL MOUNTING 2 SECTION "N" - NON -1 0 AT 12 RO NDING ZONE BRACKET 3O 4 3015 -8 5 /9' LOCKWASHER EACH GROUNDING CONOUCTOR TERMINATING ON ANY NOTES GROUNDING BAR SHALL HAVE AN IDENT Ter ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN 1, EXOTHERMIC WELD (2) TWO, 12 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING W. AND DESTINATION ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. SECTION "P" SURGE PROTFCTQRS 2. EC SHALL USE PERMANENT MARKER TO BMW THE LANES BETWEEN EACH SECDON AND LABEL EACH SECTION Cr, `A', - W, "F) WITH i" HIGH LETTERS (EC) CELL REFERENCE GROUNDING BAR (IF CO- LOCATED) (EC) GENERATOR FRAMEWORK (IF AVAILABLE) ( 92 AWG) 3. ALL HARDWARE SHALL BE STAINLESS STEEL 3/B INCH DIAMETER OR LARGER. ALL HARDWARE 18 -8 (EC) TELCO GROUNDING BAR (p2 AWG). STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WREN AN ANTI - OXIDANT (EC) COMMERCIAL POWER COMMON NEUTRAL/GROUNDING BOND (3/0) - COMPOUND BEFORE MATING. (EC) FIBER GROUNDING BAR (¢2 .AWG) 4. FOR GROUND BONO'TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL. (EC) POWER ROOM REFERENCE GROUNDING BAR (Q2 AWG) . COAT ALL SURFACES 4 AN ANTI- OXIDANT COMPOUND BEFORE MATING. 188. INVERNESS DRIVE WEST (AT&T) RECTIFIER FRAMES SUITE 400 5. 00 NOT INSTALL CABLE GROUNDING HR AT A RENO AND ALWAYS DIRECT GROUNDING CONDUCTOR. ENGLEWOOD. CO 80112 SECTION "N' CUR E ABSORBER C DOWN TO GROUNDING BUS. (SEE NOTE 2) (EC) INTERIOR GROUNDING RING (Q2 AWG) B. NUT $ WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON (EC EXTERNAL EARTH GROUNDING FIELD (BURIED GROUNDING RING) ( ®2 AVIG) THE BACK SCE. BOORNEC4 TAG ON ALL GROUNDING 16, S/S BOLT (1 OF 2) BAR INRERCORNECTS AND PROJECT NO: 163314 EQUALIZERS. 8° 8. DRAWN SY: JGK UP AC 1 /16' MINIMUM SPACING BUT C ONDU CT OR THE INSULATION 8 AGAINST HE CONNECTOR BARREL ED BY: wEe DETAIL A DETAIL B ( GB) REFERENCE GROUNDING BAR TWO HOLE LUG NO SCALE NO SCALE TO LOW NOISE AMPLIFIER TO TRANSMIT - _ UNITS (LEA) (WHEN REQUIRED) ANTENNA -. _ AND RECEIVE ANTENNA 1 RW I 11 DF AoTgN G� rx F p I /f /4 OR B6 AWG STRANDED i I SUP pVO L'{%`. CU CONDUCTOR WITH GREEN 60CV. T . ��Y R %i /R %2 R %1 /R %2 HWN -2 INSULATION GIY" J TM� �O�r��O \TN�l VF i UPEE i N _A %gip B COAX JUMPER REQUIRED PER 1 STANDARD GROUND I I I i DI 1 0$iPL 00, .� END_ _ / - 42908. MANUFACTURER RECOMMENDATION I I I I - T GROUND SEE NOTE 6 1 1 (TYP) R EASE OF CONNECTION F (SEE NOTE 5) L'>, 1 - / �' 6 A�B�DtE 60 ) ��•� �f'� GROUNDING BAR ON WALL, KIT N( Y'TOR WEATHERPROOFING 1 I 1 ' B ATENNP ) CABLE TO FLOOB. OR ON ANTENNA TOWER O 6 . I ` aPL' R V' �n ate . '' V A �© G 00�TDR I ' '', � FROM LNA HEN REQUIRED) x 0 6� EN FOR A ` \ R IS A VOLUOR OF LAW MY PCRSON. 16 AWG STRANDED COPPER O MGT TED F:.o$ UME95 TNEY ARE ACTING UNOOT iME OGECSWn CONDUCTOR WITH GREEN, BOOM. N ,,�L l :Y OF A uTEx4E0 m ETwixEER. TO THWN -2 INSULATION TE0 11 y GROUNDING BAR, ANDREW PART / P "1 gTMER (ER UGBKIT- 0424 -i (TINNED). A LOCKBOX IS - ) 1 1 38TH AND . KIPLING REQUIRED EI GHT WILL GRADE TA D ETER MINE PART. / NUMBER O . \ GO $ ANTENNA, N60 /• gNl/ DN'I DEZ GD(J) DF)2 A HEI THEIR NUMBER OF ` (2) TWO EXOTHERMIC TO BE USED /j GROUNDING AND THEIR LOCATION LN +__ y COP /2 AWG SOW BORE TINNED pNP 4251 KIPLING STREET. COPPER GROUNDING CONDUCTOR EXOTHERMIC WELD TO BURIED G N�T !NEx NP TRS 12 AWC TINNED, SOLID COPPER GROUNDING RING AND GROUNDING BAN 0 A O iT'° WHEAT RIDGE CO 80033 CONDUCTOR EXOTHERMIC WELD BY P SECTOR ADD TO GROUNDING BUS /Jp7LIE G DETAIL D SHEET TITLE DETAIL C INSTALLATION OF GROUNDING TAIL E ANTENNA GROUNDING BAR CONDUCTOR TO GROUNDING BAR DIPLEXER. GROUNDING GROUNDING DETAILS NO SCALE NO SCALE NO SCALE SHEET NUMBER G -1 8 (EC) METALLIC COLD WATER PIPE (IF AVAILABLE) (1/0 AWG) 7. SUPPLIED AND INSTALLED BY CONTRACTOR. DOUBLE CRIMP 2 (EC) BUILDING STEEL (IF AVAILABLE) (1 /0 AWG) 3160x1 1/2' CONNECTION S/S NUT 2 SECTION "N" - NON -1 0 AT 12 RO NDING ZONE TOOTHED. INTERIOR GROUNDING RING - " 0 3 EQUIPMEN T (EC) MRC NON-I $ /5 LOCK WASHER TOOTHED CLEAR HEAT }2'" MIN CLEAR 1/4" MIN SHRINE ..NEAT -"- (;'� GROUNDING ZONE i 5HRINK 0 ��• _ EQUIPMENT (AT&T)-4W POWER SUPPLY RETURN RARE HER \\ N 10 � SECTION "I" - ISOLATFO GROLINRING ZONE yrrrrrr ^ (AT &T) ALL ISOLATED 1ABEL p ® GROUNDING REFERENCE (AT &T) GROUNDING WINDOW -- -- - -- BAR 'TINNED COPPER GROUNDING BAR (SEE. NOTE. 1) S/S FIAT WASHER W NOT - "DO NOT DISCONNECr BOORNEC4 TAG ON ALL GROUNDING 16, S/S BOLT (1 OF 2) BAR INRERCORNECTS AND PROJECT NO: 163314 EQUALIZERS. 8° 8. DRAWN SY: JGK UP AC 1 /16' MINIMUM SPACING BUT C ONDU CT OR THE INSULATION 8 AGAINST HE CONNECTOR BARREL ED BY: wEe DETAIL A DETAIL B ( GB) REFERENCE GROUNDING BAR TWO HOLE LUG NO SCALE NO SCALE TO LOW NOISE AMPLIFIER TO TRANSMIT - _ UNITS (LEA) (WHEN REQUIRED) ANTENNA -. _ AND RECEIVE ANTENNA 1 RW I 11 DF AoTgN G� rx F p I /f /4 OR B6 AWG STRANDED i I SUP pVO L'{%`. CU CONDUCTOR WITH GREEN 60CV. T . ��Y R %i /R %2 R %1 /R %2 HWN -2 INSULATION GIY" J TM� �O�r��O \TN�l VF i UPEE i N _A %gip B COAX JUMPER REQUIRED PER 1 STANDARD GROUND I I I i DI 1 0$iPL 00, .� END_ _ / - 42908. MANUFACTURER RECOMMENDATION I I I I - T GROUND SEE NOTE 6 1 1 (TYP) R EASE OF CONNECTION F (SEE NOTE 5) L'>, 1 - / �' 6 A�B�DtE 60 ) ��•� �f'� GROUNDING BAR ON WALL, KIT N( Y'TOR WEATHERPROOFING 1 I 1 ' B ATENNP ) CABLE TO FLOOB. OR ON ANTENNA TOWER O 6 . I ` aPL' R V' �n ate . '' V A �© G 00�TDR I ' '', � FROM LNA HEN REQUIRED) x 0 6� EN FOR A ` \ R IS A VOLUOR OF LAW MY PCRSON. 16 AWG STRANDED COPPER O MGT TED F:.o$ UME95 TNEY ARE ACTING UNOOT iME OGECSWn CONDUCTOR WITH GREEN, BOOM. N ,,�L l :Y OF A uTEx4E0 m ETwixEER. TO THWN -2 INSULATION TE0 11 y GROUNDING BAR, ANDREW PART / P "1 gTMER (ER UGBKIT- 0424 -i (TINNED). A LOCKBOX IS - ) 1 1 38TH AND . KIPLING REQUIRED EI GHT WILL GRADE TA D ETER MINE PART. / NUMBER O . \ GO $ ANTENNA, N60 /• gNl/ DN'I DEZ GD(J) DF)2 A HEI THEIR NUMBER OF ` (2) TWO EXOTHERMIC TO BE USED /j GROUNDING AND THEIR LOCATION LN +__ y COP /2 AWG SOW BORE TINNED pNP 4251 KIPLING STREET. COPPER GROUNDING CONDUCTOR EXOTHERMIC WELD TO BURIED G N�T !NEx NP TRS 12 AWC TINNED, SOLID COPPER GROUNDING RING AND GROUNDING BAN 0 A O iT'° WHEAT RIDGE CO 80033 CONDUCTOR EXOTHERMIC WELD BY P SECTOR ADD TO GROUNDING BUS /Jp7LIE G DETAIL D SHEET TITLE DETAIL C INSTALLATION OF GROUNDING TAIL E ANTENNA GROUNDING BAR CONDUCTOR TO GROUNDING BAR DIPLEXER. GROUNDING GROUNDING DETAILS NO SCALE NO SCALE NO SCALE SHEET NUMBER G -1 8 ENTRANCE WALL FEED THRU WITH 02 AWG SOLID BARE TINNED COPPER OR 7. EXTEND TWO (2) (2 AWG. TINNED CU CONDUCTOR FROM BURIED GROUNDING -(:6 AWG ORBITED CAPPER ASSEMBLY ,,,_,.:.. STRANDED GREEN RING AND CONNECT TO THE PROPOSED TOWER. FOLLOW MANUFACTURERS CONDUCTOR WITH GREEN, D INSULATION (TYP) RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TOWN INSULATION GROUNDED LUG CLOSURE PLATE TO NEW TOWERS ONLY.) (S FE NOTES 1 & 2) GROUNDING BAR TO GROUNDING BAR , I f GROUNDING BAR G' COPPER B. EF WE G G ROUN DING P ATHS CONDUCTORS S HALL E ROUTED AND BONDED TO ALL ^ A GROUNDING SPECIFICATION ARTICLE415.2 STATED IN ACCORDAN M OBILITY G D- 00071. THE NEW GROUNDING T L! TO GROUNDING R NGD SOW J SYSTEM SHALL BE BONDED (2 PLACES) TO ALL EXISTING GROUNDING SYSTEMS, BLA CK V H ® TO GROUNDING RING INCLUDING BUT NOT UMRED TO BUILDING STEEL STRUCTURE. LIGHTNING PROTECTION SYSTEMS, BUILDING MAIN GROUNDING SYSTEM AND /OR MAIN GROUNDING BM, ANDREW PART N WATER SUPPLY IF APPLICABLE, 10950 GRANDVIEW DRIVE G S REQURED AT (EACHEENTRY )WO (913) OVERLAND 1)) P 66210 8 20 0 SHELTER TASSCO PART p.351546. DETAIL A DETAIL B DETAIL CONNECTION OF CABLE HATCHPLATE GROUNDING BAR . HATCH PLATE GROUNDING PROJECT NO: 163314 GROUNDING KIT TO ANTENNA & FEED THRU WALL ASSEMBLY AT SHELTER DRAWN Br: 3' QABLE NO SCALE NO SCALE JON NO. SCALE CHECKED BY: WEB COMPRESSION CONNECTION (TYP) _ ^T�w Ll (2) PROPOSED TWS Q p••q•• A p :b �l • 0 � CI IAI_ C AWO But) TINN - , - COPPER (BTC) MINIMUM � UM ,�IIq Up AZIMUTH 20Y CACI.E TRAVIXT 4 �`FL90V PROPOSED AT&T ( - r te • • �1 /"•• :U E I C SRAM TO _ • a SECTOR TOR MATH C MATCH EXISTING O • Or AZIMUTH C1 I BEE NOTE 6 fX!S IaO CnOVaDlG 26Y DTLES N IS A THEY ME OF S U FOR THAN PFPSOH. U. UNIE$$ XET /AE AOTINO M MM THI INEIE T OF A LICENSED T O M DOCUM ENGINEER. _ TO AOER TOM OOCUMEM. 38TH AND KIPLING Exls Nc 'BUacI,eG � ,t ti. PARAFET VIALL.(ttP) ' —_ � 1 DN2062 COU1062 4251 KIPLING STREET (2) PROPOSED AT&T ANTENNAS ON PIPE WHEAT RIDGE, CO 80033 MOUNTS ATTACHED To SECTOR ADD BUILDING FACADE SHEET TITLE DETAIL - '.GROUNDING DETAILS ANTENNA / CABLE TRAY SHEER NUMBER -' GROUNDING PLA NO SCALE G-2 INDOOR OUTDOOR NOTE$ 1. NUMBER OF GROUNDING EMS MAY VARY DEPENDING ON THE TYPE OF TOWER, if MIN. ANTENNA LOCATION. AND CONNECTION ORIENTATION. PROVIDE AS REOUIREO. WALL ANTENNA CABLES (WP) ANTENNA CABLE CABLE GROUNDING KIT ENTRY PORTS 2. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND AI-WAYS DIRECT GROUNDING CONDUCTOR D0141: TO GRO @dDNG BAR. " - 17 �(TYP) BEE DETAIL P 7w5 OWG a > e e 3. GROUNDING KR SHALL HE TYPE AND PMT NUMBER AS SUPPLIED OR BY CABLE MANUFACTURER Ad WEATHERPROOFING KIT — I+- (SEE NOTE 3) ° 0 0 0 0 ° 4. WEATHER D WG SHALL BE TAPE MO PMT NUMBER AS SUPPLIED OR RECOMMENDED DEED BY CABLE IMNUGAGTVRER -, .ANTENNA CAB LE �' I rc CONNECTED l0 SURGE ARRESTOR 18 AWG (TYP) 0 0 0 0 5: RD GROUNDING KIT BEFORE TURN TRANSITION TOWER TO ICE 188 INVERNESS DRIVE WEST SUITE ry 4 BRIDGE. GE. B ENGLEWOOD, CO 80112 CO m 0�0 01 6. WHEN THE SCOPE OF BORIC REQUIRES THE Ap0iP10N OF A GROUNDING BM h TO AN EXISTING TOWER, THE SUBCONTRACTOR SN?1L OBTAIN APPROVAL FROM CABLE GROUNDING KR ANDREW (OR EOVAL) MULTIPLE TWO HOLE CONNECTORS THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. ENTRANCE WALL FEED THRU WITH 02 AWG SOLID BARE TINNED COPPER OR 7. EXTEND TWO (2) (2 AWG. TINNED CU CONDUCTOR FROM BURIED GROUNDING -(:6 AWG ORBITED CAPPER ASSEMBLY ,,,_,.:.. STRANDED GREEN RING AND CONNECT TO THE PROPOSED TOWER. FOLLOW MANUFACTURERS CONDUCTOR WITH GREEN, D INSULATION (TYP) RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TOWN INSULATION GROUNDED LUG CLOSURE PLATE TO NEW TOWERS ONLY.) (S FE NOTES 1 & 2) GROUNDING BAR TO GROUNDING BAR , I f GROUNDING BAR G' COPPER B. EF WE G G ROUN DING P ATHS CONDUCTORS S HALL E ROUTED AND BONDED TO ALL ^ A GROUNDING SPECIFICATION ARTICLE415.2 STATED IN ACCORDAN M OBILITY G D- 00071. THE NEW GROUNDING T L! TO GROUNDING R NGD SOW J SYSTEM SHALL BE BONDED (2 PLACES) TO ALL EXISTING GROUNDING SYSTEMS, BLA CK V H ® TO GROUNDING RING INCLUDING BUT NOT UMRED TO BUILDING STEEL STRUCTURE. LIGHTNING PROTECTION SYSTEMS, BUILDING MAIN GROUNDING SYSTEM AND /OR MAIN GROUNDING BM, ANDREW PART N WATER SUPPLY IF APPLICABLE, 10950 GRANDVIEW DRIVE G S REQURED AT (EACHEENTRY )WO (913) OVERLAND 1)) P 66210 8 20 0 SHELTER TASSCO PART p.351546. DETAIL A DETAIL B DETAIL CONNECTION OF CABLE HATCHPLATE GROUNDING BAR . HATCH PLATE GROUNDING PROJECT NO: 163314 GROUNDING KIT TO ANTENNA & FEED THRU WALL ASSEMBLY AT SHELTER DRAWN Br: 3' QABLE NO SCALE NO SCALE JON NO. SCALE CHECKED BY: WEB COMPRESSION CONNECTION (TYP) _ ^T�w Ll (2) PROPOSED TWS Q p••q•• A p :b �l • 0 � CI IAI_ C AWO But) TINN - , - COPPER (BTC) MINIMUM � UM ,�IIq Up AZIMUTH 20Y CACI.E TRAVIXT 4 �`FL90V PROPOSED AT&T ( - r te • • �1 /"•• :U E I C SRAM TO _ • a SECTOR TOR MATH C MATCH EXISTING O • Or AZIMUTH C1 I BEE NOTE 6 fX!S IaO CnOVaDlG 26Y DTLES N IS A THEY ME OF S U FOR THAN PFPSOH. U. UNIE$$ XET /AE AOTINO M MM THI INEIE T OF A LICENSED T O M DOCUM ENGINEER. _ TO AOER TOM OOCUMEM. 38TH AND KIPLING Exls Nc 'BUacI,eG � ,t ti. PARAFET VIALL.(ttP) ' —_ � 1 DN2062 COU1062 4251 KIPLING STREET (2) PROPOSED AT&T ANTENNAS ON PIPE WHEAT RIDGE, CO 80033 MOUNTS ATTACHED To SECTOR ADD BUILDING FACADE SHEET TITLE DETAIL - '.GROUNDING DETAILS ANTENNA / CABLE TRAY SHEER NUMBER -' GROUNDING PLA NO SCALE G-2 _ . ' bI%KM1AL A. NJIKUGINUN NUI t`` 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE. WATER OR SEWER SERVICE AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS REQUIRED). .: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR - OJERIANO CONTRACTING INC. (8&V) 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE ANN COMPACTED TO 95 PERCENT SUBCONTRACTOR - CONTRACTOR (CONSTRUCTION) OWNER - AT&T 34. STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE THE DRAWINGS. 35. BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE - APPROVED BY THE LOCAL 2. ALL 517E WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT JURISDICTION. SPECIFICATIONS 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS STONES, STONES, AND OTHER REFUSE SHALL BE 3. GENERAL AND SUBCONTRACTOR SHALL VISIT THE SITE AND SHALL O HIMSELF WITH ALL 36. REMOVED FROM THE SITE AND DISPOSED OF IN A { MANNER. SHEET TITLE CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL AND SUBCONTRACTOR SHAM BE RESPONSIBLE FOR FAMILIARIZING WITH ALL T 29. ALL O UME N OPERATING AND MAINTENANCE OVE T MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER R DOCUMENTS M SHALL BE TURNED D OVER TO THE GENERA CONTRACTOR AT COMPLETION OF GENERAL AND CONFIRMING THAT THAT THE WORK MAY AY BE BE DOCUMENTS, FIELD ONO, DIMENSIONS, PR CAN ACCOMPLISHED PRIOR TO PROCEEDING WITH CONSTRUCTION. Y DISCREPANCIES SHOWN SHOWN TO PRHT 37. CONSTRUCTION AND PRIOR TO PAYMENT. o SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF W ORK. 30. SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL WE DERCRIPKON MATERIALS. SNOW ICE NOT PLACED IN ANY FIFA. OR EMBANKMENT. CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR Tp FINAL PAYMENT, SHEET NUMBER 4 APPLICABLE FURNISHED AND AND RDINANCES• GENERAL ACCORDANCE WITH IscuF All 51. SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. _ . ' .uvV '..'LT WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS. AND LAWFUL ORDERS OF ANY PUBLC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE. WATER OR SEWER SERVICE AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS REQUIRED). CHECKED BY: WEB 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTNTY COMPANY SPECIFICATIONS AND LOCAL JURISDRTONAL CODES. ORDINANCES, AND APPLICABLE REOVLATIONS. 33. OCCUPANCY IS UNITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT &T TECHNICIANS 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EOUIPMEM. APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON 34. NO OUTDOOR STORAGE OR SOUP WASTE CONTAINERS ARE PROPOSED. THE DRAWINGS. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH T. PLANS ARE NOT TO BE SCALED. THESE PLAYS ME INTENDED TO BE A DIAGRAMMATIC OUTUNE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS THE LATEST REVISION AT &T MOSUITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM /GPRS WIRELESS SITES'. AND - TECHNICAL SPECIFICATION FOR FACILITY OTHERWISE NOTED. SPACING BETWEEN EOVIPMENT IS THE MIN. REOVIRED CLEARANCE. THEREFORE, R IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE MY QUESTIONS GROUNDING'. IN CASE OF A. CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN, REGARDING THE CONTRACT DOCUMENTS. THE SUBCONTRACTOR SHALL BE RESPONSIBLE TOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 36. SUBCONTRACTORS SHAT RESPONSIBLE FOR OBTAINING BTAINING AL PERMITS L PER AND INSPECTIONS B L PER SHEET TITLE DETAILS ARE INTENDED TO SHOWN DESIGN INTENT. SITE TYPERICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH SITE TVPBFICATiONS SHALL BE INCLUDED AS 25. SUBCONTRACTOR SHALL HM DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. REQUIRED FOR LONSTRLLL IF SUBCONTRACTOR CAN NOT IT PERMIT, THEY MUST NOTIFY THE .GENERA CONTRACTOR IMMEDIATELY. GENERAL PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 37. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. _ . ' B. THE SUBCONTRACTOR SHALL INSTALL l ENi MO MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS NS UNLESS SS SPECIFICALLY STATED OTHERWISE 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND /OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING 39. NO WHITE STROSIC LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS 10. GENERAL CONTRACTOR SHALL T THAT ME LIKELY BE RESPONSIBLE FOR THE SAFETY WORK AREA A, ADJACENT .40. . AND REQUIREMENTS, AREAS AND BUILDING LICCVPA ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND CONTRACT. WORK SHALL CONFIRRM M TO ALL OSN0. REQUUI REMENTS S AMID AFFECTED THE THE WORK UNDER LOCAL JURISDICTION. THIS RECOMMENDATIONS. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER 41, NO NOISE, SMOKE, DUST, DOOR, OR VIBRATIONS WILL RESULT FROM THIS FACILITY. DISCIPLINES. 42. NO ADDITIONAL PARKING TO BE PROPOSED. EXISTING ACCESS AND PARKING TO REMAIN. 12. ERECTION SHALL BE DONE IN A WORKMANUKE MANNER BY COMPETENT EXPERIENCED WORKMAN 43. NO LANDSCAPING IS PROPOSED AT THIS SITE. IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WIN UL LISTED MATERIALS APPRONEO BY LOCAL JURISDICTION. SUBCONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BT LICK SHADED LINES MD NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES SUBCONTRACTOR SHALL NOTIFY THE GENERA CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15. SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PROJECT NO: 163314 DRAWN BY: JGK CHECKED BY: WEB BM NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE. 0) ELECTRICAL SAFETY, AND 'D) TRENCHING & EXCAVATION. 38TH AND KIPLING 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE - WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED. PLUGGED OR OTHERWISE DN1O82 - COU1O62 4ZS1 KIP LING STREET REST DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER WHEAT RIDGE, CO AND /OR LOCAL UTILITIES. SECTOR ADD 24. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE - TOWER, EQUIPMENT OR ORNEWAY. SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. SHEET TITLE 25. SUBCONTRACTOR SHALL HM DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. GENERAL EROSION CONTROL MEASURES, S. IF IF REQUIRED DURING CONSTRUCTION, SHAT. BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. o 11112110 MW FOR Ppiun REV WE DERCRIPKON PRIOR TO COMMENCEMENT . OF WORK. 16, THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS. PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATINO SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL COMPACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE SITE ANO /OR BUILDING, 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR NNE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GQOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA. AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES, 21, THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS AUK A RATING OF NOT LESS THAN 2 -A OT 2- A:10 -B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED CURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, M. ELECTRIC. AND OTHER MKITIES SHALL BE PROTECTED AT ALL TIMES, ARD WHERE REOUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACT OR WHEN EXCAVATING OR ORNLING PIERS MOUND OR NEAR UTILITIES. SUBCONTRACT OR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BM NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE. 0) ELECTRICAL SAFETY, AND 'D) TRENCHING & EXCAVATION. 38TH AND KIPLING 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE - WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED. PLUGGED OR OTHERWISE DN1O82 - COU1O62 4ZS1 KIP LING STREET REST DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER WHEAT RIDGE, CO AND /OR LOCAL UTILITIES. SECTOR ADD 24. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE - TOWER, EQUIPMENT OR ORNEWAY. SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. SHEET TITLE 25. SUBCONTRACTOR SHALL HM DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. GENERAL EROSION CONTROL MEASURES, S. IF IF REQUIRED DURING CONSTRUCTION, SHAT. BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. CONSTRUCTION NOTES 26. NO ATE MATE A FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS. SNOW ICE NOT PLACED IN ANY FIFA. OR EMBANKMENT. SHEET NUMBER GN -1 I'_ PART 1 - GENERAL 14 GENERAL CONDITIONS: A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE SUBCONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. B. THE SUBCONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS. AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION. C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED- . UNDER THIS SECTION. THE SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS 1.2 LAWS. REGULATIONS, ORDINANCES STATUTES AND CODES. A, ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCH. LAWS, REGULATIONS. ORDINANCES. STATUTES D CODES. CONDUIT BENDS SHALL BE ME RADIUS BEND FOR THE TRACE SIZE OF CONDUIT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC. 1.3 REFERENCES: A. THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE. THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS SECTOR ADDIFIED EY ME REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS. 1. ANSI /IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) 2. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 3. ICE (INSULATED CABLE ENGINEERS ASSOCIATION) C NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) S. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) 6..OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITERS LABORATORIES. INC.) 8. AT &T MOSIUPA GROUNDING STANDARD ND -00071 1.4 SCOPE OF WORK: A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL„ AND ASSOCIATED SERVICES. REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL B. ALL ELECTRICAL EQUIPMENT UNDER MIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ALIGNED BY THE SUBCONTRACTOR C. ME SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, SACKFILLING. AND REMOVAL OF EXCESS GIRT. 0. THE SUBCONTRACTOR SHALL FURNISH TO THE OWNER WITH CERRFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. E. THE SUBCONTRACTOR SHALL PREPARE A COMPLETE SO OF AS -BUILT DRAWINGS, DOCUMENT ALL WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS SHALL BE SUBMMEO AT COMPLETION OF THE PROJECT, PART 2 - PRODUCTS 2.1 GENERAL: A. ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED, NEW, AND FREE FROM DEFECTS B: ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS SUITABLE FOR THE USE INTENDED. C. ALL EQUIPMENT SHALL BEAR ME UNDERWRITERS LABORATORIES LABEL OF APPROVAL. AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING EQUAL 70 OR GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 10.000 AC .MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT. 2.2 MATERIALS AND EQUIPMENT: A CONDUIT: I. RIGID METAL CONDUIT (RMC) SHALL BE HOT - DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS AND ENAMELED OR LACQUERED INSIDE N ADDITION TO GALVANIZING 2. LIOUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. 3 F Sx L BE AND CONCRRETE TIGHT TPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS 4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC. INSTALL USING SOLVENT- CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. B. CONDUCTORS AND CABLE: 1. CONDUCTORS AND CABLE SHALL BE FLAME- RETARDANT. MOISTURE D HEAT RESISTANT THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN /THWN -2. NO VOLT, SIZE AS INDICATED, 12 AWG SHALL BE THE MINIMUM SIZE CONDUCTOR USED. 2. 10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND 8 AWC AND ..LARGER CONDUCTORS SHALL BE STRANDED. 3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. _4. STRAIN- RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS. OR APPROVED EQUAL. CABLES SHALL BE SUPPORTED N ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS S. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES. J- BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION. CRAFT, BRADY. OR APPROVED EQUAL). C. DISCONNECT SWITCHES 1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD - FRONT. QUICK -MANE, QUICK- BREAK, EXTERNALLY OPERABLE. HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED FURNISHED IN NEMA 3R ENCLOSURE, SQUARE -D OR APPROVED EQUAL. D. CHEMICAL CLECTROLYTIC GROUNDING SYSTEM: 1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM 2 AVID CU EXOTHERMALLY WELDED PICTAL, PROTECTIVE BOXES, AND BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD TYPES K2-(.)CS OR K2L -( -)CS ( -) LENGTH AS REQUIRED. 2. GROUND ACCESS BOX SHALL DE A YP PSTC BOX FOR WON-TRAFFIC APPLICATIONS, INCLUDING BOLT DOWN FLUSH COVER WITH 'BREATHER' ' HOLES, XR SECTOR A C ALL SWITCHES U CONTROLLING N ED WITH ENGRAVED PED COID I ELEC NAMEPLATES LATE$ INDICATING EQUIPMENT CORTR0LLED, 0.ED, B BRAANCH CH CIRCUITS I D NUMBERING. AND THE ELECTRICAL POWER SOURCE. 3. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL. E. SYSTEM GROUNDING: 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE 2 AWG BARE, SOLID, TINNED, COPPER, ABOVE GRACE GROUNDING CONDUCTORS $HALL BE INSULATED WHERE NOTED. 2. GROUNDING BUSES SHALL BE BARE. TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION, WITH MINIMUM 314 LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE. 3. CONNECTORS SHALL BE HIGH- CONDUCTTATY, HEAVY DUTY. LISTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE TWO -HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL CONNECTIONS 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. 5. GROUND RODS SHALL BE COPPER -CLAD STEEL WITH HIGH- STRENGTH STEEL GORE AND ELECTROLYTIC -GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, 5 /8"x10' -0'. ALL GROUNDING RODS SHALL M INSTALLED WITH INSPECTION SLEEVES. G. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULLSOXES. DISCONNECT SWITCHES. STARTERS, AND EQUIPMENT CABINETS. F. OTHER MATERIALS: 1. THE SUBCONTRACTOR SHALL PROVIDE OTHER MATERIALS. THOUGH NOT SPECIFICALLY DESCRIBED, HICH ARE REQUIRED MR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 2. PROVIDE PULL BOXES AND JUNCTION BOXES HERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS 1, ALL PANEL DIRECTORIES SHALL BE TYPEWRIUM PART 3. - EXECUTION 3.1 GENERAL: A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER, AND AGAINST CHEMICAL OR MECHANICAL IWURY DURING INSTALLATION AND CONSTRUCTION PERIODS 3.2. LABOR AND WORKMANSHIP: ALL A. SHALL BERINSPALLED I N ST ALLATION EXPERIENCED WIREMEN. IN A NEATP D TI RAIDED FOR THE ELECTRICAL SYSTEM LINE MANNER. S. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED AND TESTED BY ME SUBCONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED PERFORMANCE, C. UPON COMPLETION OF WORK, THE SUBCONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EOUIPMENT. REMOVE ALL LIBELS AND ANY DEBRIS. CRATING OR CARTONS AND LCAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 3.3 COORDINATION: A THE SUBCONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE OWNER- FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN ME TOTAL WORK. 3.4 INSTALLATION: A. CONDUIT: 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 1/2 INCH TRADE SIZE. 2. PROVIDE RMC CONCUR FOR ALL EXPOSED EXTERIOR CONDUIT UNLESS OTHERWISE NOTED. 3. THE INSTALLATION OF SCHEDULE 40 NO AND RMC CONDUITS SHALL BE 24 INCHES MINIMUM DEPTH. ALL 90 DEGREE BENDS SHALL BE RMC. EXPANSION JOINTS ARE REQUIRED ON ALL CONDUIT RISERS. 4 USE OALVANRED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT VK I t Vr mrv.NCC. Vac UUIAU uGHI, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO EQUIPMENT. MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION. S. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EOVWALENT OF THREE QUARTER - SENDS. CONDUIT BEND SHALL BE MADE WITH. THE UL LISTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED. S. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE. 7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS B. SUBCONTRACTOR 1$ RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY OPENING$ IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER,. SUBCONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING MRFWN MATFNMS 9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. 11.. INSTALL 2' HIGHLY VISIBLE AND DETECTABLE TAPE 1' ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS. 12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGANST COLLECTION OF TRAPPED CONDENSATION. 13. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND /OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WITH TIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SMALL PREVENT PASSAGE OF WATER, SMOKE. FIRE. AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. R. CONDUCTORS AND CABLE: 1, ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: Q PHASE A 308 /240 /12G BLACK STEMS PHASE B RED PHASE C BLUE NEURAL WHITE GROUNDING GREEN 2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDULETS APPROVED FOR THIS PURPOSE, 3. PULING LUBRICANTS SHALL BE UL APPROVED. SUBCONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PUWNG CONDUCTOR OR CABLES INTO THE CONDUIT. 4, CABLES SHALL BE NEATLY TRAINED. WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL BOXES & EQUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID TENSION ON CONDUCTORS OR TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS ARE PROHIBITED. DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT THE SVBCONMACTOR'S EXPENSE. C. DISCONNECT SWITCHES: 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS INDICATED. D. GROUNDING: 1. ALL METALL PARTS OF ELECTRICAL EQUIPMENT HICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT &T MOBILITY GROUNDING STANDARD ND- 00076 ND- 00135, AND THE NATIONAL ELECTRICAL CODE, 2. INCLUDING GRRO BONDING JUMPERS L AND DEDITIONAL ASSEM M ATERIALS. ACCESSORIES ES AAS REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL REND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES 4. BUILDINGS AND /OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND HERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE SUBCONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS. AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM. THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM. THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM. AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). , S. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBUSHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE. TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND EFFECTIVE. GROUNDING. 6. SUBCONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE -IN- POINTS TO THE EXISTING GROUNDING SYSTEM, ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS AND INSTALLED N ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS 7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALED. 6. APPLY CORROSION- RESISTANCE FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. USE KOPR- SHIELD AND - OXIDATION COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS, 9. A SEPARATE. CONTINUOUS. INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED N ALL FEEDER AND BRANCH CIRCUITS. 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 6 AWG GROUNDING CONDUCTOR TO A GROUND BUS. 11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 3E MINIMUM BELOW GRADE. OR 6' BELOW THE FROST LINE. USE THE GREATER OF ME TWO DISTANCES. 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACURER'S INSTRUCTION$. REMOVE SEAUNG TAPE FROM LEACHING AND BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH WITH GRACE, 14. OWE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36' DEPTH OR S BELOW FROST LINE. USING THE GREATER OF THE TWO DISTANCES. 15. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 R. FROM THE GROUNDING BAR AT THE BASE OF THE TOWER, A SECOND GROUNDING BAR WILL BE NEEDED AT ME END OF THE ICE BRIDGE, TO GROUND THE COAX CABLE GROUNDING KITS AND IN -UNE ARRESTERS. ifi. SUBCONTRACTOR SHALL REPAIR, AND /OR REPLACE. EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE SUBCONTRACTORS EXPENSE 3.5 ACCEPTANCE TESTING: A. CERTIFIED PERSONNEL USING CERTIFIED EOUIPMENT SHALL PREFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST REPORTS UPON COMPLETION. B. WHEN MATERIAL AND /OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED REQUIREMENTS, THE NONCOMPLYING ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED WRH. ITEMS COMPLWNG WITH THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR NON - COMPLIANCE C TEST PROCEDURES; 1. ALL FEEDERS SHAH HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE uSNG IOOOV OC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST LISTED TO SUBCONTRACTOR. 2. PRIOR TO ENERGIZING CIRCUITRY TEST WRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CONNECTIONS 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS 00 NEUTRALS. SUBMIT A REPORT OF MAXIMUM D MINIMUM VOLTAGES 4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING THE IEEE STANDARD 3- POINT 'FALL -OF- POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS. 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 10950 GRANOMEW DRIVE OVERLAND PARK, KANSAS 66210 (913) 450 -2000 0 11/12/10 ISSIIEO PO11 PFRM11 RD/ PATE DE6GR�ROx 36TH AND KIPLING DN1062 - COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE GENERAL ELECTRICAL NOTES SHEET NUMBER GN - PROJECT NO: 163314 DRAWN BY: JGK CHECKED BY: WEB 0 11/12/10 ISSIIEO PO11 PFRM11 RD/ PATE DE6GR�ROx 36TH AND KIPLING DN1062 - COU1062 4251 KIPLING STREET WHEAT RIDGE, CO 80033 SECTOR ADD SHEET TITLE GENERAL ELECTRICAL NOTES SHEET NUMBER GN - CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: OPK. lf-v9 Job Address/Permit Number: W.31 Al~,m 1~+v-7 AtS ❑ No one available for inspection: Time 1,;r: 3o AM/PM Re-Inspection required: Yes When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: - DO NOT REMOVE THIS NOTICE Page 1 of 1 Kirk Cadotte From: Kathy Field Sent: Wednesday, October 29, 2008 3:54 PM To: Kirk Cadotte Cc: John Schumacher Subject: 4251 Kipling St., Unit 365 I am in receipt of the following business license application: Exponential Engineering Co. 4251 Kipling St., Unit 365 Contact: Greta Gibbens 970-207-9648 ~9f~j~dg Nature of Business: engineering (service) Business Start Date: unknown Let me know if okay. Kathy Field Administrative Assistant 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2846 Fax: 303-235-2857 www..ci.wheatridge.qo.us C itv of - l~U".5at4 k.l tt l.7F EIt31'S~rY•i1 CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. 10/30/2008 CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: BZs>v A+V.4bo i3vf. rays Job Address/Permit Number: V.Ul IdiF R~' S7- G, ,r i9a .AP~~Zoj1F~7 ❑ No one available for inspection: Time / Y3 AM/PM Re-Inspection required: "Yes oO When corrections have been made, call for re-inspection at 303-234-5933 Date: ip9P Inspector: ~ DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: :2,() L-\ () t.., \> \ \ :. -S \.10\LL i2~U<J\D...\. ~ ( ..,. 0. ,") 6J ~n<:"1-o\1 'N~r-..r-- ~ \ . 'V-A \ (, \\ ~ k CJ.'4:- ^ "-- ~ ~\\ \..s A -T---^ ~ Q\~ ~U~ w3 '\ '-' \ c\ '-- kA J \ When corrections have been made, call for re-inspection at 303-234-5933. ~~ Date: \ b - L)- CJ'-t DO NOT REMOVE THIS NOTICE ~ A ....~ ~ or CITY OF WI;lEAT RIDGE r'r~ Building Inspection Division !V (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE . .c::'/ _ -fr, '-~4" / r..> Inspection Type: (.L ,--/-:rp /{/ 11 - 0 }-1/ > """..- Job Address/Permit Number: 5/2- \/ r:~/Y/" //.- c::.-r: ,g;/l/ ~~:'::~;/I' - {j!uIF /lATi7rJiLl<1-cz." , v'f< ~;,;;~""' - (K- . I~ D No one available for inspection: e AM/PM /- Re-Inspection required: Yes to * When corrections have been mad for re-instecfon t 303-234-5933 Date: (~-11/;;r Inspector: DO NOT REMOVE THli NOTICE _..__._-~-_._-- ----_._.__._-_._._-~--- .;.,~/ " ~u~ Y/ City of Wheat Ridge Residential Mechanic PERMIT - 080430 PERMIT NO, JOB ADDRESS, DESCRIPTION, 080430 4251 KIPLING ST Replace existing RTU with likeunit ISSUED, EXPIRES, capacity. 05/02/2008 10/29/2008 *** CONTACTS *** owner 303/860-0828 gc 303/275-6250 Ogilvie Properties R. SCOTT TRACY 02-2084 Chiller Systems Service Inc. ** PARCEL INFO ZONE CODE, SUBDIVISION, ** UA 0198 USE, BLOCK/LOT#, UA 0/ Permit Fee Total Valuation ** TOTAL ** ESTIMATED PROJECT VALUATION, FEES 1,983:~~ ~ oM ~?il 1,983.55 ~ 195,000.00 ** FEE SUMMARY ** Conditions: Must comply w/ 2003 IBC, IPM, IMC & 2005 NEC. Subject to field inspection. Unit(s) information to be on site for inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge BUilding Code (I.B.C) and all other appl a ~ Rid e Ordinances, for work under this permit. Plans subject to field inspection. <'::;;-2- signature of contractor/owner date 1. This permit was issued in accordance with the provisions set for~h in your application and is subject to the laws of the State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (I) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of pe t or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval ~ iolation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan re subject to field inspections. signature of date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE, (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 Date: Plan#: Permit #: Property Address: L-!7 .<:) I , c...---~ Building Permit Application ~l.p'-I ,--.Jc:, ~ Property Owner (please print): C),~ It_VII:: ~~ Mailing Address: (if different than property address) Phone ~)'3 - 'f?rJ -0'$2'6 Address: City, State, Zip: i"1'05 S~~-Sl' '71" CfO() '6 () 7 t'J 'Z. ~.,Jt-"!O.I ('70 Contractor: (""'~I I.er?_ -sY"7~-YY}::, ~lcB {rlL..... Contractor License #: Phone: '3;:;~ -2 7':;--c::' zs-o Sub Contractors: Electrical City License #: Company: Plumbing City License #: Company Mechanical City License #: Company: Exp. Date: Approval: Exp. Date: Approval: Exp. Date: Approval: Construction Value: $ lcte;, 00(" (as calculated oer the Building Valuation Data sheet) Plan Review (due at time of submittal): $ -i- ,/f 'r~tfJ Use of space (description): C~/~ ~ Description of work: "- "[2.L.."..f~ E:'f..t-?T"l-r-'c-" (.LTL( 5 '-olIn-(- I..-- \'.< ~" ~ l T""::> -'7 CAf'AC-cr<-( (V) Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and aU other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) ~TRACTO~ or PRINT NAME: C2.-::":':v~~>--f PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) SIGNATURE: p~ Date: ,l7-Z-<)*[<, DEPARTMENT USE ONLY ZONING COMMENTS; Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: FIRE DEPARTMENT:: 0 approved wI comments 0 disapproved 0 no review required I Bldg Valuation: $ OCCUPANCY; ~~A~ Y/ City of Wheat Ridge Commercial Miscellan PERMIT - 080368 PERMIT NO, JOB ADDRESS, DESCRIPTION, 080368 4251 KIPLING ST communications facility ISSUED, EXPIRES, add equip. platfor, 04/21/2008 3 base rad *** CONTACTS *** OWNER 970/485-2996 Mike Sharlow Cricket Communications ** PARCEL INFO ZONE CODE, SUBDIVISION, ** C-l 0198 USE, BLOCK/LOT#, C-l 0/ Permit Fee Plan Review Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED PROJECT VALUATION, FEES 640.00 416.00 .00 630.00 1,686.00 35,000.00 ** FEE SUMMARY ** I hereby cer::ify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and o.91-ee to "bide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Rid'7e Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, tor- wor-k under- this per-mit Plans ~mbject to field l.nspection. Signature of contractor-Iowner date 1. This per-mit was issued in accordance with the provisions set for-th ir: your- application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Color-ado or any other applicable ordinances of the City 2. This per-mit shall expire 180 days from the issue date. Requests for- an extension must be received prior to f'Oxpir-ation date. An extension may be gr-anted at the discretion of ~he Building Official. 3. If this per-mit expires, a new permit may be acquired for a fee of one-half the amount nor-mally required, pr-ovided no changes have been or will be made in the original plans and specifications and any suspensiop.. or d.banc~nment has not exceeded one (1) year. If changes have been or- if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage pr-oblem. 5. Contractor shall notify the Building Inspector twenty-four (24) hour-s in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a per-mit or the appr-oval of drawings and specifications shall not be construed to be a permit for, nor an approval of, tion of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan revie~ i ect to field inspections. ( signature of official date INSPECTION REQUEST LINE: (303) 234-5933 BUILDING OFFICE, (303) 235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.w & Drainage START ALL ROUTING ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping **NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICA TE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw ROUGHS Sheathing - Lath / Wall tie Mid-Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR COMMENTS: INITIALS Footings/Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTION RECORD OccupancvfTvpe wlNSPECTION LINE: (303) 234-5933 ~~ A~' ? City of Wheat Ridge Commercial Miscellan PERMIT - 080368 PERMIT NO, JOB ADDRESS, DESCRIPTION, 080368 4251 KIPLING ST communications facility ISSUED, EXPIRES, add equip. platfor, 04/21/2008 3 base rad *** CONTACTS *** OWNER 970/485-2996 Mike Sharlow Cricket Communications ** PARCEL INFO ZONE CODE, SUBDIVISION, ** C-l 0198 USE, BLOCK/LOT#, C-l 0/ Permit Fee Plan Review Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED FEES 640.00 416.00 .00 630.00 1,686.00 PROJECT VALUATION, 35,000.00 ** FEE SUMMARY ** ~~~\-?\ *;;;]1 ,"",_0 C, -,.,r",.;r,.: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B C) and all other apPliea~t Ridge Ordinane . for work under ;hi~ permit. Plane ~ubjeet to field inspection. ~. -7"1--00 Signature of contractorjo date 1. This permit was issued accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior co expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a draina<:Je problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspeccions and 8,",".11 recel"e written approval on inspection card before proceeding with successive phases of the job. 6 The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, no~ an approval of, any io lon of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan revie sect to field inspections. signature of ChieffBuilding Official i/ date INSPECTION REQUEST LINE: (303) 234-5933 BUILDING OFFICE, (303) 235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~~VlH"1~f1:> !::"~'\" Q 0, .. rn ~~"i;'-ffjj_ :~' O(ORP.Q City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 ~-f' Date'.JJ(I "JJs"'l Pfan #: 01-04/" I Permit #: Building Permit Application Property Address 475i Il/PL!tJG sf: ((U.IIR c.-fl/X/'-. OF(,~ Pflf2..lc 131..:'ILtI II'-J G ') Property Owner (please print): Iv'rt,.j ('A.([1t1Z.. e.(?Ct.'K:, L.LC. Phone: q1(), C(8S"L9<]b M(IU: S<Nu,...) ,C(l,QlCT CoM>'!, Mailing Address: (if different than property address) Address rant; t: L{z~ Ave bl/i--rt-'70 1 City,State,Zip: b{lVvt:{l. C-D eOZ:54 ------: PCNI>,..J(; OIl> 11V11A-I-/J Contracto Phone: Sub Contractors: Electrical City License #: CompanY'!:'1"v ,-'~C c.:..1t <- Exp. Date: Approval: Plumbing City License #: Company Exp. Date: Approval: Mechanical City License #:( '" -f" Company: V/e:~(;,,' Exp. Date: ~Mt" Appro aJ:_,.-.~~ Use of space (description): (Ju,f/l!Vlv'A,j'(A1/utJ S fJ1l"IL.I 1"1' Description of work: AbPPJ0 c:Qu,P'1C:NT PU\,Fc,lN\ . ;.v b -t1f1I.(;G:" il ASG RA ",e 0'''3....., <c. ..S, ,11V 0 Plan Review (due attime ofsu mJ a ,$ <--//6' .~I'!" f(!.S PiI''"'"' AN1GNNA S' AN.~ C4&LlV(, ./ c . . O '." P "L Ie''''''''''" -rtJ:'>:: s(.,Z"I!.""~" "TO YlA-1et Ei<I!it.vc- -r l3v'lLO vJC jlAC,"'T1' :T..... ....ur-I" ~ ,~ <;0. Y Sq. Ft./L.Ft added: IVI-! Squares lv/A BTU's N!1r Gallons N'/,t Amps 'Lei() r;zC"1 Ollo'(lif; rIv\Jit (b..-Jcl1:. tl (,'(0 "" (,) ,~ $'-(ib'?Y- IIVI/<'- . OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT t hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (LB.C) and all other applicable VVheat Ridge Ordinances. for work under this permit. Plans subject to field inspection. PRINT NAME: SIGNATURE: Date: CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) ZONING COMMENTS: 0IZ,5vi!.08..z:, zoning:c,. -1 Reviewer: It, DEPARTMENT USE ONLY 'iQff~ PUBLIC WORKS COMMENTS: Reviewer: ..J f (') CO o - - - BUILDING DEPARTMENT COMMENTS. OCCUPANCY Reviewer: FIRE DEPARTMENT:: 0 approved wi comments 0 disapproved 0 no review required Bldg Valuation: $ City of Wheat Ridge Commercial Remodel PERMIT - 080177 PERMIT NO: JOB ADDRESS, DESCRIPTION, 080177 4251 Kipling Street Unit 560 remodel medical office for ISSUED, EXPIRES, relocation of lab 02/27/2008 08/25/2008 equip. *** CONTACTS *** 303/864-9774 303/332-8090 720/435-5586 303/425-6902 OGILVIE PROPERTIES Ilya Debirov Sergejs Solomatins Anatolij Losev Paul B. Vernon 08-0052 1st Response Plumbing 08-0054 Solo Electric1 Inc. 08-0055 A&L Construction owner sub sub gc ** PARCEL INFO ZONE CODE, SUBDIVISION, ** UA 0198 USE, BLOCK/LOT#, UA 0/ Permit Fee Plan Review Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED PROJECT VALUATION, FEES 108.30 70.40 ----- .00 50.43 229.13 1)'7' /5V 2,801.40 ** FEE SUMMARY ** Conditions: JS 2/27/08, APPROVED WITH RED LINE NOTES SUBJECT TO FIELD APPROVAL I hereby certify that the se ordinances, rules or regul ~ measurements shown, and al e application and that I as e apolicable Wheat Ridge 0 e1 proposed by this permit applicatioL are accurate, and do not violate applicable City of wheat Ridge or covenants, easements or restrictions of record; that all d€ are accurate; that I have read and agree to abide by all conditions printed on this ~onsibility for compliance with the Wheat Ridge Building Code {I.B.C) and ail other or work under this permit. plans subject to field inspection. .:s-J'" -0" _ (' (. ;;> date 1. This permit was issued in accordance with the provisions set forth In your application and is subJect to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall recelve written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any iolation of the provisions of the buildi.ng codes or any ot.her ordinance, law, rule or regulation. All plan review s ject to field inspections. date INSPECTIO ,REQUEST LINE: (303) 234-5933 BUILDING OFFICE: (303) 235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Q City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855. Fax: 303-235-2857 Inspection Line: 303-234-5933 "rS Date: 'Z/~ Pfan #oB--DCf)b Pennit#:t/dO(T7 Building Pennit Application PropertyAddrHS: 425( IL\VL'll/lI L:,;,-r ~tTE. ?~b Property OWner (pfease print): 061l...\l11" \?Ro pet.Tlet:; I JI-lc.... Phone: ~~. ~ ~ . q174- Mailing Address: (if different than property address) Address: City, Stale, Zip: ContrllctDr: /. 6cs \) e-c 6'0(. ~ EiD Contractor License #: Phone: Sub ContrllctDrs: ro' <:J.-D Electrical City License #: *:J 5 0 Company: tJJ UJ C21El!.- Exp. Dale: Approval: Plumbing City License #: /! 1!J 37 Company /51/Ztf;Jf'ONs--e;- Exp. Dale: Approval: Mechanical City License #: Company: ::s ~ Exp. Dale: Approval: Use of space (description): 1'Vl6')\(A.L 0 ff\-C,e., Descrlptlonofwork: ~EM01l5l ~~I<l.\.o OFPI~ folC. ~el.o<A"Q'" "f ~7'N{) l,Ao!> 6GlMp""15"'1', ~'1 A~\ l-IL. (.CIUl"1\1"><9 ~ ~.......rr.$ Sq. Ft/l.Ft added: ct; Square. Construc_ Value: $ (as c.Jcu/ated per th. BulldllJfl VIIIUlItJon D8IB sheet) Plan Review (_ at time of submiltsq: $ ~ C Y> l~ -.. BTU'. Gelona Amps OWNERICONlRACTOR SIGNA1\JRE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pemit apptication are accurate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenents, easements or restrictions of record; that all measurements shown. and allegations made are accura.; that I have read and agree to abide by all conditions printed on this applation and that I .HUm. full responsibf1ity for compliance with the \M1eat Ridge Building Code (I.B.C) and all other applicable Wl&8t Ridge Ordinances. for work under this permit. Plans subject to field inspection. CIRLCE ONE" (OWNER) (CONTRACTOR) or PERSONAL REPRESENTA11VE of (OWNER) (CONlRATOR) I fl!UfiNAME, "PA>>'- 6>. \Je..t""'''' SIGNA1\JRE, ~/1e.,--.. Dal.: Z ~ Zih:,( DEPARTMENT USE ONLY ZONII<G CXlMMENTS: ZonIng: R_ I'UllLIC V\ORKS CXlMIlENf8: R_ BUIlDlNGOEP~~' frfi1Zffi/1:j}:, ()Jm+- RetJ -JJ,.{IS" NOTp'j MEOEP:::: ~?V~~.-:~~~ldav.u OCCWNICY, ..!L u " n~ 'Jric.r::' fli Db:: ::"::ii ~jG 4:44 r', :~t'Jlc.L l,>:-!',t? r;':::_\L .:' ll~' . ,," . - ~'ti",!1 "e" ic'tl f t't: r';-,' ";.i'i r'LI_:fl'" , ~,';:; . lJ\"" "T"'" 1'1'1,),_"'1 , " : ~J. ;i.:' ItJ.'i-t- ',.;,':l;\.';', '~, . v. ',- ~ ~ CLEAR CREEK OFFICE PARK - T JD MEDICAL CENTER SUITE 560 VICINITY MAP r\j @ ~ rp @ DIAMETER SQUARE AT ANGLE ANCHOR BOLT ABOVE AIR CONDITIONING ADJUST ABLE ABOVE FINISHED FLOOR ALU~AINUM ALTERNATE ARCHITECT (URAL) A.B. ABV AC ADJ AFF ALUM ALT ARCH BF BIFOLD BLOG BUILDING BLKG BLOCKING BL W BELOW 8M BEAM B.O. BOTTOM OF BP BIPASS BRG BEARING BSMT BASEMENT BOT ~ BTM BOTTOM BIT or BTWN BETWEEN BU BUlL T UP BV BEVEL CF COUNTER-FORT CI CAST IRON CIP Cl\ST -IN-PLACE CJP COMPLETE JOINT PENETRA TION CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COl COLUMN CONC CONCRETE CONN CON TION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CPT CARPET CTR CENTER <t CENTER LINE DAS DBL DEMO DIA DIR DIM DF DL ON OS OTL OW DWG OWL (E) EA ELEC ELEV EMBED IKXI ~ 4251 Kipling Street ABBREVIA TIONS EE EF EJ EIFS EQ ES E'vVC EW E-W EX 1ST EXP FDN or FND FF FHC FIN FLG FLR FLUOR FO FT FTG GA GALV GC GRD. 8M. GR. BM. GYP. SO. EACH END EACH FACE EXPANSION JOINT EXTERIOR INSULATION FINISH SYSTEM EQUAL EACH SIDE ELECTRIC vVA TER COOLER EACH WAY EAST - WEST EXIStTNG EXPANSION FOUNDA TION FINISH FLOOR FIRE HOSE CABINET FINISH FLANGE FLOOR (ING) FLUORESCENT FACE OF FEET FOOTING GAUGE GALVANIZED GENERAL CONTRACT(OR) GRADE BEl\M GRADE BEAM GYPSUM BOARD HAS HEADED ANCHOR STUD HC HOLLOW CORE HDR HEADER HOW HARDW ARE HM HOLLOW METAL HORIZ or HORZ HORIZONTAL HT HEIGHT HTG HEA TING HVAC HEATING VENTILATION A IR-COND IT ION ING 10 INSIDE DIAMETER I.F . INS'DE FACE INT INTERIOR DEFORMED ANCHOR STUDS DOUBLE JNT OR JT DEMOLISH OR DEMOLITION JST DIAMETER DIRECTION KIT DIMENSION DRINKING FOUNTAIN LA V DEAD LOAD LH DOWN LL DOVVNSPOUT LLH DETAIL LLV DISHWASHER LOC DRAWING LVL DOWEL MAS EXISTING MAX EACH MBC ELECTRIC (AL) MFR ELEVATION MIN EMBEDMENT Mise JOINT JOIST KITCHEN LAVATORY LEFT HAND LIVE LOAD LONG LEG HORIZONT AL LONG LEG VERTICAL LOCA TlON 'MICROLAM' MASONRY MAXIMUM tv1ETAL BUILDING COLUMN MANUFACTURER MINIMUM MISCELLANEOUS SC SCHED SH or SHLV SOG SQ STD STL T.O. T&B T&G TPL TRTD TS TYP UNO UON VCT VIF VERT WI WIG "'l C VVP WRT WWF PROJECT INFORMA TION PROJECT TEAM PROPERTY MANAGMENT OGILVIE PROPERTIES, INC. 1905 Sherman Street Suite 900 Denver, CO 80203 Contact: Stephen Lechner GENERAL CONDITIONS 1). All work shall conform to the requirements of the governing local bui Iding codes as amended including NFP A. If the contractor becomes aware of any conflicts, inconsistencies or omissions between the construction drawings and building code requirements, they are to be immediately reported to the architect and building management. Verify that the current applicable codes are: 2003 International Sui Iding Code International tvlechan;cal Code International Plumbing Code 2005 National Electric Code NFPA The general contractor and all subcontractors shall visit and inspect the site to become familiar with existing conditions, building materials, details and finishes and develop their bid accordingly. No extras will be allowed for failing to inspect the or to conditions and building standard Prior to beginning demolition and/or construction, the contractor shall field verify all dimensions and installation requirements and immediately report to the architect and building management any errors, inconsistencies or which are discovered. Prior to beginning demolition and/or construction, the contractor shall and coordinate all work, freight elevator use and trash removal with building management. AI/ dimensions shown are measured to the face of unless noted otherwise. Do not scale the drawings to determine dimensions. When in doubt. ask. Protect all existing construction to remain from damage. Patch and repair all noticeably damaged existing floor, wall and ceiling surfaces as required to match similar adjacent surfaces. existing floor coverings as shown on drawing(s) including adhesive material. Provide a clean, smooth floor surface to receive new floor coverings. All carpet and base adhesives wUI be ra ted/ environmental adhesives. ITEM 8: Business Group allows for professional or service uses including Physicians, Dentists, Laboratory: testing & research. Tenant currently operates under license for handling blood & feca J ma tter . LOAD Lab Room area: Occupant Factor: Occupant Load: 2 t~et SF I I I I DET AILS 304.1 & ITING The rest of the is to remain unchanged as a physician's office and is no change in occupancy. ~Jor is there any change in the sui te square footage. Thus requiring no change to existing exiting. \ .------------.~-f I I i I I I I 1 I I I I 1 I I ! I 1 I I r i I I I I ] i i i I I i I I i I I I I / I I I I I I I I I i ) I I I I --------------~------------------~--------------------------------------.-.-----.--------.--.----------------1 I I Line of structure above / Phone: 303.864.9774 Fax: 303.864.9775 ARCHITECT PBV ARCHITECTS, LLC 12361 Cornell A ve Unit 13 Aurora, CO 80014 Contact: Paul Vernon Phone: 303.699.6789 I I I i I ! i I I I I I I I I I I ICD CODE DATA I 1 . SCALE: 3/4" = 1'-0" l. .. '.._'.. .m..... .. '.. .. ..... ..... ... ... . r-----~--._----.---______________.______.__~___.___.__________._._____~._~"______________._.__.______________ Recep. Exam 3 (Existing to remain) KEYED NOTES FLOOR See , Wlfi~S (VI rrv ND'r- ~ $eeu~i) ''Tl) G, 1Z4 D .,- fJJ' I}U,S l~ ~ ~t..{}/t(:ffi ~ S mi/6f7J1211 ()5/ Ii G; / e/wt.$/~ AI'1 S--PAC.-e1> HP (14 rYle ~1l~ ON ~ Building lay-in Meta' mud to gr id & tight PROJECT DATA SCOPE OF WORK ARCH I TEe TURAL : IMPROVE~I1ENTS & INTERIOR ION LlGHTlt'~G: RELOCATION (1) ISTI~~G FIXTURE POWER: DESIGN BUILD FOR NEW SHOWr~ NO CHANGE TO ISTING ADD (1) SINK. ELECTR leAL: PLUMBI~~G: OCCUPANCY 8: PHYSICAr~ OFFICE ISTING 2,400 SF 141 SF Contractor to provide new millwork as indicated. Provide shop drawings of all millwork items to the architect for review & approval prior to i nsta II a t ion. CONS TRUCT ION p\REA FIRE PROTEC-rION SPRINKLERED CORR IOORS COMMON Contractor to provide blocking in partitions adequate for the support of all wall mounted millwork items and shall support top of partitions to structure adequate for imposed lateral loads. 10).. All new electrical, telephone and data outlets are to be mounted at a minimum of 1511 and new light switches and thermostats a Inaximum of above finished floor to cOfTIply with ADA Title III provisions. 11). All alteration work shall comply w/ applicable ADA Title III provisions. 12). The general contractor shall be responsibJe to maintain the structural integrity of the premises throughout construction and shall retain ttle services of a registered professional engineer if required. DRAWING INDEX ARCHITECTURAL A-1.1 COVER SHEET / ABBREVIATIONS / LEGEND MO MTL CONTRACT FURNITURE SYSTEM NEW STANDARD WALL NEW DEM\S\NG WALL NEW SOUND A TTENUA TION WALL EXISTING WALL TO BECOME NEW SOUND ATTENUATION WALL NEW PART\AL HE\GHT WALL PARTIAL HEIGHT WALL \^l1 114" SAFETY GLASS TO CEILING. RE= PLAN FOR SIZES AND ADDITIONAL NOTES NEW (1 HOUR) \fJ ALL EXISTING WALL TO RE~AAIN WALL TO BE DE~AOLISHED FULL HEIGHT SAFETY GLASS (WALL) 220v 30 AMP MASOt\JRY OPEN ING MET Ai {N} NIC NOM N-S NTS NORTH,-SOUTH NOT TO SCALE I/.~"''-J~I D.C. OR OC 00 O.F. OPNG OPP ON CENTER OUTSIDE DlAMETER FACE OM DIf\AMER SWITCH OPENING OPPOS~TE p SINGLE POLE SWITCH WI PILOT LIGHT o 110v FLOOR OUTLET FLOOR VOICE OUTLET FLOOR DATA OUTLET FLOOR VOICE/DATA OUTLET PAF POWDER ACTIVATED PB PC fl or PL PLAtv1 PRT PT PTHF pve PARTICLE BOARD PRECAST PLA TE PLAST Ie LAtv1INA TE PRESSURE TREATED POINT PRT HEw1 FIR POLYVINYL CHLORIDE STANDARD PASSAGE SET RA RETURN AIR RE: REFERENCE (RE) RELOCATE (D) REIN or REINF REINFORCE REQID REQUIRED RI ROUGH IN RO ROUGH OPENING R/S ROD & SHELF STANDARD LOCKSET STANDARD DOOR CLOSER NEW / NU~v1ERICAL SUFFIX INDICATES SIZE EG. N3/0: NEW 3'-011 ~V'DE DOOR RELOCA TED EXISTING EXISTING REMOVE AND SALVAGE EXISTING REMOVE AND RELOCATE REUSE EXISTING DATA BOX AREA BEYOND SCOPE OF WORK LiNE SYMBOL IND\CA TES REMOV AL NOTE - FOR ALL DEVICES AND/OR FIXTURES: (N) - INDICATES NEW (RE) - INDICATES RELOCATE EXISTING {REUSE} - IND\CATES REUSE EXISTING DA T A/PHONE BOX FOR NEW LAYOUT. NO NOTATION OR (E) - INDICATES EXISTING TO RE~AAIN NOTE - PROVIDE SINGLE GANG BOX AND 3/4" CONDUIT TO ABOVE CE\L\NG FOR ALL VOICE. DATA, AND VOICE/DA T A OUTLETS N JUNCTION BOX THERMOST A T POWER POLE PULL BOX [E) DEDICATED RE ERS SOL 10 CORE SCHEDUlE SHELF/SHEL VES SLAB ON GRADE SQUARE STANDARD STEEL ERR NOTE - REUSE FLUORESCENT FIXTURE 4811 24 II TOP OF TOP & BOTTOM TOUNGE & GROOVE TRIPLE TREA TED TUBE STEEL TYPICAL 48" X 2411 (20/') FLUORESCENT FIXTURE wi EGGCRA TE DIFFUSER 24" X 2411 FLUORESCENT FIXTURE 4811 X 12" FLUORESCENT FIXTURE RECESSED DOWN LIGHT RECESSED W,ALL \1\1 ASHER EXIT LIGHT SUPPLY AlR DiFFUSER LINEAR SUPPLY AIR DIFFUSER RETURN AIR DIFFUSER SMOKE DETECTOR AUDIBLE ALARM FIRE ALARM/STROBE · FIRE SPRINKLER HEAD lJf'JLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED VINYL COMPOSITION TILE VERIFY IN FIELD VERT lCAL WITH WITHOUT WATER CLOSET WORKING POINT WITH RESPECT TO WELDED WIRE FABRIC Storage (Existing to remain) Exam 2 (Existing to remain) Lab Equip (Existing to remain) Office 1 (Existing to remain) Office 2 (Existing to remain) Provide new stainless steel countertop at 34" above floor with support brackets at 4'-Ott D.G. max where no base cabinets. Maintain required ADA clearances. Relocate existing mass spectrometer by tenant 24"W x 32" 0 x 46"H. 50 lbs. Tenant provided refrigerated blood sample storage unit. Provide new 20 amp dedicated circuit. Coordinate with UPS and equipment requirements of tenant. Provide new UPS power supply with alarm and phone notification in event of power loss. Provide new building standard single bowl stainless steel sink with goose neck faucet in 2411 building standard sink base cabinet Provide cut sheet of sink and faucet to tenant and building management for approval prior to purchase and/or installation. Maintain clear floor area at door for ADA compliance this area as shown. I! II II Provide new building standard locking hardware. T yp;cal of {2} loca t;ons. Key to building master system per property manager instruction. o.C. wi wallboard each (3 metal stud standard or Secure wall track to floor Provide new building standard 36H base cabinet and 36" wide by 12" high upper cabinet this location. Provide new non-skid ceramic tile floor and matching cove base throughout Lab Room. Color by tenant Provide cut sheet and sample to tenant and building management for approval prior to purchase and/or installation. Relocate existing centrifuge this area - by tenant Building standard base ( ) << TYPICAL PARTITION o ~L~~~ ~;PE PLANS Wheat R.dge Building Department Approved ~ I 'L Vafidlty of 6 ".'it: he suance of a permit or approvll of plans, specification, and com atJon . all not be a permit for, or an approval of, any violalion to Per ~ of the prOVIS 101)1 of the building code or of any City ordinances. mils to to VIOlate or cancel the provisions of the other ordmances of the shall not be \laUd. r~OTES REFLECTED CLG PLAN Location of new wall cabinet Relocate existing 1i~1t fixture as shown I 10 FLOOR PLAN L~~-~CAL~~~8"_:_~ _ON. _ ....... ... ____ _____ __ .___ _ ~_______ ..._______ ------- --- --~----- I I r i I 1 I I i I I I I I I I I I I I I / I j I I I I 1 I 1 Plan checker I I 1 I I I 1 I I I I ~ ~ --- -~~- --.._-~.._----~-- ------ --------- ----~.._-~ -~--~j APPROVED Subject to Field Inspections Signed: REFLECTED CEILING PLAN SCALE: 1/811 = 1/_011 ~~- ~~---~ --~-- -~-- - ~-- ~ ----~------ --- - - ~ ~ I.. .... <<S(J) CD Um .S; 0- <D.9- 1O~a:U) WZ .!! -- > <C '3 ~ O-.-J (/)""00... LL(V) (/)(W) o ..- 0 "" ~co o u --.I W C o ~ w a: a: w I- Z w U ~ ~ -> a..m :c COo: () 'i=.... 'I- <<I o CD wC ~3: CD I.. U --.I <( U - C w ~ C -, I- i ! I I I ! I I I I ! i I ! I I i I I .J I I I I I I i I I i I I I I U) Z o f- <C > W a: ro ro <CU) ",,-.-J <C f- f- WW WD I U) "" Clear creek Office park - SUite 560 COVER SHEET I ABBREV. I PLANS SHEET NUMBER: A -1.1 ~<~") \/\.1 l',._J'. 1X5ZI. " ~ COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 8/0(;. /;,/5/'. ,t/,c..,..,$vS/A/E55 C/l, Job Address/Permit Number: ,/.251 10/"/'",r: sr s..,rt ;:!,RD ,41'J')!OVfD o No one available for inspection: Time /. ?5 AM/PM ..--..,.-.., Re-Inspection required: Yes CliO--"- *When corrections have been made, call for re-inspection at 303-234-5933 Date: .:/~".'/"s . / Inspector:/ ke--- DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Bmil?'''''''? "c4? ';::;'j? ~/&' Job Address/Permit Number: ,,/;1S/ k,,d},,,,/;' 0"< >r. .3'YL> ;/A"RbvrD . o No one available for inspection: Time AM/PM Re-Inspection required: YesC. ~~.) *When corrections have been made, call for re-inspection at 303-234-5933 Date: ~ '9 }/; Inspector: ~,;" ~ .:.; /~ , DO NOT REMOVE THIS NOTICE ___.m _-'--.--..__.___..___....__ COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: B.,1 014/6 OVS-;? , ~~ <.'10 Job Address/Permit Number: ~2.9 v,;J/,v/{ <;"1"", ST-.::< SD A;J;J;.'/JVfD D No one available for inspection: Time AM/PM ---', Re-Inspection required: Yes ~) *When corrections have been made, call for re-inspection at 303-234-5933 , Date: ;1/ :?,)"" Inspector: z:;~ / DO NOT REMOVE THIS NOTICE John Schumacher From: Kathy Field Sent: Friday, February 08, 20089:24 AM To: John Schumacher Subject: 4251 Kipling SI. I have received the following business license applications for the above-referenced address: Portland Systems, LLC Suite 250 Marketing & Sales No start date listed 22 employees Senex Foundation of Denver Suite 340 Management Company Business Started 1/1/08 5 employees Do you want to check these out? Id -- I Kathy Field Administrative Assistant Community Development Department City of Wheat Ridge 7500 W. 29th Avenue Wheat Ridge, CO 80033 Voice: 303.235.2846 Fax: 303.235.2857 Email: kfield@ci.wheatridge.co.us Website: www.ci.wheatrldge.co.us 2/8/2008 Page I of I INSPECTION RECORD 'tWc~ 7500 W, 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-.3855 ;2F5s- cr Inspection Line (.3ll3J 234-5933 Inspections will not be made unless this card is posted on the building site 24 Hours notice required for inspections 2 Job Address I Building Permit No. Owner Contractor' Contractor Address Type Occupancy INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB FOUNDATION INSPECTIONS DATE APPROVAl DISAPPROVAL INSPECTOR COMMENTS: INmAlS Footings/Caissons Stemwall Reinforcing or Monolithic Weatherproof I French Drain Water/Sewer Service lines POUR No CONCRETE UNTil ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR 8ectrical (Underground) Plumbing (Underground) Heating (Underground) ~ Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Electrical Service I/) A!J ,1A Rough Electric ~d' 1""); Rough Plumbing Air Test Gas Piping Rough Mechanical Framing /ie' q~ - Rooting ~ Insulation Drywall Screw 054-1 >YJ / - .....q /I r/ // FINALS IJeclricaI Gt')- Plumbing ''"'-- Mechanical ./ Frame /Interior Finish /').,"" m R.OW & Drainage Fire Department Parking & Landscaping -NOTE: ADDITIONAL INSPECTIONS / COMMENTS ON BACK ~ /'*'"' -- @> /r---/ / '~ A""'> ~ - " /- '\I ..R: L // .. r.. J\ ~ /)...! n { tIJ Ja.. I 'V~ OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER if Place in Visible Location for Inspector ADDITIONAL COMMENTS & INSPECTIONS: ()5:{//-c;? LLtEz:-7A>/c' .4.16'/7' ~t4LZS av~ ~pc,/~ 4 {F4~"7 ELL"'?"'C ,4:C,I <,~~/ ?F>7zn /~_ o Elec. 0 Plumb. 0 Mech. 0 Structural 0 Other o 1st 0 2nd 0 3rd Job Address: Pv /('//-}//A/r:;: _ )"?Z'~ ~L~~/.'/:" a/~~~//9a : ~ S;//"h/.R7 C7'?~ O~ ~/O ~ ,..?/? iL 4/ / ,A;v.<17'?'<":- ?""e<" <' I;?y'? ~/L//? (!2) ~ Lo-~CA/5 oRe-inspection fee of $ must be paid prior to re-inspection. o Blocked Access o No one available for inspection: Time AM/PM *When cotreCtions have been made, call for re-inspection at 303-234-5933 Date:r?7 ;?J' ..0/ Inspector: DO NOT REMOVE THIS NO o Plumb. 0 Mech. 0 Structural 0 Other o 1st 0 2nd D3rd Job Address: ~?/ /04-"//V~. ~"'7 ,/ ~Jt/E /J,c-/L'//'./~ / ......5~-"f'~ ~.{/c:> C/~/-="" 6'/2 ,? ~~0~~ c /U/I.;h//.')<., ~~~ ORe-inspection fee of $ must be paid prior to re-inspection. o Blocked Access o No one available for inspection: Time AM/PM *When corrections have been made, call for re-fnspection at 303-234-5933 Inspector: o Elec. o Other ;;- ;/_ft'i*7~'l/'.4L. An/ /0" "'" /.V/9~' O1/L y ~AhJ/~ /7/\/ l*A5"-/'J/-t/7 7 ~~.A" P/N'/..<:"# /,,,/.4/'/."" rJA// Y ---?~~t?I/~L'*"? 7?'f/)~V" Cl5=-O.;>--c:77 /V~,: D#YI'//AiC4. /..5' /V/77'"" aA-'"P"/~ /- ~//.CL O,.vLY'&-- /A~.....- ~ p-~ b<:/#4N' ~.. ~$//"'~orr/ /s ~......~~~/:) D Re-inspection fee of $ must be paid prior to re-inspection. D Slocked Access D No one available for inspection: Time AM/PM Date:d-f'-f.15 -07 Inspector: DO NOT REMOVE THIS N .i3.'.' t. (l. . D ~; D BUILDERS General COnlraclo/"$. Office.: (303) 778-$555.' Fax: (;303).778-85'70 .,. .'. . April 27, 2007 RE: Permit #070312 . -". . 4251 Kiplin.gSt.,Suite 365. To Whom!t May Concern: Please change the electrical contractdr on the above pennit from ProW est . Electricfo CurrentElectricContract6rs, mc. ... .. . Pleasecallme if you have any questions. Sincerely, (~J;.ri6dci9c0 . Michelle A. Paddock' 28JOW. 8th.Avenue' Dehver,Colorado$0204 City of Wheat Ridge Comm. Tenant Finish PERMIT - 070312 PERMIT NO: JOB ADDRESS, DESCRIPTION, 070312 4251 KIPLING ST Suite 365 nwa walls, carpet, paint, ISSUED, EXPIRES, relocate elec and 04/13/2007 10/10/2007 HVAC *** CONTACTS *** 303/778-8555 02-1501 A & B Builders, Inc. gc owner sub sub 303/450-7805 303/777-1234 Ogilvie Properties Allen J. Sauer James & Richard Past 06-0221 ProWest Electric, Inc. 01-7887 Pasterkamp Heating & Air Condo ** PARCEL INFO ** ZONE CODE, UA SUBDIVISION, UA USE, BLOCK/LOT#, UA 0/ Comments; BM: Pending field S. Steigleder, OK inspections. Must comply per Arvada Fire District ESTIMATED PROJECT VALUATION, FEES 308.50 200.53 .00 252.00 761.03 I i5't;. DO C b'yl $91; ,03 w/ 2003 IBC, 2005 NEC. 14,000.00 ** FEE SUMMARY ** Permit Fee Plan Review Fee Total Valuation Use Tax ** TOTAL ** It~Jtw I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other plicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. ~{);"vv ~ ---- 4 _ \ q - c:s:l- S gnature of contractor/owner date 1. This Fermit was issued in accordance with the provisions set forth 1n your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no change,s have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is ~d inspections. Signar;;.~<9f~ 4. 5. date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE, (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Building Permit Number: Community Development Department Date: 1..1- q - 07 COMMERCIAL & MULTI-FAMILY BUILDING PERMIT APPliCATION Ocid lli e... Pyope.rt1 es LJ~51 ~ St.} 'S--Je.. 34>S ft..J-f) ~ ~. '"<"""ii"~'!"':>f1ffi)~!""~:""'~'J"""'~(]1;)';'~i'" 9lAtJ -tt 0<\ - CO f6y ,.. Property Owner: Property Address: Contractor License No.: Company: Phone: 363- T7&'-?5SSS Phone: 303-41~-;i. <=tOS OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildina Dept. Valuation Figure: $1 J hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules Of regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applicaUon and that I assume full responsibility for compliance with the Wheal Ridge Building Code (I.B.C) and ail other applicable Wheal Ridge Ordinances, for work under this permit. Plans su' t to field inspection. (OWN~NEO l..ttzLci,10fl uLl. L{ -"l ~ 7 (QWNER)(CONTRACTOR):PRINTED DATE Use of Space (description): ~:c .J? ) ~s1rriJ?tion of work: ~ ~ neuJ ~) ~ w,o -.J.- HVrx., _J Sq. Ft. added 9' p . .....L Vi eC71 -=- 1I0"a BUILDING DEPARTMENT USE ONLY Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ ~ I pcu;;,+ ONING. COMMENTS: Approval: Zoning: SIC: Sq.Ft.: IRE DEPARTMENT COMMENTS:.:: I... ." Sf~'", /"hr Approval: J7vV", U' ~ DIe.. +),3/07 t:1"7"/.,?...p7 ~"'- rr~D /"v.f""~.. PUBLIC WORKS Co Approval Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: PVO~ Expiration Date: Approval: Plumbing License ~o: _ Mechanical J.icense No: Company. e/Lf':~'~ frli! ell,*- ._ ~ompany. r~ Expiration Date: 4 A- Expiration Date: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one.halfthe amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building cod~s or any other ordinance, law, rule or regulation. All plan review Is subject to field inspections. Chief Building Official ~..... ". ~.'"".."',,, '. ......,...,......"V'~'. ',,'~"'~"...' ", ....,..,....^,_'."....."/....................'-./"...^-/'/'-"..../ ...v..^~..,._,......../'-""".,,/ /-,.....~ .'v'v'."'v' ././'./'..' "'-/.v~..:",...,,_..^......r./~~./-./V"'./..'V"V<'''''''./ / ~. Date: 3/2-*2../01 ;. . -:. i. < , ~ < A Certificate of. Occupancy I Completion has been requested for: , , -:. L\~S1 \<.lPLI~~ Sr ~lt~IO ~ ADDRESS: " < ; PURPOSE QF STRUCTURE: \h~\LT ~\ & rr < <, < '. ~ Building Department Approval: > < Remarks: .. , ~ Zoning Approval: k~ < Remarks: '. , " , ~ Public WorkS Approval: , . :> < Remarks: , < , ~ ~ Fire Marshail Approval: ~ (If Applicable) , < , , , , <, . Remarks:. ~ Sanitation District Approval: ~ (II Applicable) , .. . , Remarks: :~ ~ Water District Approval: ~ (II Applicable) Remarks: , ~....... .,.y................. ....................."V"-........"'-/.v........,,^.^..,, ~.^-..........^-.................._......'- "..... ,,~.................... .......".^-.y..,....... -..^-^-....~-_.-:--. ............."'-./'v^-.'...... "V"..^-"-^-..... "-^^- .................."V'^......,...,............---"..... ~~'.......-...r.....'-. 5 > ~ ~ i :> ( / ;'. ) ! ,/ .. :> ~ ( I I i I < , I ) ;> I ~ " l I l ( I ~ ( .. .. .. .' i , < ~ ~ ~ / , > , , ., , > , , .. , : , > ~ v INSPECTION RECORD , - --- {(: ("'1/ C 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-3855 r? Inspection Line (303) 234-5933 Inspections will not be made unless this card is posted on the building site M Hours notice required for inspections Job Address 7:1"..,. I )/ ) t, /;, j ~j,'> / r Building Permit No. " 1', " 'j ir; Date Issued, Owner ..( < " , ' . f C -.- ontractor 'i-A' ~ I, ..: c:; L. ~') ( " J ". Contractor Address / ),: ,'. . '/i..c ',/'/._'. n / I . Type Occupancy ,l...t._ 'r {~~ [' il /L ... -(;. \. ( ~ ~ --, ! L /~. '\ INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB FOUNDATION INSPECTIONS DATE ApPROVAL DISAPPROVAL INSPECTOR COMMENTS: INITIALS Footings/Caissons Stemwall Reinforcing or Monolithic Weatherproof / French Drain Water/Sewer Service Lines . POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) Electrical Service Rough Electric Rough Plumbing Air Test Gas Piping Rough Mechanical Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Framing Roofing Insulation -4/ Drywall Screw Q2- '{}1 ~_OJ ~ ~/ . .J 1 FINALS L Electrical 3 6--01 ~ ~ . Plumbing Mechanical ~- g-IOI ~~ 6V~ Frame /Interior Finish 6-_~ -,,/ ".(j(~ .~~ R.OW & Drainage Fire Department Parking & Landscaping **NOTE: ADDITIONAL INSPECTIONS / COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER - "JJ,. ........~.~. 1 -~ r o (1 Q) ~Q) o (1 :JCD ~- o :J .., R~~\; g 6, ~ \, -I Iv" , , " ~~~~, ~ '~~ ~\ .~~ ~O ~ \..\~ ,'~ is: \\, ~' ,,' ~ is: N \ I t:>- \' ~~ m ~~ " " " z ~ '\;:'-1 ~I.\ . I (J) '"", (\ ""," ); i \\' r,,,,,, ;::: QO :~ '-:, ~ ~:'J ,-, _ ~ ~ ~ ; ,,', z i-.~nr~;'. en ,i\. ~'", '\ ",,' "'0 " \JI ,---V", m ~.~ '\, (') , V -I \ \ - ~~' ~ ~ '~ :\~, ~ ". . ~'. \;, " ~ :J CIJ '"C CD o f"'+ o .., - COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 1-25/ /<'/.PL/N6 ST &/40//>'-6' "c;:/II'~ I.... ,4',c,q.7/^/&, ~U~y* /.. <} D.4H~L '1' Nt?T" /hMP/~ <!!J rJr77r'~ .3/6 I 2- > ;t=u/0l'{-:'?7V/Y RA/"'X //p L/~~/V'"6 /~*rJ/)M;JPj.., ~ ;X// ~ /:'bR/?/./)t7A! -;~~~~];;:S-~~ ~>, ~/:. .hY APJP?/?,-)//r.7) ~~/)"5 ~/??/177~J/I/ ~I/",s;: ce-7LhV;C'-. 5:...> R'~Ul Vyr-:;O bLA<;C;- /\/0'7 " //II5'fi9LL/'57"J g ~L5P'7?dAl~ ,?,? /j:?f4.L/.I'?ZJ /.,' A/!::?7 .4#h'..c:?2F . ~0!.' LEh//l// //V (7?"~.cL 3/<7. -' When corrections have been made, call for re-inspection at 303-234-5933. Date: /tf - DO NOT REMOVE T IS NOTICE Inspector City of Wheat Ridge Comm. Tenant Finish PERMIT - 060910 PERMIT NO, JOB ADDRESS, DESCRIPTION, 060910 4251 KIPLING ST suites 300 and 310, new walls,carpet, ISSUED, 09/26/2006 EXPIRES, paint, lights, hvacdif *** CONTACTS *** 303/860-0828 303/864-9774 303/733-7248 02-1560 LECH STRATEGIES gc owner sub New Clear Creek LLC 01-8137 Intermountain Electric, Inc. ** PARCEL INFO ** ZONE CODE, UA SUBDIVISION, UA USE, BLOCK/LOT#, UA 0/ Permit Fee Plan Review Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED PROJECT VALUATION, FEES 417.70 271.51 1,~:d~ If;:i~ DJ IN II Z1". &- ( 20,000.00 ** FEE SUMMARY ** Comments: CR, OK. Subject to field inspections. Must meet 2002 NEC. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I ass full responsibility for compliance with the Wheat Ridge Building Code (r.B.C) and all other applicable Wheat- ces, for work under this permit. Plans subject to field inspection. Sign ture of c wn / 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. rf this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (I) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty~four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan is ect to f1 inspections. Signa date INSPECTION REQUEST LINE: (303) 234-5933 BUILDING OFFICE, (303) 235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Community Development Department COMMERCIAL & MULTI-FAMILY BUILDING PERMIT APPUCATION f ':: ';"',:":"'::iSri',: ."i!\M:ir:1\'i;li;::*,1i;F:'i?',~J~S;':':'i"~li~~~i~i':~"":J~1 ~iJ '6j.. f~ Olo... bl10 . , Building Permit Number: Date: Property Owner: AI f; t,J c(, "ftE c.e.l:. t''''' / Co to C Property Address: 1"2 S / ;<:';1'-'- '""'<7 r:r- Phone:.3 -8G'l"-9r-7~ Contractor License No.: Company:? ZC./f- S=--',.,.-zc,;;.,''' S /~L _ Phone: 3 -ec~- "J??-"f OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Bui/dinq Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applicaUon and that I assume full responsibility for compliance with the Wheat Ridge Building Code (IJl.C) and all other applicable Wheat Ridge Ordinances, for work under this . I s subject to field Inspection. Value:$ ZO,..dD D Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total: $ (QWNER)(CONTRACTOR): SIGNED DATE CY/i~/o6 (OWNER)(CONTRACTOR):PRINTED DATE Use of Space (description): Description of work: Tz:*"''''r>7'i r7/>Zs;f- 7<'.n... ~,~s ;300;' 3/D CO,..., "'- "y',. Iv v-//f2.-'-- S' / "'-'-'Tnt" s:.,-- P />0-""'" _ ~~<j> C. Sq. Ft. added ?)? /-I'rS ; O/ll:. /-If/4C- f).',...-;r-....SE:-rL.. BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONING COMMENTS: Approval: Zoning: BUILDING COMMENTSb~ Approval: PUBLIC WORKS COMMENTS: Approval: IRE DePARTMENT COMMENTS: Approvai: Occupancy: Walls: Roof: Stories: Residential Units: . Electrical License No: Company: --7,..,rl:...-",<"<",.,~,,, "EG,-t:ci7Z"lc..-- Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was. issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of onewhalfthe amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exCeeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the n<ltural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (~ +) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with succes~ ive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building cod~s or any other ordinance, law, rule or regulation. AU plan review is subject to field inspections. Chief Building Official Division of Fire Prevention p...RVAD-4 I1f~i' lJJ i.D M,'''c" ;:) ~~1911. U ~~~12:;& lS> Arvada Fire Protection District Date: 9/19/06 Reviewer: Sparky Shriver Project Name: Clear Creek Office Park Address: 4251 Kipling Street Unit # 3rd Floor Construction Type: Existing Square Footage: 4,082 Building Height: 60' Basement: NA Occupancy Classification: B Occupant Load: 40 Sprinkler System: N Fire Alann System: Y Extinguishing System: N I) Egress illumination shall be subject to field inspection. Additional units and signage may be required. IFC 03 2) Exit corridors and openings shall be installed in accordance with the Building Code. 3) Additional audible fire alarm devices may be required. 4) Fire extinguishers shall be a 4-A rated 10-lb ABC dry chemical type, fully charged with current inspection tags, mounted not less than 3 feet nor more than 5 feet from the floor to the top of the mounting bracket. The required number of extinguishers and mounting information shall be provided prior to final inspection. IFC 03 906.3 Amended. 904.] 1.5 5) Any code requirements arising from construction will be addressed. 6) Twenty-four hours notice required for all tests and inspections. Please contact the Division of Fire Prevention at 303-425-0905 X 212 to schedule inspections and tests. 6503 Simms Street . Arvada, Colorado 80004-2607 . (303) 424-3012 . Fax (303) 432-7995 3~1 3~2 303 304 3(Z)5 .3~6 .3~8 3~9 31~ 311 312 313 314 315 316 311 319 .31.t'1 .31.t'1 .31_~1 .31_~1 3'_~1 .31_~1 .31_~1 .31_~1 .31-t'1 .31-t'1 .31_~1 .31_~1 31_~' .31_~1 .31_"1 31_"1 .31_t'1 -===:::J ~ I I ~ I I ~ I I cr I I DOOR AND FRAME SCHEDULE DOOR SIZE 'I_~I '1.01 '1-01 '1.01 11.~' 'I.~I ,1_t'1 ,1.t'1 "-01 '1.01 '1_0' 11.0' ".~I ,1.t'1 ,1_t'1 'I.~I ',.01 1 3/41 1 3/41 1 .3/4' 1 .3/41 1 3/41 1 .3/41 1 .3/41 1 .3/41 1 3/41 1 3/41 1 .3/41 1 3/41 1 3/4' 1 .3/41 1 .3/41 1 3/41 1 3/41 5.C.wOOD 5.C.WOOD e.C.WOOD e.C.WOOD 5.C.WOOD 5.C.WOOD 5.C.WOOD S.C.wOOD 5.C.wOOD e.C.wOOD e.C.WOOD 5.C.WOOD 5.C.WOOD 5.C.WOOD S.C.WOOD S.C.wOOD S.C.wOOD NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE 4J -------- e--tp==__~-___~-__~j-~- ------tf~------0 TIMEL Y TIMEL Y TIMEL Y TIMEL Y TIMEL Y TfMEL Y TIMEL Y TfMEL Y TIMEL Y TIMEL Y TIMEL Y TIMEL Y TIMEL Y TfMEL Y TIMEL Y TfMEL Y TIMEL Y 2~ MINUTE 20 MINUTE HARDWARE SET LOCK5ET <<CLOSER LA TChJ5ET LA TCH5ET LATCH5ET LATCHSET LA TCH!5ET LATCH5ET LATCH5ET LATCH5ET LA TCH5ET LA TCH5ET LOCK5ET 4 :CL05E~ LATCH5ET LATCH5ET LA TCH5ET LA TCH5ET LA TCH5ET NOTES Exr&tln~ to remarn EXi&tina to remain D Exi&tin~ to remain Exi6tinCl to remain EX i&t ina to rema in Existrn~ to remain Exi6trnCl to remain Exi&tina to remain Exr&trna to remarn CODE fNFORMATfON DE51GN CRITE~IA L 15T: A) OCCUFANct GROUF 6) TYFE CONStRUCTION C) LOCATION JF PROFERTY 6U51NE55 GROUF 6 II (TWO) 4251 KIFLING STREET W~EA TRID6E, COLORADO D) 5EI5MIC ZOt'tE I (ONE) E) SQUARE FodlT AGE/ALL OUJA6L E AREA (TENANT FIN/S~ AREA UNDER T~IS CONTRACT) SUITE 3~~ - J,~4S OF SUITE .31~ - 2,131 SF ALLOWABLE AREA 15,~(I)(I) of PAr;eTIAL 5PRINKLER5- 5T AIR TOWER TO FIRE ~OeE CABINET ON EAC~ FLOOR F) Flr;ee: 5FRINKU,ER5 G) HEIGHT AND NUMBER OF STORIES ~) OCCUPANT LOAD se>' BUfLDING HT/E> STORIES (TENANT FINI$~ AREA UNDER T~I$ CONTRACT) 5UITE 3~~ - I~ FEOFLE 5UrTE .31fZ) - 21 PEOPLE I) LAND USE ZOr1e J) CODE EDITIO~S USED INTERNATIONAL BUILDING CODE 2e>03 K) WIND LOADS N/A 1) 5NOW LOADS N/A CONSTRUCTION NOES 1. EXISTING SIN', COUNTER. CABfNETS TO REMAfN. 2. REMOVE EXI)TING WINDOW 4 FILL OFENING WITj..J CONSTRUCTION 1 TO MATCj..J E~15TING WALL. .3. REMOVE EXI~TING DOOR, FRAME 4 l-iARDWARE, AND REUSE Wl-iERE P05516LE. 4. REFINI5l-i EX&TING ENT~Y DOOR 5. RELOCATED Sf DELIGHT TO BE fNfSTALLED AT FOSITION SHOUN. Cf ~ r j 0~~J.;.~fOR GYFSUM eoA~ FA~ITfON cr I I I -tp=-------~-~- I I I I I I I I F I I I I I I I I F I I ------------~---------_J I I I I I I I I I I I I I I I ii I I I -------- m-- -, --------- I I I I I I I I cr I i T I I I I I I I I r METAL ROOF OR FLOOR DECK / Ii 'c.c . Ii i I: r . i i i : ii, ACOU$Trc CEIUNG TILE / -- ~11t TYPE IXI GYPSUM BOARD :~ EACH 5IDE-C:::::::= ~ 3~" 25 GA. METAL ~ ~ STUDS 6241 O.C.---- ~ i i i i ! ! i! i I .... '. 25 GA METAL RUNNERS TOF 4 60TTOM eulLDrNG STANDARD RE51UENT BASE", '\ .. 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E.4 REUSE ELECTRICAL CAFACITY FROM DEMOLISHED RECEPTACLES FOR NEW RECEPTACLES. lC.J I I 11 I I I ~ i if----ir---@ I ~r I ELECTFeICAL NOTES ;:::::=;:;=1 _ _ _ _ r- r- OFFICE 1~lil I I r I , I r I I >-1- - --$- I c D C. ~ ~ ILJ \j TELEFt-+ONE / ELECTRICAL 5YME30L5 LEGEND @= DUFLEX ELECTRrCAL OUTLET - EXISTING @=N DUFLEX ELECTRICAL OUTLET - NEW €ID= FOURFLEX ELECTRICAL OUTLET - EXISTING: =$=N --- FOURFLEX ELECTRrCAL OUTLET - NEW TELEF~ONE/DAT A JUNCTION 60X- EXr6TrNG ___N TELEFt-IONE/DATA JUNCTION eox- NEW D =8= SEFARATE CIRCUIT ELECTRICAL OUTLET- SEE PLAN FOR FOWER REQUIREMENT -------------- -@ r NO. REVISION DATE (fJ [( w r- r- ~ w (J ~ 0.. (fJ ~ CI: 0 <( 0 o..~<( wwCI: uwo -CI:-.J LL~O ~rnu ~... C!) W~ WZ(!) W:JO CI:o..- U-CI: CI:~~ <(~~ WLOI -.JC\J> u~> ~ ~ CD 0 I co (VJ CD .--. 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(fJ z 5 <( a: o - --- - --- - --- - --- ---- I I ------------- I ~-@ i DRAWING NO, A = 3 I COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 421)/ k!PL//\/C 57. LJRY/,dA// /, '> 0ORc2u.$ /Vor CClH,o~ . O/~ 77:J.-4*",u.D /A.//7""'# r6/t/,cOr)A/<:l BUT HbiS./* "cSe- Rr- -/M::~> j~ OA/' os,..?;';./')<;; When corrections have been made, call for re-inspection at 303-234-5933. ~~ Date: Cl5-/9- 0:5 _ _ , , Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 4251 KIPLiNG 5-r~E.E1 ELEC."'RICAL RouGt-t I. ~ ~-rFr":'r MC rPIRI F 11/4" rRt::lI'4 E..OGE O~ 571 If") loP R..ATES Iff~ou6-H -au"". 1 . 2.:> Pbx / Co,..J[")(lr:'rOI< NA"'" '/>PM .tJA""TP':Q I DO NOT REMOVE THIS N Inspector When corrections have been made, call fo 303-234-5933. Date: cJS- /1" {J 5 BuildingPermit CTIY OF WHEATRIDGE 7500 west 29tH Avenue Wheatridge, CO 80033 303.235-2855 Permit Number - 18712 5/13/2005 Inspection Line 303.234-5933 Commercial Tenant Finish ~ROPERTY 4251 Kipling St OWNER: New Clear Creek LLC Unit: 22o,Z40, Z-5"O (303) 860-0822 Description New CaIpet, offices, electrical & paint; HV AC as is 1 IPaid 1$180.00 1$153.21 1$235.70 1$568.91 I 1 IPhone 13038600828 17337248 1 1 IApproved 15/10/2005 15/12/2005 ~ I IDue 1$180.00 1$153.21 1$235.70 1$568.91 1 I ILicense # 121560 118137 1 1 INotes Isubject to field inspection Isee comments IFEES IFees luse Tax IPlan Review Fee IPermit Fee ITotal Fees 1 ICONTRACTORS IName ILECH STRATEGIES Ilntermountain Electric. Inc. 1 IAUTHORIZATIONS IType IBuilding Approval IFire Department Approval Units, Occnpancy' Wall", Roof: Stories: Sq Feet: o I hereby certify lba. the lIdbadl. diltliaeu proposed by tbh pmnlIlppUutlon are Iftarate, 'Dd do Dot vioblce .pplkable ordIn.Illca, I'1IleI or repIadoDs of tile CIty or Wheat RJd&e or tI, euements or restrktIou of rd; Ibt.n meuurements Mowa. and aIkptloDll made are aeeun.te; till. I Ilan relId ad aaree to abide by all_dldoDs P oalh pplkalioll, and tILIt I run rapoasfbUlly for 1;0 die WlM:at R1dp BuiJdjaC Code (V.B.C.) and aD other appBub" Who. IUd. r-work un thIJ perml -05 - (0 SIGNED DATE Thb penatt wu laud In . with the provlalont let forth ill your Ipplkatkm aDd illUbJect to the law. of the State of Coaon.do and Ie tile ZoabIa RepJatlou IfId BaiJdbll heat Ridp. Colondo OJ' Iny olher applkable ord....tes oftbe City. TIIlJ pennlt dWI tllplft I the work authorized II not commenced wfthla sh.ty (60) days from Issue date or (B) the balldincauthorb:led 1I1hdptJ1ded. or aballdoaedforaperiod 20daYII. 3 If ihll permit exptra, a new permit may be aequlred for . fee of 01le-haH' the amount nonnally required. provided ao ebao._l&ave been or wiI be JUde Ia the orI&iD&l pWu Ind lpCdfIudo.s and uy suspos.lon or abudonmalt has not tllCeeded one (1) year. If clIances are made or If~ or abaDdo_t tllceecb Olle (1) ye.... fu.II fees man be paid for a lIew penult. 4 No work ora.y manner sha.Il be done ihat will clIlDce the natural flow of water caWllll, a drafaa.e problem. S Contraetorlllall IlOdfy tile Bulldtal lnJpector tweAty--fou:r (14) h01ll1l1a advance for aOiaspectlonsaad shaD receive written apprGvalOJl. ~ card before proeeecUalwllb_elSfftph_oftheJob. , The ...ce of a pennlt or the approval of drawinp and JPtdfiudons shaD not be cOJtJtrued to be a permit for. aor an approval of, a.y riolatlon of the ~:;~~_ww,,",,..,,,w.'mn. ~ '5-G ~ -- ~ SU;NmDATJ: Friday, May 13,2005 Page 1 of 1 ~' WHE<,,, ~ / ~ " - <- u ~ ''0(00.,.,\)0 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Building Permil Number: Date: Property Owner: /lit v C" <";In. C"" '" '" "" Property Address: 4 2- S- ( ~ ;(" '/. , '" e;, Contractor License No.: .u.-c.. S;--- w,-f<-'r"7,Z,I:J?/ <:. Phone: 3 - 8"'O_082.-e Company: L ~ c- tf- 5'~~0,'(S ~c:. -- Phone: .!3 ~ [}<&5c? - 08 e- 12', OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildina DeDI. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate applicable .ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; that an measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances. for work under this permit. Plans subject to field inspection. (OWNERHCONTRACTOR), SIGNEll., ~ --?~ DATE S-;;.ybs (OWNER)(CONTRACTOR):PRINTEO ..("';-$4).#/'"\ L- Ec..c,?1".....DATE S-;/c-/O.:. Value:$ I<!j,CC>o Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ US8ofSpace(description): c;rn'c L - f3 vlS,'"CS 5 Description of work: Nr", C~ E'T C)F7'7'c-,< s ~"-.,c /-n,'<4i- pA-7^-V- H-V!tL. 'I-:S"-.JO" sl' ,.. , Sq. Ft. added BUILDING DEPARTMENT USE ONLY SIC: r Sq.Fl.: ONING COMMENTS: Approval: Zoning: UILDING COMMENTS: Approval: ~.G'./ Lee?" 7& ,ch-z 0 ~MAY /^,J~n~A..Ff' (!.J~ __ I n 7005 -----.::..::..:.:.., BLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: ccupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Dale: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and BuUding Codes of Wheat RkJge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authotiz8d is not commenced within sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspens~n or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No woo1< 01 any manner shaH be done that will change the naluralllow olwaler causing a drainage problem. (5) Conlracfor shall notify the Building Inspeclor twenty-four (24) hours In advance lor all inspections and shall receive written approval on Inspection can:! before proceeding with successive phases 01 the job. (8) The issuance of a permit or the approval of drawings and specifications shaH not be construed to be a pennit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan revktw Is subject to t1e1d .napectlona. Chief Building Official Division of Fire Prevention ~P.VADA, Il.~. ""I" W -Q~ ~ I ., .,' ~ -...J ~ ' 1911 \ () ~~~ ~0 Q; Arvada Fire Protection District Date: 5/12/05 Reviewer: Sparky Shriver Project Name: Clear Creek Office Park Address: 4251 Kipling Street Unit # 2nd Floor Construction Type: Existing Square Footage: 5,572 Building Height: Existing Basement: NA Occupancy Classification: B Occupant Load: Sprinkler System: N Fire Alarm System: Y Extinguishing System: N 1) Egress illumination shall be subject to field inspection. Additional units and signage may be required. IFC 03 2) Exit corridors and openings shall be installed in accordance with the Building Code. 3) Additional audible fire alarm devices may be required. 4) Fire extinguishers shall be a 4-A rated 10-lb ABC dry chemical type, fully charged with current inspection tags, mounted not less than 3 feet nor more than 5 feet from the floor to the top of the mounting bracket. The required number of extinguishers and mounting information shall be provided prior to final inspection. IFC 03 906.3 Amended. 904.11.5 5) Any code requirements arising from construction will be addressed. 6) Twenty-four hours notice required for all tests and inspections. Please contact the Division of Fire Prevention at 303-425-0905 X 212 to schedule inspections and tests. 6503 Simms Street . Arvada, Colorado 80004-2607 . (303) 424-3012 . Fax (303) 432-7995 ()t)- 0.:1 'I Permit # ARV ADA FIRE DISTRICT 6503 Simms St. . Arvada CO 80004 303-424-3012 . 303-432-7995 (fax) Contractor Infonnatlon Name: .:t.. rc U <;-n?: j...... tc.. r s .:J:.., Agent Address: 1"10:> .</lrA '''-'~ .r- <;u : -;- t" ':100 .J~A,";.. ,'L Phone: 3 - e6c.: - c 82,Q, Site Information 42'S I ~'r"".L...'~'7 \..---- //"" (, "7\ln r'/?'CC/'" ,,-,- S';-1!, _, ,H/'l L- reM /) f" A. I Address: Business: Contact: Phone: 3 - 8e>c - 0 az. e I attest the above infOl'lTlation to be accurate. I have received and reviewed the Inspection Compliance and the Fee Schedule. This pannit is the property of the Arvada Fira District and is issued subject to conditions contained herein. Upon any failure of any condition including failure of clearance of any pannit payment. this pannit is subject to immediate revocation and the penn it must be returned upon demand to a r~sentatlv,,'of the Arvada Fire District. Signature of Applicant~ ~ L.~:/~ -.::::--' NOnCE: If constructlon la started prior to the Issuance of a permit, THREE (3) times the nonnal teeI will be aa_. INSPECTION BY FIRE DISTRICT REQUIRED? YES NO Pos! this perm. In a conspicuous place. Rsquest required inspections a minlmllTl of ys in advance at 303-424-3012. TYPE OF PERMIT FORMULA(_laa schadula a_) No. of Tanlcs = S Valua= Valua= S VaIU8= Valualion= / 00 Valualion= FEES Tank RevlewAlann RevIew RevIew MIsc. RevIew Plans Plans Plans Plans or Use Plans Data Paid Aml Paid Melhod Initials TOTAL FEES DUE o Total Building DNew B Alteration Partial Other 7 F/">A.^"'-- -T ,""" "II" 1'r1 1:/"1 T ,s Field Inspections and Dates: Hydrostatlc Tests and Dates: Comments: FIRE DISTRICT APPROVAL IS REQUIRED PRIOR TO THE ISSUANCE OF THIS PERMIT. ~ Cond~r~~m~ments.)J \ By $, I __- Title _". ~..l._ Date 5J\~J^~ ~ , TYPE OF PERMIT FORMULA (_laa schadUIa shaat) FEES Tank I No, of Tanlcs = RevIew AIann SVlllBm Plans Val.- RevIew~System Plans System Val.- Data Paid RevIew MIsc. System Plans System Val.- Amt Paid RevIew BuiIdlng Plans Valualion= Me\hOd Spacial HandIlng or Use Plans Valualion= Initials , TOTAL FEES DUE A I V A D A F I I H D I S T I I C T p H I 11 I T ~' ~H<'T;> , , ~ " - " U ~ cOl.OR",ffi COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Building Permit Number: \ eB I Ie, Date: Property Owner: Li ~'S I K ; p I, 11 Sf Property Address: Lt ~Sl 1<. p It "1 .;,t I t-.lh.... ~ (,.\," I (0 "3ro 3 3 Contractor License No.: .?-153--?- _ Company: E~ L~ltl ('n'!;-, pi, ,1 ~,C Phone: .3'03 -'db '-i - '177 ~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phon., I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances. rules or regulations of the City of Wheal Ridge or covenants. easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by an conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building C (U_B.C) and all other applicable Wheal Ridge Ordinances. for work under th}s rmit. Construction Value:$j;" 00 () I Permit Fee:$ Plan Review Fee:$' Use Tax .~ Total:$ (OWNERKCONTRACTQR): SIGNED / DATE I fk, O~ ~.6??,e-.Z> .L. ~ //CJe, - 30,"3. 8/,{.2-1?6 (OWNER)(COHTRACTOR):PRlNTEO Description: (.O\O(",j "'j Of' C\rJ pit<" "",,,, he-; /h"j C.,b.M+ (.<;,-\10 ,.1 -II-.> <-t(\ e.X,:;,-l, ,1.1 Df e 4\);.00'\l'(Y! , Sq. FL added BmLDlNG DEPARTMENT USE ONLY ON'NG COMMENTS; Approval: Zoning: BUILDING COMMENTS: Approval; PUBLIC WORKS COMMENTS: Approval: ccupancy: Walls: Stories: Roof: Electrical License No: Company: Plumbing License No: /'-'/ f\ Company: Expiration Date: Approval: Expiration Dale: Approval: Tf,vC? ,fi\',UO,';c'0( di'~~ AT i T ~U it< 1t\~IJ, +\.-\ b.,lt111 SIC: Sq.Ft.: Residential Units: Mechanical License No: tJ) A Company: . Expiration Dale; Approval: (1) This permit was issued in -...<>0"",,,,,,-, the provisions set fC01h in your application and is subject to the laws of the Slate of Colorado and 10 the Zoning R~ and Building Codes of Wheal Ridge. COOado or any _ applicable ordinanc<l$ ot the City. (2) This permit shall expire if (A) Ole work aulhorized ts not commenced within sixty (60) days from issue dale or (8) the buiiding aulhorizeel is suspended or --.eel for a period 01120 days. (3) K!his permlI expires, a new permlI may be aoquinod to< a tee 01 one-haIfthe amount normaIy required. provided no ehanges have been orwill be _ in the original plans and specIficaIIoI. and any~ or____ _ not exceeded one (1) _. If ehanges have been or W~ or __........Iexceecls one (1) _. full lees shall be paid for a new ~ (4) No _ 01 any manner shaI be done lhal wiI change the natural _ 01 water causing a drainage problem. (5) ~ shaI ~ the Building Insped..- twenty-lour (24) hour$ in advance for all inspections and shan receive written approval on inspection card before proceeding with successive phases 01 the job. (6) The issuance of a pennit or Ihe approval of . and specifications shaH not be construed to be a permit for. nor an approval of, any violation of the provisions building codes or any other ordinance. law. rule or regulation. ~OfflCial ~c FI8ERTOWER PROJECT MANAGEMENT I DATE: LANDLORD: I DATE: AWS IMPLEMENTATION MANAGER / DATE: AWS OPERATIONS MANAGER / DATE: AWS PERFORMANCE ENGINEER. GSM / DATE: AWS PERFORMANCE ENGINEER - TDMA / DATE: DRAWING INDEX REV. FTMC0100061.T01 FTMC0100061-C01 FTMC0100061-C02 FTMC0100061-C03 TITLE SHEET ROOF" SUITE PLAN ELEVATION ELECTRICAL DIAGRAM" ANTENNA MOUNT (iL ... L · The Lyle Company 3140 Gold Camp Dr.-Suite 30 Rancho Cordova, CA 95670 JRH PROJ.I6259 FiberTower SITE NUMBER: FTMC0100061 SITE NAME: 38TH & KIPLING ATAT AWS SITE NUMBER: C032 AWS SITE NAME: 38TH" KIPLING DIRECTIONS FROM 1-25 ANO AURARIA: TAKE NORTH TO 1-70 v.l"5T. GO v.l"ST TO 1-70 TO KIPUNG (EXIT #267, HWY391). TAKE KIPUNG SOUTH TO 4251 KIPUNG ON THE RIGHT. CLEAR CREEl< OFFlCE PARK. 2 2 2 2 VICINITY MAP c---'" n..~.....p )il i (....1.)'-. 39th )\1' ~,\(/ ,I ')~-~'~l;:"'''LI~'''' --..c'ru.-o..---,r; "'''Q2nl :::In.....,~,..,......,~ J'l~.'-' I : I, ,,,,~ I 0, c. I' bl v i 'I L" ,.gf">"',i~' tl'i A/E .. . 'J '.jj 'I'C-i ' d---~J ,. ,I , l' '~. I . I! ifl, ..:~ :.~ 'I,O!' I lil-=--::"l n'~ 1-;''-1 IU'I i"'; L ,~",i, CON. c...::' 'lIl---.-----Il? ,~~ _.. J ,g-----jU'!3': n \. v.l fil~ ,I SAC -"---~, ~5-r+-~ fS;-.3 ~---J, ~ -:g ,-~ <If'":- t} " _.~. __ ~..!!....,.... \,- ;"F- ---J - _ l)"' 4i [, - t.li- - \ r, _.....~ ~ ,. .. "', \'...,<>-~ /"- - "'_ ~~,> L . t;i<lr";>C:o;'t~~ '. r:l~ SCOPE OF WORK, SITE ADDRESS: PROPERTY OWNER, CONTACT PERSON, APPUCANT: LATlTUOE, LONGITUOE, JURISDICTION: CURRENT USE: PROPOSEO USE, PROJECT INFORMATION AN UNMANNED TELECOMMUNICATIONS FACIUlY CONSISTING OF CO-LOCATING ON AN EXISTING 8UILDING WITH 2 MICROWAVE OISH ANTENNAS ANO THE PLACEMENT OF AN EQUIPMENT CABINEr IN THE AT&T SUITE. 4251 KIPUNG STREEr WHEATRIOGE. CO 80003 AMERICAN TOWER CORP. 3411 RICH MONO AVE. SUITE 400 HOUSTON. TEXAS n046 F18ERTOWER ~ ~ls~g;rrCA '1~~37 39.775556 -105.110556 JEFFERSON COUNTY TELECOMMUNICATIONS FACIUlY TELECOMMUNICATIONS FACIUlY SITE QUALIFICATION PARTICIPANTS ~ GABE C088 t.fARK MIu.ER RYAN PETTIJOHN COUPANY JRH ARCHITECTS F18ERTOWER F18ERTOWER 38TH" KIPLING SITE NO. FTMC0100061 4251 KIPUNG STREEr WHEATRIDGE. CO 80003 FiberTower 2 12/14/04 ISSUED FOR CONSTRUCJ1ON 1 08 j ISSUED FOR COHSlRUCT1ON B 08/01/04 ISSUED FOR RE.W.W o os 04 ISSUED FOR. CONSTRlICTION A 05 04 ISSUED FOR REVIEW DAlE """""'" 185 8ERRY. SUITE 4800 SAN FRANCISCO. CA 94107 SCALE 18- SHOWN DESIGNED In': GRC GIlC so so 1U so so II' so so II' so so II' so so f1f CHI( DRAWN Br: '*" llllldaEB (972)-385-8292 (972)-437-2057 (214)-684-3863 Ha;.J NO. 4178 SANJAY AGRAWAL, P.E. CDNSIL1Illl _ lB2S WMKEr CENTER BCIUI.LVMD sum e2G IW.I.AS, m<AS 752Cf7 F'tI:214.7eD.7OOll F-=214.7ID.7050 TITLE SHEET -- TOl RtV 2 NEW 2' MICROWAVE ANTENNAS TO BE MOUNTED ON VANCQMM ADJUSTABLE NON-PENETRATING ROOF MOUNT MTS PART I VC-GMG-3 or -6 (AS REQUIRED FOR ACL HEIGHT) ~ N ~ AlC UNIT ((tL.'#L.. The Lyle Company 3140 Gold Camp Dr.-Suite 30 Rancho Cordova. CA 95670 JRH PROJ. 16259 .;J?~~ ~'l-'~ NOTE: ANTENNAS TO BE SCREENED ON NORTH, WEST AND EAST SIDES. LEAVE BACK OPEN FOR MAINTENANCE AND REPAIR (DROOF PLAN \- _10'_0. 38TH" KIPLING SITE NO. FTMC0100061 4251 KIPUNG STREET WHEATRIDGE. CO B0003 FiberTower 185 BERRY. SUITE 4800 SAN FRANCISCO. CA 901107 HVAC I I I ,~ ~ I I ERIC. ~ 2206 LUCENT I LpCENT I I (01) 32 PAIR CABLE TO BE I :" ROUTED ALONG EXIST. CABLE I LADDER FROM NEW CABINET in TO NEW AUXIUARY BOX '-1- '" - en oI-MW CABLES RUN IN ~ ~ EXIST. CABLE LADDER (1) 25 PAIR CABLE TO BE ROUTED FROM AUXIUARY BOX TO EXIST. TELCO BOARD I NEW POLYPHASOR I UGHTNING ARRESTOR I GPS BAm:RY 20' 6- NEW AUXlUARY BOX ON OUTSIDE OF BUILDING NEW MICROWAVE EQUIP. RACK NEW 12 FT. 12/3 SO CORD PLUG FROM RECEPTACLE BOX TO RECTIFIER ON NEW RACK NEW NEMA 20A TWIST LOCK RECEPTACLE BOX TO RECTIFIER ON WALL NEW GROUND BAR MOUNTED ON RACK 12 AWG COPPER WIRE TO TIE INTO NEW GROUND BAR ON SIDE OF RACK POWER CORD RUN IN 3/01" CONDUIT FROM BREAKER PANEl TO RECEPTACLE BOX @SUITE PLAN 112-.1'.0. 2 12/14/04 ISSUED FOR COMSTRI..IC11Cl 1 01 01 04 ISSUED FOR CONS1Rl..ICTlON 8 oe 0lI 04 ISSUED FOR RE't1EW o M/01 1M ISSUED FOR CONS1RUCT1OH A 050504ISSUEDFORREVlEW NO. DA.1E REVISIONS GRC SO SO no SO SO If' SO SO If' SO SO If' SO SO '" at( DRAWN B'\": NP SCN.E IS...... DESIGNED BY: GRC HoIItJ NO.417S SANJAY AGRAWAL. P.E. CCJNSll.1'NI a_EER 1825 WARKEJ' CENTER BOl.I..EVARD SUITE lS20 tw.J.AS. tEXAS 7S207 Ptl::214.7l1O.7000FlIIl:2,4.780.7050 ROOF 6< SUITE PLAN -- COl "" 2 NEW 2' MICROWAVE ANTENNAS l' 0 BE MOUNTED ON VANCOMM PERIMETER OF NEW SKID MOUNTS ADJUSTABLE NON-PENErRATlNG ROOF MOUNT MTS PART # VC-GMG-3 or -6 (AS REQ'O FOR ACL HElGHT) ~=c I I I ~ ~ I I 15 z ... 0 ... z ::J 0: I I ~ 0 12 10 .. NEW FIBERGlASS SCREENING AROUND 1 ~~~ ~!ION (0........ The Lyle Company 3140 Gold Camp Dr.-Suite 30 Rancho Cordova. CA 95670 JRH PROJ. #6259 2 12/14/1)4. ISSUED FOR CONSIRUCIION , 09 1 04 ISSUED FOR CONSTRUCT1ON B 0lI 04-1SSUE1) FOR RE\'lEW o oe/07 /04 ISSUED FOR CONSTRUCT1ON A 015/015/04 ISSUED fOR RE\1EW . 0lt.1E RE'-'SIONS FiberTower 38TH & KIPLING SITE NO. FTMC0100061 4251 KIPUNG STREET WHE"ATRIDGE. CO 80003 185 8ERRY, SUITE 4800 SAN FRANCISCO, CA 94107 s<AI.E IS SHOWN DESIGNED B'l': GRC tW NO. 4171 SANJAY AGRAWAL. P.E. CONSUL1INll ENGINEER 18215 YoWCErc:eHTER BOUl.fVARO SUrTE 820 ~ mcAS 757/11 Pll:214.780.7000 rax:2,4,7ID.7050 GRC so so 1M SO SO NP so so .. SO SO Nf' SO SO '" "'" DIWIN BY: frfl' ELEVATION ..- ..... C02 ... 2 EXISTING SCREEN WAIl. EXlsnNG ANTENNAS TO REMAIN (TYP) PROPOSID ANTENNA/SCRffN -PAINT TO MATCH EXISTING (TYP OF 2) i!! ~ " ~ is iii z w I:l '" ~ ~ bl bl " \1 ~ z '3 ~ ~ fii ~ B " " 0 '" ~ " 0 0 . " " '" , , , " ;... 0 0 '" , , 0 R b ~ '" -If -If ~ Y 10 '" NOTE: lAHDSCAPE/lREES -.._,.=:;.,,-,-,.~ - NOT SHOWN FOR CLARIff. !' c i w .li 0' ~ !i ~ ~ .. ,; ~a 111'> iM e!;( ~~ ffig ,,~ 0" ~li w:; '" -" ~~ ~g :;~ FINISH GRADE 1 WEST ELEVATION EXISTING TRANSFORMER SCAlE: 3118""'1'--0" 64" ~ 0 FiberTower 165 BERRY sum;""" SAN FRANCISCO, CA 94107 PRoJF.:CT INFORMATION: FTMCO 1 00061 38TH & KIPUNG 4251 K1PUNG STREET WHEATRIDGE,CQ8CXX>3 ""'" DATE DESCRIPTION: .,." , =,m ~ - PlANs PREPARED BY: CSAi CIIARLEa STECIU.,. AIlCHITECTURE.Inc. ARCHITECTURE -I'I..NNNG _ DE!ilGN lQ189llRAOfOlU)fI.CW),SUTEllll tlTTlD"ON.<DLORADO 110127 OFFlCE: 301m9W4 FAX:30U3U561 UCENSURE NO: DRAWN BY: CHIC ""'" I MAB ~ CONSULTANT. SHEET TITLE I ELEVATION I SHEETNLIMBER: I A3.0 I ,.' NOTES: 1. SUBCONTRACTOR SHAlL PROVIDE 201\. SINGLE PHASE. 120/240 VAe, 60HZ SERVICE FOR NEW MICROWAVE CABINET. 2. SUBCOmRACTOR SHAll. COORDINATE WITH UTlU1Y COMPANY BEFORE THE START OF CONSTRUCTION. POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTIUTY REQUIREMENTS. 3. FOR COMPlETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY CABINET MANUFACTURER. 4. AlL SERVICE EQUIPMENT AND INSTALlATlQNS SHAll. COMPLY WITH THE N.E.C. AND UTlU1Y COMPANY AND LOCAL COOE REQUIREMENTS. 5. SUBCONTRACTOR SHAll. PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAIlABLE FAULT CURRENT FROM THE POWER UTIUTY. 6. POWER. CONTROL AND EQUIPMENT GRQUND WIRING IN TUBING OR CONOUIT SHAll. BE SINGLE CONDUCTOR (114 AWG AND lARGER). 6OOV. OIL RESISTANT THHN OR THWN-2. ClASS B STRANDED COPPER CABLE RATED FOR 90"C (WET AND DRY) OPERATION; USTED OR LABELED FOR THE LOCATION AND RACf)NAY SYSTEM USED. TO EXIST. AWS mco DEt.tARC LOCATION (SEE NOTE 2) 1 #2 GND A----l (1) 25-PAlR #24 2DOA I AWG ~ I I 200AMP. 1-PHASE -=- DISTRIBUTION PANEL I 2M I I I I L____J AUX. BOX (4) 32-PAlR #24 AWG FlBERTOWER RACK NEW 12FT. 12/3 SO CORD W/ NOAA 1W1ST LOCK PLUG .". #2 AWG SUPPLEMENTAL. EQUIPMENT GROUND CONDUCTDR POWER & TELEPHONE SINGLE LINE DIAGRAM (0........ The Lyle Company 3140 Gold Camp Dr.-Suite 30 Rancho Cordova. CA 95670 JRH PRDJ. #6259 38TH & KI PLlNG SITE NO. FTMC0100061 4251 KIPUNG STREET WHEATRIDGE, CO 80003 PROVIDE AND INSTAlL NEW 20AMP/12OVAC CIRCUIT BREAKER IN THE EXISTING SPARE LOCATION 3-#8. 1-#10 G IN 3/4"f CONDUIT NEW 20A NEt.IA TWIST LOCK RECEPTACLE BOX NEAR RACK FiberTower 185 BERRY. SUITE 4800 SAN fRANCISCO, CA 94107 NEW MICROWAVE DISH MOUNTED TO G/JJ..V. PIPE NEW FIBERGlASS SCREENING AROUND PERIMETER OF NEW SKID MOUNTS 2 12/14/04 ISSUED FOR CONSTRUCTION 1 09 1/04 ISSUED FOR CONSTRUC11ON B OS0904ISSUEDF'ORREVIEW o 05 07 04 ISSUED FOR CONSTRUCT1ON A 05/05/04 ISSUED FOR RE'4W NO. DAlE REW;lOHS SCAU: IS '""'" DESIGNED BY': GRC ~ANTENNA MOUNT N. T.. GRC so so TII so so II' so so II' so so II' SO so BY "'" DRAWN BY: NP REMOVE EXCESS PIPE ABOVE ANTENNA AS REQUIRED NEW RADIO UNIT MOUNTED TO BACK OF MICROWAVE DISH (4) TRANSMISSION UNES TO BE ROUTED ALONG SAlAE PATH AS EXISTING AWS COAX VANCOMM ADJUSTABLE NON-taNETRATlNG ROOF MOUNT PART VC-GMG-3 or -6 (AS R QUIRED FOR ACL HEIGHT) INCLUDES GAl.V. MOUNTlNG PIPE HalJNO.4178 SANJAY AGRAW/'J.., P .E. CONSUL11NO _ 1~ w.Rl<ET CENTER BOULEVARD SLnE l520 DAU.AS. lIXAS 752.07 Pfl:214.7llD.7OOlI Fax:214.7SL1ll5O ELECTRICAL OIAGRAM &. ANTENNA MOUNT ....... rnIC0100061 -....... C03 "'" 2 Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 Permit Number ,~\\. i -> .,~~~ ..., <:;1)'01""'''' RiJ.. d, 18816 6/8/2005 Inspection Line 3D3-234-5933 Commercial Miscellaneous PROPERTY 4251 OWNER: 425 1 Kipling Kipling St Unit: (303) 864-9774 Description Co-locating on an existing building with two microwave dishes and placement of equipment cabinet in the AT & T suite inside the building. r- .------J[)Ue- Due '~l$90.00 ~$94.06 --.J$144.70 ~28.76 I I I Jpaid 1$90.00 --.-J$94.06 ~$144.70 1$328.76 ....J l IPhone 17208581115 I I IApproved IFEES IFees IUse Tax IPlan Review Fee IPermit Fee ITotal Fees L ICONTRACTORS IName lucense # IWESTERN TELCOM DENVERJ21552 I I !AUTHORIZATIONS I IType ~tes IZoninQ Approval =APproval pursuant to Case. MR 16/3/2005 IBuildinQ Approval-~Must meet NEe. Subject to field'Inspections. 1 Units: Occupancy: Walls: Roof: Stories: Sq Feet, o I bereby certify that the H1back dlll.nee. proposed by tbb permit appUclIlIon n., accur.te, and do Dot violate appUeabJe on:Un.nces. nlleI or regIlIatlells urthe City of Wbut Rid or eeveaantJ, liuements or RIItril:tioDI orreeordj that aU mUluremeJlh shown, and aUe:atloRl made are accurate; that I have read aDd ,cree to abIde by .U condit pril!lt<<l un tbb .pp atloome fuD rapoDslblUty for compliance wllh the Wheat Ride" Building Code (V.B.C.) IInd IIn otber IIpplkoie Wh!lIt ardinllnees,for !r this permit. &-72- oS SIGNED DATE Thil milt 1'1'11. wued In lI"ordlnee witb the provbion. set forth In your IIppUelltton IInd ls .ubject to the 111'1'5 of the Stllte of Colorado IlId to th! Zonlnl Res.....dolUl IInd BulJdlng Code ofWbeat Ridge, Colorado or .-ny other .-ppUeable ordin.-nees of lhe City. t This permit .h.-O expire If(A) the work .-uthorlzed Is not commenced witb.ln sixty (60) d.-y. from IUIle d.-te or (8) tile buUdiDllluthoriud Is SUJptllded or .-b.-ndonedforaperiodofI10d.-y.. 3 Iftbb pennll expires, a new permit m.-y be .-equlred for.- fee of one-h.-Ifth! .-mounl normaOy required, provided liD chanles h.-ve heen or wiD be made In th! orlr;Jnal plans and sp!dfIeatlolUll and .-ny lU.penmn or .-handnnment hIlS nol esceeded one (1) year. If eh.-nles are made or Ihu'peRsIolI or IIbandonment exeeedl on! (1) Yellr, fuU fees lb.-II be pllld for a new pemJlt. 6 d ,pedficatlons ,b.-n not be construed to be.- pennlt for, nor.-n approvlll of, any vloilltlon oftbe ,llw,ruleorreaulatlon. . , ChierBulldlna:lllsptetor SIGNED DATE Page 1 of 1 Wednesday, June 22, 200S Certificate of Completion And / Or Compliance City of Wheat Ridge 7500 W 2cyh Avenue Wheat Ridge) Colorado 80033 THIS CERTIFICATE VERIFIES THAT TIlE PROPERTr DESCRIBED BELOW, DOES COMPLY WIm mE WHEAT RIDGE BUILDING CODE) ZONING AND omER RELATED LAND USE AND DEVELOPMENT LAWS OF mE CITY OF WHEAT RIDGE FOR TIlE FOLLOWING PURPOSE. PERMIT #18712 Tenant Finish #220) 40) 50 Date: ~/?~/(J'i Owner: New ('-Lear (;reek T.T.l: Owner Address: 4)::;1 T<ipli"'fJ 5t, "Whl'at RidtJP> rn R()m:? Property Address: 47.'i 1 TCtpli"'fJ St #??())4{}) 'i()) Whl'at Ridgl') rn R()m~ Contractor: Lech Strategies Contractor Address: 1905 Sherman St #7.S(}. Denver, (;0 8{}2(}3 Chief Building Official: Zoning Administrator: , . INSPEC110N RECORD I <6'11 :A 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-3855 "lnsR.cf/on Line (.3Il3J 234-!$fJ3.3 Job Address ZP: I Building Pe it No. Owner Contractor Contractor Address Inspections will not be made unless this card Is posted on the building site ~ Hours notice required for Inspections T~- Type Occupancy 1::1 220. Date Issued d INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB FOUNDATION INSPECTIONS DATE APPROVAL DISAPPROVAl INSPECTOR COMMENTS: INmAlS Footings/Caissons Stemwall Reinforcing or Monolithic Weatherproof / French Drain Water/Sewer Service Lines POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Eleclrical (Underground) Plumbing (Underground) Heating (Underground) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Electrical Service :::,... / ~ -z(~ Rough EIecbic 1-rs_""'J /' o-'~ fIosftn (}ff;--O)" Rough Plumbing -"'" Air Test Gas Piping Rough Mechanical ~.su< (0 ~ (J< r ----- Framing V,1://tJ5 /a0 A::. ? , TR/( ~ Roofing ~ "'-J 1::5' Insulation ,1.'1 Drywall Screw IK<.~_ K 1/" ti:J./ W-1'fO!> r~' ~/A/ '-""' '\l FINALS _/ Electrical S-L~lfl /' J_/ r ~ Plumbing t/S'INJS 7'""......,.. ) v'C.-? Mechanical - v~ ~ Frame /Interior Finish !J5;,J1-11f v ;C/./ # R.O.W & Drainage Iz- Fire Department cl. I.~ (ci1 Parking & Landscaping f I -- -NOTE: ADDITIONAL INSPECTIONS / COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER T' .. Certificate of Completion And / Or Compliance City of Wheat Ridge 7500 W 2~h Avenue Meat Ridge) Colorado 80033 THIs CERTIFICATE VERIFIES THAT IRE PROPERIT DESCRIBED BELOW, DOES COMPLY WIIR IRE WHEAT RIDGE BUIWING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CIIY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT #18569 Tenant Finish #525 Date: f;p~;n<; Owner: New Clear Creek n,C Owner Address: 4)<;1 T<il'li'l1fJ .'\1: / "Whml: Ring", r.n Rnm~ Property Address: 47.<; 1 1{iplin,g St #<;7.<;) "Wheat Ri4g", cn R()(B~ Contractor: Lech Strategies Contractor Address: 1905 Sherman St. #750_ Denver. CO 80203 ~ ~ Chief Building Official: Zoning Administrator: C'~ i?J V1<{} rI INSPE"lION RECORD 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-3855 "In '/0 Inspections will not be made unless this card is posted on the building site 24 Hours notice required for inspections Job Address Building Permit No. Owner Contractor Contractor Address Date Issued j.t:=' -# 52.5. Type Occupancy f. INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB FOUNDATION INSPECTIONS DATE APPROVAL DISAPPROVAL INSPECTOR COMMENTS: INmALS Footings/Caissons Stemwall Reinforcing or Monolithic Weatherproof { French Drain Water/Sewer Service Lines POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR ElecIricaJ (Underground) Plumbing (Underground) Heating (Underground) Electrical Service Rough EIecbic +-E.-s- oli.. ~\t\ Rough Plumbing ~ IV Test Gas Piping Rough Mechanical Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Framing Rooting Insulation Drywall Screw ~ f'eKJ/Nt; ~c ~ FINALS Electrical Plumbing Mechanical Frame {Interior Finish R.O.W & Drainage Fire Department Par1ting & Landscaping -NOTE: ADDmONAL INSPECTIONS / COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Certificate of Completion And / Or Compliance City of Wheat Ridge 7500 w: 2(jfh Avenue Wheat Ridge) Colorado 80033 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WIIR THE WHEAT RIDGE BUIWING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR IRE FOLLOWING PURPOSE. PERMIT #18568 Tenant Finish #505, 510 Date: 4,/7.l?,/7.nn'i Owner: New l:lear l:reek J,T,l: Owner Address: 4?'i 1 T<"ipling <it, "Wh..nt RidiJ", rn Rnm~ Property Address: Same Contractur: Lech Strate.!!ies Contractor Address: 190.'; Sherman ,lit #7.';0. Denver, l:O 80203 Chief Building Official: Zoning Administrator: INSPECTION RECORD I Z0ls,8 7500 W, 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-3855 <r In.uectlon Line (3.Q3J 234-5933 Jo'ifA'ddress -1-/57 Building Pennit No. Owner Contractor Contractor A dress InsP,8ctions will not be made unless this card is posted on the building site ~ Hours notice required for inspections -;" # 5l;s, fJlo -r- P =# Q>!>-" SIO Date Issued r6 Type Occupancy .. INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB . INSPECTOR FOUNDAT~INSPECTIONS DATE APPROVAL DISAPPROVAL INmALS COMMENTS: Footings/Caissons Stemwall Reinforcing or Monolithic Weatherproof / French Drain Water/Sewer Selvice Lines CONCRETE SWFLQOR EJectricaJ (Und8rQround) Plumbing (Underground) .. Heating.~Undeiground) 0 POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Eleclrical Service Rough Electric CI-/Q -S oJ( (\~ Rough Plumbing JIVr Test Gas Piping Rough Mechanical Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Framing 'H::J-s r-.K./ ~ Roofing Insulation A' Drywall Screw .i~ G5/C /11:/ ~4 FINALS d.~ j Ii: h~ ~ 'v / -O~ EJeclricaI I Plumbing Mechanical Frame /Interior Finish R.OW & Drainage Fire Department Partting & Landscaping -NOTE: ADDITIONAL INSPECTIONS / COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER -1. '-J V ~ ! ; $ - n__ _ _n__. -----1:><1:- I I J , 1 , I U1 }--------------~-- (J)'1 -<C C'l~ N'; ~'" o J--- I , 1 , I , I I - ---- - - - - -- -- - - --6 -- - - - ---- -- - - - - -- - -$-- -- -- - -- - -- -- - -- ---- - ---- -- ! I ! , , I , I , I , I , , (J) -<'1 C'lC ~ NC N' 0'" (J)'1 -<c C'l~ c N, ..'" o ::\ , , , ~()<- ~ ~f .---<7 . '- 'b '0 './~ ('1]? % ~V) C~~ ~\~" ~- ~<f MN'\) 1 ) ~ \ t ~ )\ ~- CJ U <0 r v ~ 1 ~ 1'- ---)- \J' 1 (\ \'- 1 ~ "\ - ----..-""" f\ G ~\ IV (') i~ ~ rJ "'- (\ , ~ OPTION FIVE SUITES 240 & 250 CLEAR CREEK OFFICE PARK 4251 KIPLING ST. WHEA TRIDGE Date - 3/31/05 COMBINED SQUARE FTGE 3281 @ NORTH -.- ,,~"-- o 48)(84 Window 30' AFr Office 10x20 Office 15x15 18)(8<4- Window 18x84 Window f/20 ~~o~~ S~t250l 1804 RSF _._-_.- 'CS v=:> C- Jh:rvc0 L , , if '1'0 PUL TO (/7..0 f "C-T7<./ [ ~ /l )'fYzV-- ?4'i 0 C/-r-- S TE 220 Uttlce 10x15 0 - @ Office 10x15 - Office 15x15 4'P .--- @ ~~~~i,~",t'~~~"';~s~,~~'orn~,~'~I%1i~t"<;:~"fr"011.,;m;i1'1'f,.'?:' ;<::~_:W:":i,,,,,':'~;,\;;;..)'''i'i'" '}'f"':r,1i:'''\:i?;~,:;';'~'/ :";rr":;'V'~'f+f!',";l~::~f('t'i~-:>S;~~('j{~rf:~~~~:'~'!~~~~~),."n!,Jp~.s~\:1i:~{~~~!llf.~'/ ( "..;" <C;OMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 18568 Date: 4/8/2005 Property Owner: NEW CLEAR CREEK LLC Property Address: 4251 KIPLING ST Contractor License No. : 21560 Company: LECH STRATEGIES OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 860-0828 Phone : 303-860-0828 <OWNER)(CONTRACTOR) SIG DATE / Total: $4,000.00 $126.50 $82.23 $72.00 $280.73 I hereby Certify that the setback distances proposed by this permit application are accurate, and do not viOlate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate: that I have read and agree to abide b all conditions printed on this applicatiOn.a'~thst I assume full responsibility for co nee with the Wheat Ridge Building Code (1.B.C,) and all other applicable Wheat Rid ~r nces, for work under this permit. Valuation: Permit Fee: Plan Review Fee: Use Tax: Use: Description: SUITES 505 & 510. NEW SUITE CREATION BY WAY OF NEW RATED ENTRANCE (505) - NEW SEPARATION WALL, PAINT, CARPT AS-IS BUILDING DEPARTMENT USE ONLY ,'i! L::::/ Sq. Ft.: SIC: OK WI NOTES. SUBJECT TO FIELD INSPECTION 4/7105 Approval : OCcupancy: B Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval : Expiration Date: Approval: Expiration Date: Approval: (~) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This pannit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abaildonedfor a period of 180 days. (3) If thiS pennit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or wilt be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1 ) year, full fees shall be paid for a new permit. (4) No WOi'kof any manner shall be done that will change the natural flow of water causing a drainage problem. (5) COntractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceedli with successive phases of the job. of roval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the ilding codes or a ther ordinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICA TION Building Permit Number: Date: /Vrw U<'V~CR-'<€'-? <lZ5/ """;;""''''-<;, .fr <::.L c:.... Property Owner: Property Address: Contractor License No.: Company: L.- > C /f- Phone::3 -8<70-08"''' .s:7'7e.;;rr-CC?}E .s/....r;..c_ Phone: .3 _8~c< - 08"'_8 OWNERJCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not vK>late appli~ ordinances, rules or regulations of the City of Wheat Ridge 0( covenants. easements or restrictions of record; that all measurements sh<:1Nn, and aJlegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for cornpIiance with the Wheat Ridge Building Code (U.8.C) and all other applicab~ Wheat Ridge Ordinances, for -Ofi(;Ier this permit. Construction VaJue:$ 1/000 Permit Fee:S Plan Review Fee:$ Use Tax.$ T otaJ:S (OWNERXCONTRACTOR): SIGNED DATE.3 hiJ/o s- DATE 3/3dft~ (OWNEA)(CONTRACTOR):PRINTED SryJtri_.-, L- ~CA-r;,--7 f:n Description: Su;rJE.s - S-oS- i 5"/0 - /\/~.... Su;r<- <=,,-<:."tr7d~ "3)-" ~ W4yJ/r /f/1:w ;zlf/Eo E.....~G~ C .ros-) - A/.;"V Sy/V2-APv'"\ v/f2-L.- ~ {4;7'rvr - C'b"J-,f" E'f- A-s-~s Sq. Fl .dcMd ZONING COMMENTS: Approval: Zoning: BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: BUILDING COMMENTS: Approval: a,A' r lIt. }./rmcS (1,,.,- ~-7"5 6', ~f./ I ----f;o,..( ~... ~".i /~(cr:lItId. /~~ ~ MAR 3 n 2" c : ' i It'; " PUBLIC WORKS COtJl.4ENTS: Approval: - - -. - , --"-.....::..:.::.: - I' ~--. Occupancy: 15 Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This pennit was issued in accordance with the provisions set forth in yolI" a~ication and is subject to the laws of the Stale of Coiorado and to the Zoning Regulatklos CVld Blilding Codes of Wheat Rtdge, Cokwado or any other app4K:abJe ordinances of the City. (2) This permit shall expire if (A) the wOI1< authorized is not coornencect within sixty (60) days from issue dale 0< (B) the building authorized is suspended 0< abandoned 10< a period of '20 days. (3) If this pennit expires, a new permit may be acquired for a fee of one-half the amount normally required, provtded no changes have been or \Mil be made in the original plans and spedfications and any suspension or abandonmeri has not exceeded one (1) yeB<. If chlngeS have been 0< if suspensioo 0< abandorrnenl exceects ooe (1) year, fun fees shall be paid fo< a ~ panni!. (4) No work of any mamer shall be done that will change the nattS81 now of water causing a drainage probk!m. (5) Contractor shaU notify the BuUding Inspector twerty-fOU'" (24) hours in advance lor all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of crawings and specifications shall not be construed to be a permit fO(, nor an approval of, any vkJlabon of the provisions of the buikjing codes or any other ordmanc:e, law. ruk! or regulaUon. 4Uildf&:/ . 5~'-TE.:r A (7'; . I Site Information -'" ~<>s: s 14 . -rLS/ ,.c; r""'- ,,"> s;.- Cb." ~z$'" .V NrLLJ C4. I"/\u L"/Z ~~ ~ '"c . A D A p I I E D I S T I" I C T p E I I I T ~...._-~- .....~_. .., '1'-- Application Date: ':3/?><l I 0.> CIS - 011 Permit# ARV ADA FIRE DISTRICT 6503 Simms St. . Arvada CO 80004 303-424-3012 . 303-432-7995 (fax) Contractor information Name: L. 'E.c H 'SP?d..,. u7; ,,, ..;:-~ r Agent:. YrE",n~-'tL~'CIJ"'1r~ Address: 14D~ rH-r", ," 'A.~ ;;.. .5"u:rT '1':>0 Phone: :302 - il€r.o 8Z A Address: Business: Contact: srr.HC~ ~ ~~H/J~h Phone: 3-0! - B(;'co .0 I3z R I attest thtt above information. to be accurate. I have received and reviewed the Inspection Compliance and the Fee Schedule. This permit is the property of the Arvada Fire District and is Issued subject to conditions contakledherein. Upon any fllilure of any condition Including failure of clearance of any permit paY"! I. this permit Is subject to immediate revocation and the permit must be returned upon demand to a ntative oflhe Arvada Fire District. NonCE: If CQIlStruCllon I. ""'rtod prior to the 'nu.nee 01 . pennlt, THREE (3) t1.... the '"'""at _ will lie --.s. INSPECTION BY FIRE DISTRICT REQUIRED? Poollhlo penn. In acon.plcuou. place. ~ requIrod blllplClicno a minim.... NO In odvance at 3030-424-3012. TYPE OF PERMIT FORMULA(__ _u.._) No. atTanIco= VaIuo= VaIuo= B VaIuo= Valuoticn= 3 Valuoticn= FEES Do1Il Pald MIl. Pald MoIhod InlIIoI8 o TOTAL FEES DUE 8 ~= Building 00 Alteration D' Partial Other Fiekllnspections and Dates: Hydrostatic T 85ts and Dates: Comments: FIRE DISTRICT APPROVAL IS REQUIRED PRIOR TO THE ISSUANCE OF THIS PERMIT. ~ A~roved as submmed I Conditional (See Comments.) B ~\. \ ~ Title 'f... rn_.,d Date '-\ I ~\ Ju~ , , . . '.TYPE OF PERMIT FORMULA (___...,. FEES Tank I No. at Tonko = RevIaw AIann s-. Plono -- VaI.- RavIeIlo 5pIjnIder SyoI8mPlono SyoI8m V_ I)ola/'lllll RevIaw MloC. SyoI8m Plono Syotom Va"- MIl. Pald Review IluIklIng PIaIls Valuallon= . MoIhod . .' Spec:laI HondIing or Usa Plana V.I....1lon= InItioIo I TOTAL FEES DUE f !! .~ II'! i ill !Ii! I~III!I'I~" II'!U II!IIIIIIIIIIIIII' III! !'II!I!!!lII~~II"l'!'~il!l!lmlllll'lll!fI:J'IIIII,:II!'~ Building Permit Number: 18569 Date: 4/8/2005 COMMUNITY DEVELOPMENT DEPARTMENT UILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: NEW CLEAR CREEK LLC Property Address: 4251 KIPLING ST Contractor License No. : 21560 Company: LECH STRATEGIES NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT reby certify that the setback distances proposed by this permit application are accurate, and at violate applicable ordinances, rules or regulations of the City of Wheat Ridge or nants, easements or restrictions of record; that all measurements shown, and allegations e are accurate; that I have read and agree to abide by all gonditions printed on this Iication, and that I assume full responsibility for cOQ,1pliar\~ with the Wheat Ridge Building e (I.B.C.) and all other applicable Wh~at RidfJ~ordinance~..}or work under this permit. NER)(CONTRACTOR) SIG~Ii;D;'/ ".'/.c::~ DATE 4 /iI !'r. Cl;;'/ ' , Phone :860'0828 Phone: 303-860-0828 Valuation: Permit Fee: Plan Review "ee : Use Tax : Total: Use: $25,000.00 $508.70 $330.66 $450.00 $1,289.$6 COMBINATION OF OLD SUITES 510 & 500 INTO NEW SUITE 525. NEW WALLS, CAFlPE:T, PAINT & ELECTRICAL ~I ( i BUILDING DEPARTMENT USE ONLY 17.' 'I"'el. '. :91.'-": ,..qlJ _. ...It1.\1W1J"'. Approval: Zoning: Bu'~' ;li>~~ "el\'""( . !1\I1',g .llIlIW1.f1l . Il'.. Approval: CR SIC: Sq, FI.: , , ..:::s:.:!.) OK WI NOTES. SUBJECT TO FIELD INSPECTIONS. 417/05 Approval: Occupancy: Walls: Roof: Stories: ctrical License No : 18137 mpany : Intermountain Electric, Inc. Plumbing License No : Company: 2/28/2007 OK/KS Expiration Date: Approval: Residential Units : Mechanical License NO : Company: Expiration Date: Approval: This permit was Issued in accordance with the provisions set forth in yopur application and is subject to the laWs ofthe'$tete Of COlotldoarld'lo the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (6) the buitdlng a~ iUiuspended or abandoned for a period of 180 days, If this permit expires, a new permit may be acquired for a fee of one.half the amount normally required, provided no changes have beenafwllt be made-in the anginal plans and specifications and any suspension or abandonment has not exceeded one (1) year. if changes are made or if suspension or abandooment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive writ1en approval an inspeCtion card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, anyvidlation dfthe provi . f the buildinJj codes or any other ordinance, law, rule or regulation. ...----........., or Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTh'lENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICA TION Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company:? <:c H S77?"'!7'-"';C g /.:;7;.c. NC....v ci..t."'Pz.- cat:'fK ,-~c....... ~2.>1 -"<'('''''',.-..7 Sr Phone: :3 - 860 - '" 82 B Phone: .3 - flGo .. 0 8z 13 OWNERfCONTRACTOR SIGHAnJRE OF UNDERSTANDING AND AGREEMENT Construction Value:$zS:;ooo Permit Fee:S Plan Review Fee:S Use Tax.$ Total:S I hereby certify that the setback distances proposed by this permit applicatkln are accurate, and do not violate applicable ordinances. rules Of regulations of the City of Wheat Ridge or covenants. easements Of restrictions of r8CO(d: that aU measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions p;nted on this apphcabon and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.8.C) and all other applicable VVheaI Ridge Ordinanc~ori( under this permit. IOWNERXCONTRACTOR}.SGNW~/"1' OATE ~/..jlAs- (OWNER)(CONTRACTOR):PRINTEO '~/"1"'P=/"7 L--.zc/..h-1 <7,1 OATE5/..:x;/vS-- Description: COr>? 8/,^~o"" eJ/ cPt-O su.''/E. S S7GJ f S-t;lD +.-. To d7-w StY'"T € s-z r 4tw lJ-tLt..-s / L-1">'"'-t1~'1 'p~',,-/ ) Si-('c.n7-lc/f,- Sq. FL added BUILDING DEPARTMENT USE ONLY SIC: Sq.F\.: ONING COMMENTS: Approval: Zoning: BUilDING COMMENTS: Approval: at. f/JJ~( 0.,.;6,~..6 lcd;.r:-4?----- F'e/J J~ ,ocJ I a.~ L/-v~ L _~AR q ~ 7005 PUBliC WORKS COt..NENTS: Approval: OCaJpancy: Walls: Roof: Stories: Residential Units: Expiration Date: Approval: Expiration Date: Approval: Mechanical License No: Company: Expiration Date: Approval: Electrical License No: Company: ;;::;'1:rfn~~~/1 'nn'"", -zl!-Ec 7n-/C- Plumbing License No: Company: (1) This perrrit was issued in accordance with the provisions set forth in you'" applicatioo and is suqect to the laws of the State of Coklrado and to the Zoning Reguiations and Blildng Codes of Wheat Ridge, Co6orado or any other appiicable ordinances of the City. (2) This pemit shall expire it (A) the wori< authoriZed is not commenced within sixty (60) days from issue dale or (8) the boiiding euthorized is suspended or.bandooed for. period of 120 days. (3) If this pennit expires. a new permit may be acquired for a fee of one-half the amount normally required, provtded no changes have been or will be made in the original plans and specificattons and any suspension or abandonrneri has not exceeded one (1) yeB<. If changeS have been or rtsuspension or .bandom1enl ex~ one (1) year, !uii reesshall be paid for..- permit. (4) No wori< 01 any ~ shall be done thai will change the not....1 flow oI_or causing . drainage problem. (5) ConI_ shaii notify the Building inspedor twerty-folx (24) holn in advance for .11 inspedions and shall reooive w1itten approval 00 inspectkwl card before proceeding with successive phases or the ;ob. (6) The issuance of a permit or the approval of aawings and specificatk>ns shall not be construed to be a permit for, nor an approval of. any vioIabon of the provisions of the buikting codes or any other ordinance, law. rute or regulabon. Chief Building Official '~.'~i'\*Jl!IM:\JI,~~"","_"",...,411!!ll!i""'''I'''';A''''''l!''!f,.,q!~'MA~""""""4>"q"!l<i!I'7~"~~_~~~~:~'Jl!!UJI\II,l,~~" 81 " iii /' :,' ..,,;;.....:" :" .. ", .._.. .. .. .. .. ... .." ........ ..:.,.,>.":,,,.,>,._,".'i,~..,...: ",~"'<:,F'S"",_",, ,..,A",,"'l"~"':~"" f: COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 18478 Date: 3/18/2005 Property Owner: NEW CLEAR CREEK, LLC Property Address: 4251 KIPLING ST Contractor License No. : 21560 Company: LECH STRATEGIES OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT phone: 860-0822 Phone : 303-860-0828 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (l.B.C.) and all other applicable Wheat Ri r 'naneas, for work under this permit. (OWNER)(CONTRACTOR)SIGNE DATe3/Z3/. s- , Total: $15,000.00 $326.70 $212.36 $270.00 $809.06 Valuation: Permit Fee: Plan Review Fee: Use Tax: Use: Description: RATED CORRIDOR EXPANSION AROUND EXISTING STAIR WELL BUILDING DEPARTMENT USE ONLY Itl~z;jjt. : OK WI NOTES. SEE FIRE DEPT. COMMENTS. Approval: Occupancy : Walls: Roof: Stories: Residential Un~s : Electrical License No: 18137 Company :Intermountain Electric, Inc. Expiration Date: 2/28/2007 Approval: OKlKS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado andte the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days, (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work. of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceedilng with successive phases of the job, (6) The issuan a perm ap drawings and specifications shall not be construed to be a permit for. nor an approval of. any viotatioh of the pro . n9 codes or r ordinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Property Owner: "V~w C?'2'J\72- c/2-'Z:".~~-/ ?L... c.:.. Property Address: 4L-S- / F)".?-'~ "7 S i Contractor License No.: Z / :s- GO Company:,? i'C:-/r"" Si7c.V 1: "7' €"' / ~ ~ Building Permit Number: Date: Phone: _:.:jo~-~ - &~O -0 .t.' 2- E Phone:.36,;S --g((/o-o 23 z2 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Value:$ /S;ooo Permit Fee:$ Plan Review Fee:$ Use Tax:'!; Total:$ 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this i (OWNER)(CONTRACTOR):PRINTED DATE3/'~ < (OWNER}{CONTRACTOR): SIGNED <r,- DATE"" /;. /0 )- . / Description: /Zn:-r ~ '7 5.-:>P"J1- t.,) c:::...O.Z-/":-/.,:JO/-2.-- ~X;t A;T1 .5. () ~ r , " ~-,j/r"'A:i?' ~ n~ '/ I 0 .:J 2005 ---sfC;:< _:.~qFt.: I ---'::":::"1 '. ~;1---1 1( "i:?-L Sq. Ft. added BUILDING DEPARTMENT USE ONLY ONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approvai: ccupancy: Walls: Roof: Stories: Residential Units: Electrical License No: . Company:--7=. ..,--rilMv",,...,'F7'\l ""-- "fc:.- iG-l7Z ,e <- Expiration Date: Approval: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge. Colorado or any other applicable ordinances of t!JeCity. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and speCifications shall not be construed to be a permit for. nor an approval of. any violation of the provisions of the building codes or any other ordinance. law, rule or regulation. ~~ Wheat Rid2e Buildin2 Division 7500 \V. 29th Ave. Wheat Ridge Colorado 800.1.1 )0.1.2JS-2g5), FAX .10.1-2.15-2857, \v",,,,,~i.wjJeatlj4R~S()~l!'i New Clear Creek LLC Attn: 4251 Kipling Street Wheat Ridge Colorado 80033 3-10-05 The following requirements are made under the 2003 International Building Codes and the 2003 International Fire Code with amendments as adopted by the City of Wheat Ridge. 1. Building Plans were reviewed under the 2003 International Building Codes, 2002 N.E.C. and are subject to field inspection for compliance 2. Fire alann plans shall be submitted to the Fire District and Building Department as a separate permit. (Alarm system shall compliant with N.F.P.A. 10 and A.D.A. requirements). 3. Fire sprinkler plans shall be submitted to the Fire District and Building Department for approval and will be submitted under a separate permit if required. 4. Fire extinguishers shall be mounted in the main corridors with a minimum rating of 2A-40BC with no greater than 75 feet travel distance between extinguishers or according Fire District standards. 5. Fire dampers and smoke dampers shall be supplied in all duct systems that penetrate occupancy separations. Smoke dampers shall be activated by detectors that are internal and external of the duct system. 6. "NO SMOKING" signs shall be posted at the entrance to the construction site. 7. The existing fire alann system shall be in normal operation when construction work is finished each day if applicable. 8. The Fire District shall be notified if the Fire Alann or sprinkler system are to be down. 9. "ALL" Fire lanes shall remain clear at all times of construction. 10. All alann devices shall be supported to structure through out the tenant finish. 11. All bathrooms shall comply with A.D.A. 12. Any changes to the existing approved plans shall be submitted to the Wheat Ridge Building Department. 13. Ceiling lamination and ceiling panels must be self supporting from structure. Certificate of Completion And/Or Compliance City of Wheat Ridge 7500 W 2gth Avenue Wheat Ridge, Colorado 80033 THIs CERTIFICATE VERIFIES THAT THE PROPERTr DESCRIBED BELOW, DOES COMPLY WITIf THE WHEAT RIDGE BUIWING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITr OF WHEAT RiDGE FOR THE FOLLOWING PURPOSE. PERMIT #17730 Tenant Finishes - 4th floor east l)ate: ~/~/?OO~ Owner: New Clear Creek T,J,C Owner Address: 47~1 T<"ipli<ng '\1: #41",470, "Whn:l1: RidlJl', rn ROm~ Property Address: Same Contractor: Lech Strategies Contractor Address: 190.1 Sherman St_ Ste 7.10, Denver, CO 80203 Chief Building Official: Zoning Administrator: 1- If oS- INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS . WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234~5933 INS~EC~IO~zs~EC~~F!qi l"'~ JOB ADDRESS .;)" . 1 (l '--' i. · L/ I L/2.~ ~ 8UILDING P~RMIT N. 0 _/-7" F)( DATE ISSUE;c'i ~: J- JI { OWNER ~ l l'- (,( ((,.( (, \( (Ii.. LJj'. C' CONTRACTOR ( ((' I.. -yt, ",ft- c' F -, Sc .-8ACKS FROM PROPERTY LINES: NORTH TYPE I OCCUPAN~ SOUTH EAST WEST ~ ..~ INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION I DATE I INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical , Rough Plumbing : Air Test Gas Piping , i Rough Heating & Ventilation , I Framing Insulation ~ Drywall Nailing Roofing Refrigeration Electrical Underground // Final ,)Pt/ j- L/ /'5 '-j 12..0 'l..~4 ,0<5 d:w Electrical I Plumbing Heating & Ventilation Frame R.OW. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER " INSPECTION RECORt 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-2855 C7lnspection Line (303J 234-5933 Inspections will not be made unless this card is posted on the building site 24 Hours notice required for inspections ~ s"" Job Address '-\~C:; l l <? LW- Building Permit No. \ 1\ -So Owner C Contractor Occupancy 19> INSPECTOR MUST St3N ALL SPACES FOUNDATION INSPECTIONS Footings/Caissons Stemwall Reinforcing or Monolithic Weatherproof / French Drain Water/Sewer Service Lines DATE 1.i'PROVAL DISAPPROVAL INSPECTOR INITIALS COMMENTS: POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Electrical Service Rough Electric ,).j Rough Plumbing Air Test Gas Piping Rough Mechanical Framing Roofing Insulation Drywall Screw I I...... - FINALS Electrical Plumbing Mechanical Frame /Interior Finish R.OW & Drainage Fire Department Parking & Landscaping **NOTE: ADDITIONAL INSPECTIONS / COMMENTS ON BACK , l OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice 1 /1:jL r I Job Address: -.y 2..5' 1 '( 1 9 \ " " -:J =c- '\ \'~I~~ \' ~ \ V\J 'e.> \ \ N\,~ \1 ~~'~ ~\k . When corrections have been made, call for re-inspection at 303-234-5933. ~ Inspector Date: \ \ ~ <.. <1 ~(j ~ DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: ..id- :2 ,S- I Ki~\\n~ <J~ ~ \ , C' ~ '. \ \ \', 3, C' '0..\) \~ '" s h '0 \ \ , . d- ot <:"'<"Y\. ':V, r-, \ "Vv' ~ ~ \), C' ,\ I 'l" '(\)~ c. '"2 <;'\,-, <.. T~ \ I \; ( l( -t '''':~.J) I . \) t:>\ c. \. ""\~ \. \.l1 <:.:. ~\--.Jll J L::J If~ \)('I\t-l::>(~' \~ " \--(\.),c)", ~,ct < 'C;de \. ~.'V'--.... )"'r\l~\~, '-"-.)\~'\l\.s.. OV""' l\.~ f \ v'- \,,~ \<...Sl !'.o ~ ~r) ~ ~ "",S Qc~ \ '\ "" \.) I When corrections have been made, call for re-inspection at 303-234-5933. Date: \<)--"?< - ,\(f ~ctor DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 17914 Date: 10/19/2004 Property Owner: NEW CLEAR CREEK LLC Property Address: 4251 KIPLING ST Contractor License No. : 21560 Company: LECH STRATEGIES m~~~] Phone: 860-0828 Phone : 303-860-0828 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Total: $40,000.00 $705.65 $458.67 $480.00 $1,644.32 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that aU measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ri or' anees, for work under this permit. (OWNER)(CONTRACTOR) SIGNE DATE /() Jf./o ~ Valuation: Permit Fee: Plan Review Fee: Use Tax: Use: Description' SIX OFFICES (NEW) - CARPET PAINT NEW ELECTRICAL TRANSFORMER & PANEL , - .....r-\ " ~ (plJ I /i\I~ 1- BUILDING DEPARTMENT USE ONLY ,!....> ..- t"OQ_orri1'!f!!lllm SIC Sq. Ft. Approval Zoning B.;IIig~s:', OK WI NOTES ON PLANS. 10f19f04 Approval CR R\.ID:ti<:VVQBEm1'!f!!lllm Approval Occupancy: Walls Roof: Stories Residential Units Electrical License No : 18137 Company : Intermountain Electric, Inc. Expiration Date: 212812005 Approval: okfks Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Slale of Colorado and to the Zoning Regulations and Building Code of Wheal Ridge, Colorado or any other applicable ordinances of the City This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date Of (8) the building authorized is suspended or abandoned for a period of 120 days, If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive ph~.tAe-jo. . The issuance ota it or tpe approval of dra s and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of din ~~ ~ r ordinance, law, rule or regulation. (1) (2) (3) Chief Building Inspector Please sign Terms and Conditions on reverse side of page. ~' WHt~l1'/ ~ Q - co u ~ COLOR,,"P COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Building Permit Number: Date: NEw <{Z-SI C&€m~ ,e-iL'C€-~ t.."-<-- Phone: ;:; 0"6 _@{;O _0 82- Q, Property Owner: Property Address: Contractor License No.: h '('... ;."1 c7 Sr. Company: L. ~c/r S"77Zi"7"""LG;,,'r -', "';::::'c-_ Phone: .3 _ g<6o - 0 8& 8 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pellT1il application are accurate, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; that all measurements shown, and allegations made are accurate; that J have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.8.C) and all other applicable Wheat Ridge Ordinances, for work under this pei1T1it. 2 Value:$ to.ooe) Permit Fee:$ Plan Review Fee:$ Use Tax;$ Total:$ (OWNER}(CONTRACTOR):PRINTED DATE 1(1 c;7$Afh='.-l /-~f:HYi k DATE /1.1/1:>/0<7- orF;~f y rd~,-, - CI't:;e;::. E.-r, jJ~',,'T ec..-1:'.c.-n-z-,*c.--1L- ,I'Z-'r--r~~........... C,'t,.. ?:' PA--""' 2f- I y ~ I /l~'lt~;rF'~ fC ,', \07 !r-~ F 'if IE ID ' (OWNER)(CONTRACTOR) SlGNE Description: .-3, x: /V.<v ~ONING COMMENTS: Approval: Zoning: BUILDING DEP ARTJ\1ENT USE ONLY J '__ SIC: t5; /--'r'.... ~ ._;jU~ Sq. Ft. added .-:--- BUILDING COMMENTS: Approval: 0, /L.. . ~ ,~ /JDb {1'AJ. ?(~NC; {!, (k!J- 10 -/7-04 PUBLIC WORKS COMMENTS: Approval: pccupancy:~~ Walls: Roof: Stories: Residential Units: Electrical license No: Company:.J.., r>E'L..-....o <.i"'lTm'n Plumbing license No: Company: Mechanical license No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (2) (3) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of 111. City. This pennit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authoriZed is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension Of abandonment has not exceeded one (1 ) year. If changes have been or tf suspension or abandonment exceeds one (1) year, full fees shall be paid for a new penniL No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. The issuance of a penn" or the approv.aall ~ 0 rawings and specifications shall not be construed 10 be a pennit for, nor an approval of, any violation of the proviS~t1f the building codes or any other ordinance. law, rule Of regulation. ',_~;2-- <,j;~ "' ' , (1) (4) (5) (6) OCT-18-04 MON 9: 13 AM ARVAD A FIRE PROTECTION D FAX NQ 3034317995 ill..1. ... imlUU.II J IL lIIm \J Arvacla F!lre Protoction DIstrict 6503 Simms Streot i"S '~., -.-" ..~ Arvada, CO 80004 Phone 303-424-3012 Fax 303-432-7995 To. c.~\~ '- -I-~\'),.) ()'fi- Fa'" :t....-S- ?~S,.I ~l.: ~#!-4'4- 1lIlo. ,\~_ \<.., P \ '~., <::..--t- from, S~\..._ -~ Pag..: ~cluding ClOVer sI100t o Uf8ent Ll Fo' Rev'ew- 0 Please Comment 0 Please Reply 0 Please Recycle p, 1 OCT-18-04 MON 9: 13 AM ARVADA FIRE PROTECTION D FAX NO, 3034327995 p, 2 ~i&k' 'Wl"fllPali !~~U.1J1JI.kl.~N.RIQI.u~' J J --. . r :[rH..: n -n.. ~r .. r^'!il.l..RIIJ ll' .. . _ ..._ .0-;- ~~~~ A 111!6~' lU - .~"N.CE' :) rsr' 1911 " () ~0 b~ <G Arvode Fire Protection District Division of Fire Prevenfion Plan Reviow Comments [lawl 10/1 KJ(l4 Reviewed DYI Sparky Shriver Name of Projecll Mcdib"nc Office Remodel Address: ('Ie"r Creek Office Park 4251 Kipling Street OccuP"""Y ChL'S1 \l Square Footage: 6,361 Sprinkler SyslCln: No Fire Alarm Systeml Yes I) !-.xit signs sll<lwn all the plans shall be subject to field illspection, Additional unils lOuy he reqllired, UFC 971212.3 2) [':meJ'!-;cllcy lighting shall be subject to field inspection, Additional units may be required, liFe 97 J211J. 3) Changes 10 the tire alarm system may be required including additional horn slroh< <levil'es, pre 97 1007,),L 4) PTovidc sufficient dcctrical receptacles as extension cord::; and multiple adapters arc n<ll pennittcd, nor shall flexible cords pass through walls, ceilings or d,,,,,w"y>, l!Fe 97 8506,), o} Carpeling shall be a minimuOl ofa Class II Crilical Radiant Flux and dOCilmcnl!lti(lll shall be provided prior to installation, UFe 97 Appendix IV,A. 6) Fxit corridors and openings shall be installed in accordance witb tbe Building Codc. LJFC 97 1209. 7) I 'ire cxtingui<bcrs shall be a minimum ofa 4-A rated, I O-Ib ABC dry chemical uniL Contact the Fire Marshal's Omce for the number of units and mounting I"c:llion.. (an additional extinguisher may be required for common are,a) liFe 97 1002. L Amended, K) ,~ny code ro''luirements arising rrom construction will be addressed. 9) The"e commenl. shall remain with !he approved plans at the construction sile, 10) Contactlhe Fire Marshal's Omee at 303-425-0905 X 212 for questions or i.H.hJilional inIOml<J1ion. [1) Tv.enty-I()ur homs notice i. required for all inspections. UFC 97 J 03,2.2, ~. ~._--_! 6503 Simms Stred Alvada, Colorado 80004.2607 . (303) 424.3012 . Fox (303) 432,7995 Job Address: COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2~ ~~ \.....' \' '0\... L-f 2.0' \C.. \ ~ \ ~ q..:: ~ I ~ \f'J..5 (j K lC........()\ . erv-.... -v--J-kfT When corrections have been made, call for re-inspection at 303-234-5933. ~.' Date: 9~ <.&'"<1'-1 / " <...<.. __ Ins ector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 17730 Date: 9/22/2004 Property Owner: NEW CLEAR CREEK LLC Property Address: 4251 KIPLING STREET Contractor License No. : 21560 Company: LECH STRATEGIES OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 3-860-0828 Phone : 303-860-0828 T $20,000.00 $435.90 $283.34 $240.00 $959.24 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all c9"ditions printed on this application, and that I assume full responsibility for complia~ with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat R!d.ge~ nees, for work under this~e mil. V/ ~ / (OWNER)(CONTRACTOR) SIGNED /.) , .:' - . DATE~ 1:(0 1- / ;/ ALL, PAINT, ELECTRICAL Construction Value: Permit Fee: Plan Review Fee: Use Tax: Description: Use: BUILDING DEPARTMENT USE ONLY zoBComtiiiima: Approval: Zoning: Bllliillng c:IIIIIi5ta: . SIC: Sq. Ft.: Approval: RtIrlllc WQ~i;:omn1'Qt!~~ ~ DJ/--- q /1'7/01- Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: 18137 Company: Intermountain Electric, Inc. Expiration Date: 2/28/2005 Approval: OK/KS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is nol commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor s otify th Ing r twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before preee h s ssive phases . b. i 0 ~~r.t val of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the ui~~ or any other ordinance, law, rule or regulation. (4) (5) (6) Chief Building Inspector Please sign Terms and Conditions on reverse side of page. ~ ~' _HE'r.. . / _ 0 _ 0 U M C'O(OR,.<;JO COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTlON LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Crt(f,L. l-l-L w if'<-kT" r<-- ",:, '7 ( Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: ;/&'-' c'"<~c 42'- ( ~:(.L ,:'~ '7 2/bf7/ i..- ~ c /-1 !) r tz..otr" f '7,' t s /..;z;--,., c. , Phone: 3 - 85<1-"- ogz. e Phone: "3.. 8 {; CJ - 0 8,;, 'il OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value:S z;.,}"" '" Permit Fee:S Plan Review Fee:S Use Tax:" TotaLS I hereby certify that the setback distance~ proposed by this permit application are accurate. and do not violate applicable ordinances, rules or regulations of the City 01 Wheat Ridge or covenants. easements or restrictions of record: that all measurements shown, and aUegaUonS made are accurate; that I have read and agree to abide by aU conditions printed on U1is applk;ation and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.8:C) and aU other applicable Wheat Ridge Ordinances, for work under thit.,pennit. ~./'-",- (OWNER)(C()NT'AACTOR): SIGNED -, ',e~': - (OWNERXCONTRACTOR)'PRINTE~" JOT 12". HE /\ ;- DATE 9/';{1 L CCt-!/1 {',2:.. Description: -r'l/lAc..,r ;==",-.;st+ - G/t7yE:r 1f';",YkJ,\{..l-- ,ffTl.. s,<-'Q,s/ _ {'*'"'^' , ^(. t/Vt\--L. Sq. ft. odded C" / ,. C 7'"' , c' _~ , a .,-" ~ '-v"t. _ c.- ..., V ~'/i'f..-l-/\ r c;.~-Z _ //a(j~.,r~'l-1:.,"", BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: of. d/~ 9-17- -of PUBLIC WORKS COMMENTS: Approval: pccupancy: Walls: Roof: Stories: Residential Units: - Electrical license No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: (1) This permit .... _ in """"""'"' witIl!he provi-.s set forth in your awIication and is subject to tlle laws of !he Stale of CoIorad<> and to !he Zoning Regulations and Building Codes of Wheat Ridge. CoIorad<> or any - applicable ordinances of !he City" (2) This permit shall expire ~ (AI the work authoriZed Is not commenced within sixty (60) days fmm i$SUe dale or (B) tlle building a\JlhOriZed is ..,..,...- or __ lor 0 period of 120 days" (3) K Ihio permit expIreS. 0 new permit may be Ml<luired lor olM of one-haII the omount normally required. provided no "'*- hove been or will be"- in the originoI plans and opedIk.AoI" and IIny suopension or __........thal not exooeded one (1)yeat" If chanlIM haW been or ~ suspension or _te""""'" one (1)yeat. fulI'- - be paid for a new permil (4) No work of any manner _ be done lIIat will change !he naturalllow of water causing a drainage problem" (5) eontractor _ notify the BuIlding InspeclO< -.ty-tour (24) houn in advanCe for all inspections and shan receive written approvol on ~ card before proceeding witIl successive phases of !he job. (6) The issuance of. permit Of the approval of draWings and specifications shall not be construed to be a permit tor. nor an approval of. any violation of the provisions 01 the building codes Of any other ordinance, law, rule or regulation, Expiration Date: Approval: Expiration Date: Approval: .'., ."-~;> ~:::- &~::;~:l""'-'~ Chief ~- OffICial Division of Fire Prevention p.,f\VAD.-<1 1l'~IUJ - ~SINCE ~ .:J ~~1911 , () ~~~~t3 ~ Arvada Fire Protection District Plan Review Comments Date: 9/13/04 Reviewed By: Sparky Shriver Name of Project: Office remodels 4th floor Address: Clear Creek Office Park 4251 Kipling Street Occupancy Class: B Square Footage: 3,800 Sprinkler System: No Fire Alarm System: Yes I) Exit signs shown on the plans shall be subject to field inspection. Additional units may be required. UFC 97 1212.3 2) Emergency lighting shall be subject to field inspection. Additional units may be required. UFC 97 1211.1. 3) Changes to the fire alarm system may be required including additional horn strobe devices. UFC 97 1007.3.1. 4) Provide sufficient electrical receptacles as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3. 5) Carpeting shall be a minimum of a Class II Critical Radiant Flux and documentation shall be provided prior to installation. UFC 97 Appendix IV-A. 6) Exit corridors and openings shall be installed in accordance with the Building Code. UFC 971209. 7) Fire extinguishers shall be a minimum of a 4-A rated, 10-lb ABC dry chemical unit. Contact the Fire Marshal's Office for the number of units and mounting locations. UFC 971002.1. Amended. 8) Any code requirements arising from construction will be addressed. 9) These comments shall remain with the approved plans at the construction site. 10) Contact the Fire Marshal's Office at 303-425-0905 X 212 for questions or additional information. II) Twenty-four hours notice is required for all inspections. UFC 97 103.2.2. 6503 Simms Street . Arvada, Colorado 80004-2607 . (303) 424-3012 . Fax (303) 432-7995 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 16678 Date: 1/26/2004 Property Owner: NEW CLEAR CREEK LLC Property Address: 4251 KIPLING ST Contractor License No. : 21560 Company: LECH STRATEGIES OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 860-0828 Phone: 303-860-0828 Total: $2,000.00 $90.10 $0.00 $24.00 $114.10 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for complja~)I'Jnn the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh:~t Ridge O~":";:.~' . S, for work under th~PZ;i'::':---r (OWNER)(CONTRACTOR) SIGNED ... DATE~ Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: EXTEND RATED CORRIDOR ON EAST WING OF BLDG (4TH FLOOR). RATED ENCLOSURE W/ AUDIBLE FIRE DETECTION. BUILDING DEPARTMENT USE ONLY :t()ni~m_,: Approval: Zoning: _nl1gGQ'mlT!~ Approval: OM Pu~IliWorKll'i:omlT!_: Approval: Occupancy: B Walls: SIC: Sq. Ft.: OK. 1/23/04 Roof: Stories: Residential Units: Electrical License No : 18137 Company: Intermountain Electric, Inc. Expiration Date: 2/28/2005 Approval: OK/KS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and 10 the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the proviSions e uildi s or any other ordinance, law, rule or regulation. Chief or Please sign Terms and Conditions on reverse side of page. 0' WH['T COMMUNITY DEVELOPMENT DEPARTMENT ~~~ BUILDING INSPECTION LINE.. (303.234.5933) U M CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE co, "","if! WHEAT RIDGE, CO 80033 . (303.235.2855) APPLlCA TION Building Permil Number: Dale: Property Owner /V' >: tv C~ . -trL <::::',a >: 'i'<c U.. C. Property Address: 4'Z:;-I)c':f'L. ;.~C} '" ttq-r ,7.-,.o? ~ Contractor License No.: ::;:L I C) b D Company: ,t:.. <; c-If S;TiVtr f c7,'<< 5 /-kc Phone: 303.-8';;0.. <.> 92..8 OWNERlCONTRACTOR StGNATURE Of UHQERST AHOtHG AND AGREEMENT Phone: 3D3 - 8':;0 -o8Z9 I hereby certify that the setback distances proposed by \his permij appllcatioo are ao::urate, and do nol violate applicaNe ordinances. ru~ Of regulaOOns of lhe City of Wheat Ridge Of covenants, easements or restrictions 01 record: that al measurements shown, and al\egaOOns made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheal Ridge Buikling Code (U.8.C) and all other appbcabte Wheat Rtdge inances, lor work under this permit (OWNERXCQNTRACTOR): SIGHE ~ATE~ (O'NNER)(CONTRACTOR): PRINTED OATE~ DESCRIPTION: z',q-e"o ,E *'IT&:> F,..,.-f.-:> CVJl_Iz..~.-O'F.! f:-.,(C-~~L-ir.t(. J..t./( A-u,.o;.",,-,c ;t!:J "'-"' ~.-'fd"- '-'.'" '? c I &<!.-00 F7':-~~' O~'~C77(J/")~ BUILDING DEPARTMENT USE ONLY ZONING COMIIIENTS: Approval: Zoning: BUl..DING CQMME.HTS: Approval: C1(L..~ 'lJ.3pi Pueuc WORKS CCMlEHTS: Approval: ~,,!II ::- ,...../'-', \'"" .C,~diCf Electrical License No: CompanY::;::-/1 ,1." ;n, '"',., T*'\"':'" J ~~-rcta(<.. Plumbing License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: '_:',."::t.:~ Construction Value: S 2000..'-0 Permit Fee: $ Plan Review Fee: $ Use Tax: $ Total Fee: $ SIC: r;'':::>iJ:;i;t:cd l..,' ',::s: Mechanical License No: Company: (1) TJNs penaI.as ttsued ... ___ A....".... the prowtIMMt MlIrMtl WI JOW appIic.DJn and .. tubttct blab. .... of Ib, StIt. of Cokndo and to th, ZOIIhIs RfigUlIt)on1 Iftd BuIcInt CCMhI of Whdl RkIge. Cokndo or WlY" appkabN onIinanc:n of the CIty. (2) Thn l*11li'" upIR. (AI the WOI1l MIthortzed blltOt ~ ... ably ("I daY' from ilsul dIt, or (B) the bu6kIIlt MttorUed it :MI~ Of abalMIoMd fof. ..... _ 12t..... (3) . tIYt ,........... . ... ptf'd 1M)' be ~ .... . he 01 on...... tht amounl: nonnIIy ,....... proWhd no dlanpt tt..... bMn or wtI be madt .. tht 0l'igNI ........ r I' .. , _."...,..... or ...........11 hat AOt u.CMdtld OM (1) 'tw. . dlMpI haw bMll or' IU1J*lsMM or IbMdoftmlllt..~ OM (1) J'Nf'........... be pOI tor.......... (4) No"" of.., ....... thai be doM thII. d\angI the nlbnlao. 01 walW ~.... protHm. (5) CoMrador .11 aotI)< 1M ..... MpectDr twMtr-fow (24) houri in MY.ct tor .. iIlapec:Uona 1111:1... FKeht __ ;approval on iftsped>>ft ~ beton _-.........._-...100- (S) llM ~ 01. pennI or tlMlppI'OWaI of....._ spedf'tationl shall not be tonttrulld to bt. ptmlI lor. nol' an ~proval 01, any vioIlItton 01", prtMstolll at an. buIlBng or.., OCher onIftlfta, iaw, I1llt or~. or Division of Fire Prevention f>-I=WADA 11.~~' UJ - ~SINCE; ~ ~~1911 0 0 ~~O:.& is' - : Arvada Fire Protection District Plan Review Comments Date: '/2"'/64 I / Name Of Project: Reviewed By: L::....I.-..... , , .~ c,._./" (- \""~\c.. o <::c. . ~....\c.. Address: 42<;\ ~~\'\,-<. 4. , Occupancy Class: \0 Square Sprinkler System _Yes - No 1. site: Footage Fire Alarm System ~es ____No 1. The address shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4. Amended. 2. Ex its: 1. Exit doors in Group B, F, M, and S Occupancies that are provided with a key locking device shall be provided with a sign stating, "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. IF FOUND LOCKED, CALL THE FIRE DEPT. Signs are available from the Fire Dept. at No Charge. UFC 97 1207.3. Amended. 2. When exit doors are used in pairs they shall open with one operation. Edge or surface mounted flush bolts are prohibited. UFC 97 1207.3 3. Remaining exit doors shall be openable from the inside without the use of key or special knowledge. UFC 97 1207.3 4. Exit doors shall swing in the direction of exit travel when serving any hazardous area or serving an occupant load of more than 50 persons. UFC 97 1207.2. 5. Exit doors shall be distinguishable from adjacent construction. UFC 97 1207.6 6503 Simms Street . Arvada, Colorado 80004-2607 . (303) 424-3012 . Fax (303) 432-7995 Page Two 1. >< 3. Corridors: Exit corridors and openings shall be installed in accordance with the Building Code. UFC 97 1209. 4. Exit Signs: 1. -$- 2. 3.X Exit signs with battery back-up shall be installed at required exit doorways and where necessary to clearly indicate the direction of exit egress where the exit serves an occupant load of 50 or more. UFC 97 1212.3. Provide additional exit signs at the following locations. UFC 97 1212.3 Exit signs shown on the plans shall be subject to field inspection. Additional signs may be required. UFC 97 1212.3. 5. Emergency Lighting: 1. Provide emergency lighting by night light or battery pack units for an occupant load of 100 persons or less. UFC 97 1211.1 2. Provide emergency lighting by battery pack units as the occupant load exceeds 100 persons. UFC 97 1211. 1. 3.~ Emergency lighting shall be subject to field inspection. Additional units may be required. UFC 97 1211.1. 6. Fire Extinguisher's: 1. Fire extinguisher's shall be a minimum of a 4-A rated. 10-lb ABC dry chemical unit. Contact the Fire Marshal's Office for number of units and mounting locations. UFC 97 1002.1. Amended. 7. Fire Protection Systems: 1. Changes to the sprinkler system may be required due to construction. A minimum of three sets of sprinkler plans shall be submitted for review and comment prior to work commencing. UFC 97 1001.5.1. Page Three 2. Work performed on sprinkler systems shall be from a State of Colorado licensed sprinkler contractor. 3. A separate permit will be required to be obtained from the City of Arvada Building Department. 8. Fire Detection and Alarm Systems: 1.~ Changes to the fire alarm system may be required due to construction. Submit a minimum of three sets of plans for review and comment prior to work commencing. UFC 97 1007.3.1. 2. A separate permit for fire alarm system changes will need to be obtained from the City of Arvada Building Department. 9. Electrical: 1. '>C The owner needs to verify that sufficient electrical receptacles have been provided as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3 2. Electrical disconnects shall be labeled with address and unit number when installed with multiple units. UFC 97 8509.3.1. Amended. 3. Provide locks on circuit breakers providing power to exit signs and night lights as specified in the Electrical Code. 10. Gas Meters: 1. Gas meters shall be protected when subject to vehicle damage. UFC 97 1106. 2. Gas meters shall be identified as to the address and unit number. UFC 97 1106 Amended. 11. Interior 1.L Finish: Carpeting shall be a minimum of a Class II Critical Radiant Flux and documentation shall be provided prior to installation. UFC 97 Appendix IV-A. Page Four 12. Additional Comments: 13.X- 14. X Any code requirements arising from construction will be addressed. These comments shall remain with the approved plans at the construction site. 15.~ Contact the Fire Marshal's Office at 425-0850 for questions or additional information. 16. xections: 1. Twenty four hours UFC 97 103.2.2. notice is required for all inspections. (fJ a: LUUj o o 0, 00 8 A<( "- ~J U' LU~ tJ~ o ~~ D.! (fJ~ DRAWff\J.G J : I 1 I r F I I Lr.:= [!~hJ f...... ...... "l.__J I ..... I I ! I I /1 I j//l !\ I L t-....... ,.~....- -I : I r- i-.. -[} tJJ ~ ....... ~~=".~ J ."...;. L_-~ m" ...- 111 C ~r~\ I t !....._-~_.- k ["\ k"..._.w_._. 1 I L~ 'ca' . I I @ ! j i l~ f I I I r ! . ! f ""h [ f......1 [ 0 ii- -< u;> "1.., ..J L~_J" L_ ~J {~ " L.~ 1rfi)-1 ! (=1] Ilr~) 1u L~J L. .----- ~ U14Ll ~ )~~ If )~ '- "I _.., I [~~~ - :> C=iJ l[]r~ ~ BUI Lr') ,......4' ~C:) C::OLO ; 1) .AF<~~; l~ '--r-,r 81 liLt:) ANn Ll.r;?jJ ~:::;=:::J I ...... ....._ j j ~.- (}) I f!ller"~ t f J~ '(8 ..- .......i "'" ..-'_ """, I " ~ ..; r.' .'. .c... .. ' .... r , .' .' '. '. . h . . . '. : '.. .,; ...' ..." 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". " . ..' . "... . . . I ...,,';',,;1"" .".... n 1 0, TIL.E . L t-IT OOPt A . SEE DETAil t ~~~C---~.._.._..1l11 r:sJ "- L ,._ _~ ~ I~ ' ACCEM PANEL. ' I I /1 P 1/'1, / PfllOVIOIE 2 X 4. ".AGE I f I c::J T fJLU(:)fItf! I i 1~1 ~f r7I L.IGrMT FIX ~ ~Ol i : ~. ILJ _QUI ',.. CIRCUIT6 A6 I : I ~~ / I 1:,:.'1 I I . t I ~ -------4 - - - - - ~. - - - --. .~}- - - - - - -. - - - - - -.4---- - ...... - - - - - - - '- I '.. r . . I ,l~ . . I!J b L IMI T C)F WOJiil< rn J f I rh - _~ rn -- -, 1 F URcTH, ,. Ir2' I I L . ,,'. ~ _<;ii1~;~~l ,. . .... r~'" 4... r {~ '. ,I; ............ r -.. .. I t ~@ ~ .~ . .',. ; :; .... " .i, 1.'1' .' 1/ .: ,f .... '" " ,. . ........ ;. .: '. [1": , . ". ~;~.h;C\~61r;:;r .,~~ '. ' i. : .{,. .....- .' ~. . .... . ;,.' .'.... <~ Or CQ.J A ' ~~ ~.~v~ t:;'t- .11) .f! dAYLE F.e , I * l BERKEY ~* .J - f": B-194.~ _ ~ 'II;'; ~ ~.,7hJ.,~.~."'. JP'~.~ - , . Po ......--- ,~,. \J'$D A ~C~\ \ "'. '\': :"S ..... .'" ;.. .:: , . ; .' !, . ..... >,' :x;' ..'. , f: r...... J ! . :j oj . " ..\ .. .... .... .' :. ..'; ~ II: <( 0.._ .j~ If ':0:: LL u.ti,o .'. Cl. ...... ";,i 'f>r . ~: .. III 1 C\J ~ .. . , ': fJJ a: '0 .., 10 R A=i ~Si. :E . ",/ ..' ." < .~ 't , . I , f: .~.O'................ " ~ :if o -- ..> .", '.; .,'c.' . .. .,' . . .' .: ::1" ..";: ,!" .' .' .~ jg . ~: .. -i> .~. ,: ' .\' t I .... ,.... ".S:.i. ;.;~ ~" , <;f., ~,Cl .;l:; tt - , .ii; .,' '; : :" ..' :" ~'~ ..... ..~ ~ ~ ..' { .: Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80033 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPL Y WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 15796 Tenant Finish OWNER: New Clear Creek LLC ADDRESS: 4251 Kipling Street :U:"l"O PROPERTY ADDRESS: 4251 Kipling Street. Wheat Ridge. CO 80033 CONTRACTOR: Lech Strategies DATE 7/3112003 CHIEF BUILDING OFFICIAL ZONING ADMINISTRATOR 157Cl0 INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS " . WHEAT RI.DGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOB ADDRESS 4;)~ ~~-f L f2j st q:t ~ J (> BUILDING PERMIT NO. )'7770 \ DATE ISSUED 7,/ ;/()3;; OWNER J\h~ (<--I ~*'u'L'i / LL<2___ CONTRAC~OR ,~,:/7 . UL::k"l"'1(J/) (/ f.F I TYPE I OCCUPANCY SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION I DATE I INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) 7 ~ N-~ 0 OOR UNTIL ABOVE HAS BEEN SIGNED Rough Elec ical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation vt/ t, "?/ , 0-63 Framing Insulation 0',(( 1 J lo)oZ , I ~ (/- Drywall Nailing 0)'-- Roofing Refrigeration Electrical Underground Final Electrical Plumbing Heating & Ventilation Frame R,O,W. & Drainage Fire Department Parking & Landscaping 'yo/' OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 1Z;;-r /4/~'/7t 4- :?/D I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ) Gykk ~+ e'1d? d2 ~an:P!'dJ ~~J;c- 4>r.J5f {A7 -/?;frJ? / M You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date .5 Inspector for Building Dept. DO NOT REMO FORM WR6-22 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: 15796 BUILDING INSPECTION LINE - (303-234-5933) Date: 7/3/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: NEW CLEAR CREEK LLC Property Address: 4251 KIPLING ST #310 Contractor License No, : 21560 Company: LECH STRATEGIES OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for complia e the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Rid . , for work unodAeTr th~L~n (OWNER)(CONTRACTOR) SIG ~ Phone: 860-0828 Phone: 303-860-0828 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $15,000,00 $326,70 $212,36 $180,00 Total: $719,06 Description: ]}'~~~ZID Use: ~oning~ronientiU Approvai : Zoning: E;~uil~iligwQrilln@ID~~ Approval: DM Rubl_grks;:Cl:ltlJn:\Ei1)ts~: Approval: Occupancy: Walls: BUILDING DEPARTMENT USE ONLY SIC: Sq, Ft. : OKAY 6/27/03 Roof: Stories: Residential Units: Electrical License No : 18137 Company: Intermountain Electric, Inc. Expiration Date: 2/28/2005 Approval: DM Plumbing License No : Company: MechanicalUcense No : Company: Expiration Date: Approval: Expiration Date: Approval: This permit was issued in accordance with the provisions set forth in yopur application and is subjecllo the laws of the Stale of Colorado and to the Zoning Regulations and Building Gode of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if {A} the work authorized is not commenced within sixty (60) days from issue dale or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natura! flow of water causing a drainage problem Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of ~~roval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions uH i/ / I ~ny other ordinance, law, rule or regulation. (1) (2) (3) (4) (5) (6) Chief Building Inspect "'Il*/ijliirtitmsand CondltlOI'i~';6~;~~ell"if~e. BUILDING PERMIT For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building permit in the City of Wheat Ridge, I do hereby agree to the terms and conditions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit The issuance of a Certificate of Occupancy requires: 1) The completion of all required landscaping and related site improvements, Inspections are performed by the Planning and Zoning Division, , 2) The COmpletion of site drainage/grading requirements per the approved site grading . plan and/or final drainage report and plan, if such report and plan is applicable, For all residential and nonresidential projects with an approved final drainage report and plan, a letter of certification is required from the civil engineer of record, Inspection are performed by the Public Works Department 3) The completion and acceptance by the City of Wheat Ridge of all required public improvements, or a Development Covenant or cash escrow may be required in lieu of construction, as determined by the Public Works Department The Public Works Department performs public improvements inspections, 4) The completion and approval of a Certificate of Occupancy Application form and final inspections, Inspections are performed by the Building Division, All the above items must be completed and approved by Planning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy, Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Uniform Building Code, Section 109) The City is not responsible for any real estate closings or other agreements concerning the property which may be affected by failure to complete the above items and obtain a Certificate of Occupancy, I have read, understand and agree to the foregoing terms and conditions, I have received a copy of the application for Certificate of Occupancy, N,m'(PI"'~"~'C4h~ Signature: ~_ ,_. Date: q/tJ/o'5 Building Permit Number: (5"916 Date: 7(:$(0.3 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH A VENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPUCA TlON Property Owner: Property Address: Contractor License No.: Company: IVtw 1<-~ .215"" 0 ,t. 'Ec-II- C" t:.<~T1_ ~ H k:: i-L C- rLf''''''''':J ~r It- 310 Phone: :30")-'b~o -0 ~<:'c. ~~9/'U Phone: aGo -0828 Q\\-:,\[R/CO='TRACTOR SIG~A n'RE OF \)~'m[RST A:'\D1~G A:"iD AGREEML--;T Construction Value:S/fooo Permit Fee:S Plan Review Fee:S ~ Use Tax:$ Total:S I hereby ,eMify that the setback disumces proposed by Ihis permit applic<ltion are accurate, and do not ...iolate applicable: ordinances, rules or regulations oflhe City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements sho'>'1l, and allegations made are accurate; thai I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the 'W'heat Ridge Building Code (U.B.C) and all other applicable Wheal Ridge g.rdinances, for work under th" peron ~ (O\\'''RXCO~'TRACTOR)SlG''~ /{.... . DATE r:ri~ (O"""ERXCO~'TRACTOR)'PRlNTEO~Hf",", br:cHnr" DATE ~~ DESCRIPTION: r 'Z,,'t'" 1 <Z:~A? U;Ul.JOCf7l../ Alrw- W.I\"-(..,$ ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: N-'a- PUIIUC WORKS COMM~HTS: Approval: Occupancy: Walls: 57 Elecuical License No: / f' / ~ CompanY:..l:r<a"'6"nt1P .~ tc lO-rc;G Expiration Date; Approval: A" (;5 it-- .s" J.>r---L ?/ I () - iZ-'<,;1otaDfi./ t::>'i~ C/\>"f'i'- c.",~ E-r- P<:Jd/'l..q-- /' BUILDING DEPARTMENT USE O;,\L Y SIC: .'~.*~3 Sq,Ft,: ~,~ tU~Ea ~ ',1?-,5 <' ,~J ----Ls;. -- --- Roof: Stories: Residential Units: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: (1) This permil was issued in accordance with the pro,;sions ~ fontJ in ;."OUr applicalion and is subjecllO the Ilws of me SUlIe of Colorado and 10 tM Zoning Regulations.1ld Building Codes of\\"heal Rtdge. Colorado Of an> ower applicable ordinances oflht' Cily. en This permit shalleAl)ire if(A) the work aulhorizcd is no! commenced wilhin si}l,f)' (60) days from i~ue dalC' or {B) me building lulhorized is suspended or abandoned for 1 period or 120 elIys. (}) Iflhis pc:rmil c:ltpiru, . l\C'v.' permil may be acquired fOf. fee of onc-halfthe amounl nannllly required, provtded no changes have bttn or will be nudc in the original plans and :specifications aDd any suspension or ab.Pdoomml has no! CA~ecdcd one (1))Uf. If changes hue- b<<n Of jf suspension or .bandonmc:nI aceeds OM (I) yeM, fuI fees shaD be: pIIid for . DeW permit. (4) No work of any manner shaD be dooe thlil will cheF the nawn! flow of WIIn caU5ittS . drainage problem. (5) ContraclOl' $haD nobly the Buildinllnspr.aor (Weaty-fow (24) hours in ad\'lOCC' for all inspc:cOons and sh.all reo:ei,.c wrinm approval on inspectioo card beron proceedina wicb successiw phases of lhe job_ (6) The issuancc or. pcrmil or Ihc approval of dnwinp ud $pCCir",.tion$:shaI1 DOl be constnlcd to be 1 pennie for, nor an .ppro,~1 of. any violation oflhc provislcru ortbc: -!dinl codes Of any oma ordinancc, law, ruk or rC'JUlarion. Division of Fire Prevention f:'-BVAD"q TJ(~i" w Jl ~SINCE, :J ~~1911 " () ~~& ~I$' <(; Arv'ada Fire Protection District Plan Review Comments Date: 1/7-/03- ( Reviewed By: ~,,~,~~ Occupancy Class: \<..,~\,....~ \ e, (1"'<"'\'- ncs.....q ~ -.:..\() ~d d. .""~ Name of Project: r \t.rA~ Address: U.~S\ Square Footage Sprinkler System ____yes ~No Fire Alarm System ~Yes ____No 1. Site: 1. The address shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4. Amended. 2. Exits: 1. Exit doors in Group B, F, M, and S Occupancies that are provided with a key lo~king device shall be provided with a sign stating, "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. IF FOUND LOCKED, CALL THE FIRE DEPT. Signs are available from the Fire Dept. at No Charge. UFC 97 1207.3. Amended. 2. When exit doors are used in pairs they shall open with one operation. Edge or surface mounted flush bolts are prohibited. UFC 97 1207.3 3.~Remaining exit doors shall be openable from the inside without the use of key or special knowledge. UFC 97 1207.3 4. Exit doors shall swing in the direction of exit travel when serving any hazardous area or serving an occupant load of more than 50 persons. UFC 97 1207.2. 5. Exit doors shall be distinguishable from adjacent construction. UFC 97 1207. 6 6503 Simms Street . Arvada, Colorado 80004-2607 . (303) 424-3012 . Fax (303) 432-7995 Page Two 3. Corridors: 1.~ Exit corridors and openings shall be installed in accordance with the Building Code. UFC 97 1209. 4. Exit Signs: 1. ~ Exit signs with battery back-up shall be installed at required exit doorways and where necessary to clearly indicate the direction of exit egress where the exit serves an occupant load of 50 or more. UFC 97 1212.3. 2 . Provide additional exit signs at the following locations. UFC 97 1212.3 3 . x Exit signs shown on the plans shall be subject to field inspection. Additional signs may be required. UFC 97 1212.3. 5. Emergency Lighting: 1.~ Provide emergency lighting by night light or battery pack units for an occupant load of 100 persons or less. UFC 97 1211.1 2. Provide emergency lighting by battery pack units as the occupant load exceeds 100 persons. UFC 97 1211.1. 3 . x Emergency lighting shall be subject to field inspection. Additional units may be required. UFC 97 1211.1. 6. Fire Extinguisher's: 1. Fire extinguisher's shall be a minimum of a 4-A rated, 10-lb ABC dry chemical unit. Contact the Fire Marshal's Office for number of units and mounting locations. UFC 97 1002.1. Amended. 7. Fire Protection Systems: 1. Changes to the sprinkler system may be required due to construction. A minimum of three sets of sprinkler plans shall be submitted for review and comment prior to work commencing. UFC 97 1001.5.1. Page Three 2. Work performed on sprinkler systems shall be from a State of Colorado licensed sprinkler contractor. 3. A separate permit will be required to be obtained from the City of Arvada Building Department. 8. Fire Detection and Alarm Systems: 1.~ Changes to the fire alarm system may be required due to construction. Submit a minimum of three sets of plans for review and comment prior to work commencing. UFC 97 1007.3.1. 2. A separate permit for fire alarm system changes will need to be obtained from the City of Arvada Building Department. 9. Electrical: 1.~ The owner needs to verify that sufficient electrical receptacles have been provided as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3 2. Electrical disconnects shall be labeled with address and unit number when installed with multiple units. UFC 97 8509.3.1. Amended. 3. Provide locks on circuit breakers providing power to exit signs and night lights as specified in the Electrical Code. 10. Gas Meters: 1. Gas meters shall be protected when subject to vehicle damage. UFC 97 1106. 2. Gas meters shall be identified as to the address and unit number. UFC 97 1106 Amended. 11. Interior Finish: 1.~ Carpeting shall be a minimum of a Class II Critical Radiant Flux and documentation shall be provided prior to installation. UFC 97 Appendix IV-A. Page Four 12. '>( Addi t ional Comment s: ~ "A. \,\ , n..\e",...,r>rw-o.. \-.....n..~_<:.... ~(..~ \...,p rt'"O'...\..c"..A'\ 1 \..- ~\.:..,,~ . ,,,,,,,\-s. -\v y, e.. <"... ':\ (V' "",\...c.. \-. ~ ""<..\...:\),.J . or 1 3 . x X Any code requirements arising from construction will be addressed. 1 4 . These comments shall remain with the approved plans at the construction site. 15.~ Contact the Fire Marshal's Office at questions or additional information. 1_ 8!1lJ for u..~- 0'\05 'X..,;)...,:>- 16. Inspections: 1.~TwentY four hours notice is required for all inspections. UFC 97 103.2.2. Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RlDGE FOR THE FOLLOWING PURPOSE. PERMIT # 15657 Tenant Finish #335 OWNER: New Clear Creek LLC ADDRESS: 4251 Kipling Street PROPERTY ADDRESS: 4251 Kipling St. #335. Wheat Ridge. CO 80033 CONTRACTOR: Lech Strategies DA TE 6/30/2003 CHIEF BUILDING OFFICIAL ZONING ADMINISTRATOR ..... INSPECTIONS \J,' '. NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOB ADDRESS 4u:.:, i V-CfUA '1'1 C~ <==;f-, BUILDING PERMIT NO. ~c;) ("Cj :::r- OWNER ;JQ~L-J C eJ7ct '( C ,~t J.t u f' -' CONTRACTOR (jJ P -h Sta-A+ ';;y 'n ,1 SETBACKS FROM PROPERTY LINES: NORTH -~0--6'+-=:f M tuc~f #335 DATE ISSUED i..? I cz ,/ rPJ I TYPE I OCCUPANCY I SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION I DATE I INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical --I/).... '" '3 Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Framing Insulation (7'/<.1 ;:/;O/t:!3 1 ~.V: Drywall Nailing Roofing Refrigeration Electrical Underground Final Electrical Plumbing Heating & Ventilation Frame . c:::- R.OW. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: 15657 BUILDING INSPECTION LINE - (303-234-5933) Date: 6/9/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: NEW CLEAR CREEK LLC Property Address: 4251 KIPLING ST #335 Contractor License No, : 21560 Company: LECH STRATEGIES OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all co itions printed on this application, and that I assume full responsibility for complian with the Wheat Ridge Building Code (U.B.C.) and aU other applicable Wheat Ridge ocr,' ,AC 5, for work underthi~L~~_ (OWNER)(CONTRACTOR) SIGNE ' DATE~ Phone: 860-0828 Phone: 303-860-0828 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $3,000,00 $108,30 $70.40 $36,00 $214,70 Total: Use: Description: STE 335 TENANT FINISH, MINIMAL DEMO, 3 NEW OFFICES, 8 ELECTRICAL OUTLETS -NEW- CARPET & PAINT Zoningt~!fmmeIJ1~~ Approval: Zoning: B 'I"~'C ",~,~", Ilt\,.,..g; " Qml1l..'J:l.~!j:" Approval: OM Rlllffic Wdrlt;l'flo' menrm 0,~"", i'~C. m ~","!j" Approval: Occupancy: Walls: Electrical License No : 18137 Company: Intermountain Electric, Inc, Expiration Date: 2/2812005 Approval: OK/KS BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: OK PER REOLlNES. 6.2.03 Roof: Stories: Residential Units: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provi' of the building codes or any other ordinance, law, rule or regulation. "'~' WHO<r "', , " - ," V M COL OR ,.<;P COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPUCA.TION Building Permit Number: Date: Property Owner: /V~" C"Ip'L 0'-H1<' L-L G J/e~ 335 Property Address: 4ZS-/ ;L f>"-'~'> S'r tJ4?rr-JL;O,? L Contractor License No.: 'Z / ;s-t; 0 Company: L 'f:c.ff g777'\7'L 6.>; f"-, .;z:;, c. 80::;0 - 09"'-8 Phone: 3<:>3 &~ ( ] ~r'1- Phone: $d~ - 8Go ,- 0 8 z. 8 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING A.."'iD AGREEMENT I hereby certify that the setback distances proposed by this pennit application art accurate, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge ~;I~~~ode (U.B.C) and all othe; applicable Whea~nances, for work unde; (OWNERXCONTRACTOR)'SlGNE~. ~ ~ // "," s;kf, DESCRIPTI~: s".k "'-' - _ r _, $ /~/I"r:>""'- r>r>,..sl/- .:-r'~,""-,\L. /J'i/hOj 8 Construction Value:$3 000 Permit Fee:$ Plan Review Fee:$~ Use Tax:$ Tota):$ :5 ,~"t../ 1't--ze'f"n-:c-'\'1.... lZ>U-T'-L''/? -//f'I--' - C"t>}"€l . Sr'/'t;>^~ BUILDING DEPARTMENT USE 01''1- Y SIC: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: (liC- p... )2...d1(~ 5 ~ ~tJ? PUBUC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: / 91) r -- ' Company: -/-.., T'f.,"l;+tc '-"t",n l7() '........ 7~~~c.-(--n / C- Expiration Date: z../z 2(05- Approval: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: (1) This pamitwas issued in accordaDce wilh chc provisions 5et forth in your *PJilicati0ll aDd is subject kl the laws oflbe State ofColondo and to the Zoning ._ Rqulations aDd BuildiDa Codes o(Wbeat R:idae. Colcndo or any other applicable ontinances oCtile City. (2) This permit shall expire if(A}1ht work aulhorized is notcommenccd within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned fctr . period of 120 days. (3) If this permitupiru,. oew pamit may be acquired for. fee of one-halfthc amount oonnaIly required, provided no changes blve bceD or will be made in the origiaaI plans U1d specifications and any suspension or abmdonment bas DOl exceeded one (1) year. If changes have been or if suspension or abandonment exceeds ODe (1) year, full fees shall be paid fora new permit (") No wmkofany IIIID.1lCf abaIl be &me dIa1 will chu&e the natunJ flow ofwatucausma:. drainap: problem. , (5) Conttactor.shall notifytbe Building lDspector tweDty-four(24) houn: in advance for all inspections and shaD m:eive v.rritletJ approval on inspection card before proccedina with successive phases of the job. (6) The issuance of. permit or the IpptOval of drawings and specifications shall not be construed to be . permit for, nor an approval of, any violation of the provisions of the ding codes or any other ordinance, law, rule or regulation. Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPL Y WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LA WS OFTHECITY OF WHEA TRIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 15308 Tenant Finish #440 OWNER: New Clear Creek LLC ADDRESS: 4251 Kipling Street #440 PROPERTY ADDRESS: 4251 Kipling Street. Wheat Ridge. CO 80033 CONTRACTOR: Lech Strategies ZONING ADMINISTRATOR -t!17l~ -t!1fl~ (/ DATE 5/1/2003 CHIEF BUILDING OFFICIAL INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD 1=iq~O DATE ISSUED 4"/~::J --r,;'" !".J: I.',', \;'1'\. -"\:.1 Lr ~_\. 1-, , \ ,-, JOB ADDRESS '1;1. t:.7/ ~:rf;"5 -:;1 I BUILDING PERMIT NO. 15 '3 ~ C7 OWNER ",Irk (\r,c, (r='L. LtG CONTRACTOR L.~ c7tr~t-\ ""~D ~ v SETBACKS FROM PROPERTY LINES: NORTH I TYPE I OCCUPANCY I SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION I DATE I INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical oR iI_ (0 -l"3 ~ t5 Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Framing ",Ir '/1/0/ C;'-3> r7, ~ Insulation Drywall Nailing 17,I( L0 / cl03 e/ Roofing Refrigeration Electrical Underground Final Electrical Plumbing Heating & Ventilation Frame R.OW, & Drainage Fire Department Parking & Landscaping - ?..'f-oJ v. ~. 6 /. c;; ? r, OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT "(HIS CARD FROM THE WEATHER Division of Fire Prevention p..'f\VAOA I1t~iW I SINCE _ .:J ~~911 \ U ~~IJ ~\S' ~ Arvada Fire Protection District Plan Review Comments Date: >:; /L'O/C:>.~ I I Name Of Project: ('-~~ Occupancy Class: \~";,f\''''' e:, Reviewed By: ~~~ L...a.~_ C\U...'.~ ~..--,.... ~ ~~S; S\....r. v'-<" Address: '-\2-,\ Square Footage 9:>1 D ~NQ Fire Alarm System ~Yes _No Sprinkler System _Yes 1. site: 1. The address shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4. Amended. 2. Exits: 1. Exit doors in Group B, F, M, and S Occupancies that are provided with a key locking device shall be provided with a sign stating, "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. IF FOUND LOCKED, CALL THE FIRE DEPT. Signs are available from the Fire Dept. at No Charge. UFC 97 1207.3. Amended. 2. When exit doors are used in pairs they shall open with one operation. Edge or surface mounted flush bolts are prohi bi ted. UFC 97 1207.3 3. Remaining exit doors shall be openable from the inside without the use of key or special knowledge. UFC 97 1207.3 4. Exit doors shall swing in the direction of exit travel when serving any hazardous area or serving an occupant load of more than 50 persons. UFC 97 1207.2. 5. Exit doors shall be distinguishable from adjacent construction. UFC 97 1207.6 7300 Kipling Street . Arvada, Colorado 80005-3876 . (303) 463-7655 . Fax (303) 422-5549 Page Two 3. Corridors: 1. Exit corridors and openings shall be installed in accordance with the Building Code. UFC 97 1209. 4. Exit Signs: 1. Exit signs with battery back-up shall be installed at required exit doorways and where necessary to clearly indicate the direction of exit egress where the exit serves an occupant load of 50 or more. UFC 97 1212.3. 2. Provide additional exit signs at the following locations. UFC 97 1212.3 3..-X Exit signs shown on the plans shall be subject to field inspection. Additional signs may be required. UFC 97 1212.3. 5. Emergency Lighting: 1. Provide emergency lighting by night light or battery pack units for an occupant load of 100 persons or less. UFC 97 1211.1 2. Provide emergency lighting by battery pack units as the occupant load exceeds 100 persons. UFC 97 1211. 1. 3. Emergency lighting shall be subject to field inspection. Additional units may be required. UFC 97 1211. 1. 6. Fire Extinguisher's: 1. Fire extinguisher's shall be a minimum of a 4-A rated, 10-lb ABC dry chemical unit. Contact the Fire Marshal's Office for number of units and mounting locations. UFC 97 1002.1. Amended. 7. Fire Protection Systems: 1. Changes to the sprinkler system may be required due to construction. A minimum of three sets of sprinkler plans shall be submitted for review and comment prior to work commencing. UFC 97 1001.5.1. Page Three 2. Work performed on sprinkler systems shall be from a State of Colorado licensed sprinkler contractor. 3. A separate permit will be required to be obtained from the City of Arvada Building Department. 8. Fire Detection and Alarm Systems: 1.X Changes to the fire alarm system may be required due to construction. Submit a minimum of three sets of plans for review and comment prior to work commencing. UFC 97 1'007.3.1. 2. A separate permit for fire alarm system changes will need to be obtained from the City of Arvada Building Department. 9. Electrical: 1. x The owner needs to verify that sufficient electrical receptacles have been provided as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3 2. Electrical disconnects shall be labeled with address and unit number when installed with multiple units. UFC 97 8509.3.1. Amended. 3. Provide locks on circuit breakers providing power to exit signs and night lights as specified in the Electrical Code. 10. Gas Meters: 1. Gas meters shall be protected when subject to vehicle damage. UFC 97 1106. 2. Gas meters shall be identified as to the address and unit number. UFC 97 1106 Amended. 11. Interior Finish: 1.~ Carpeting shall be a minimum of a Class Radiant Flux and documentation shall be to installation. UFC 97 Appendix IV-A. II Critical provided prior Page Four 12. Additional Comments: 13. x X 14. 15. x Any code requirements arising from construction will be addressed. These comments shall remain with the approved plans at the construction site. Contact the Fire Marshal's Office at 425-0850 for questions or additional information. 16. Inspections: 1.~TwentY four hours notice is required for all inspections. UFC 97 103.2.2. Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEA T RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 15248 Tenant Finish OWNER: New Clear Creek. LLC ADDRESS: 4251 Kipling St. Ste. 110 PROPERTY ADDRESS: 4251 Kipling St. Ste. 110. Wheat Ridge. CO 80033 CONTRACTOR: Lech Industries ZONING ADMINISTRATOR DA TE 4/1 0/03 CHIEF BUILDING OFFICIAL INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 IN_SPECTION REC~ .\W~ JOB ADDRESS L\.~~\ ~\ \ \'Ie;) 'St S!o. \ \D c- , ' _' TYPE OCCUP NCY BUILDING PERMIT NO. -''6 DATE ISSUED :'l -~ \ - D-=) OWNERA\J...") \'\Cl0l';\ \''\\\l\l'Q I ~~ CONTRACTOR lZ:i' 'h ~ \"C\01 ~""D&0 SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION I DATE I INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) I ~. G- Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED 3-2- / Framing Insulation c',l,i 3/;;'//07. 16 v:- Drywall Nailing Roofing Refrigeration Electrical Underground Final Electrical Plumbing Heating & Ventilation Frame R,Q,W. & Drainage Fire Department Parking & Landscaping ('( ~6- p: /?- L OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ---- Building Permit Number: Date: 15308 4/8/03 Property Owner: NEW CLEAR CREEK LLC Property Address: 4251 KIPLING ST Contractor License No. : 21560 Company: LECH STRATEGIES OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, ru"les or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance .~ith the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe~~ Ridge ~~dina es, for work under this ~er/~t. / (OWNER)(CONTRACTOR) SIGNED _ / DATE~ Phone: 864-9774 Phone: 303-860-0828 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $7,000,00 $181,10 $117,72 $84,00 $382,82 Total: Use: Description: TENANT FINISH - STE 440 - MINIMAL DEMO, 5 NEW OFFICES, 10 NEW ELECTRICAL OUTLETS, CHARPET, PAINT & NEW TILES Zoning Comments:. Approval: Zoning: Building Cornnl"ents: Approval: OM Public Works Comments;, Approval : Occupancy: Walls: BUILDING DEPARTMENT USE ONLY Sq, Ft. : SIC: OK 4/8/03. NO PLUMBING/MECHANICAL PART OF PERMIT. Roof: Stories: Residential Units: Electrical License No : 18137 Company: Intermountain Electric, Inc, Expiration Date: 2/28/05 Approval: OK/KS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and 10 the Zoning Regulations and Building Code of Wheal Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is nol commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceed?f;'ing. uccessive ses of the job. The iSS. of p appco,al of dcawlngs and specifications shall n. ot be construed to be a permit for, nor an approval of, any violation of the provision" ,bUil e rdinance, law, rule or regulation (1) (2) (3) (4) (5) (6) Chief Building Inspector COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPUCA.TION Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: AIr.", 4'25>/ ~i'~;,d7 z/sr; 0 / 'i'c/-f Ci. €f\7z. ~ il.<C. E fL- y, LC.L w rff:J'iri2 'n6~ , Phone: 305, ';G f -"'lF1+ gn2,~""1:~ S' . '" Phone:"e3 - 960 -0 1)2 ~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements orrestrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under thisl?ennit. ~ /'.7 (OWNER)(CONTRACTOR)'SIGNED~/& DATE~; DESCRIPTION: ' Construction Value:$ ::;,0() 6 Permit Fee:$ Plan Review Fee:$ YC:S Use Tax:$ Total:$ --- / 't,"A;~1 ~ , 7"' ~, s H ,gu/'rt "f '1c~ - '-F. I If"", /Ylf..t L- Yl C' '--/0 r"1'iw or.=tC.....r "_J f. I / <-> /0 ~-'I i'- <;;:, C c: 17Z :?<yt.... C)(jrL r..TS ... C/'Py f., ,/,"'b~( ,/lfV c: /-:~t. ~- S. ~"'If..> ' BmLDING DEPARTMENT USE ONLY SIC: Sq,Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: C1~ .tt1S? 103 f}..., Approval: - <1"' .,/ fSb (1VMb! p?Ld, fc?r1-o s=: Ibm-ift PUBLIC WORKS COMMENTS: Approval: ~IE '''1M' b ;"UU3 ------------- Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: l~o~" 6~. Expiration Date: Approval: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new pennit may be acquired for a fee ofone-haIfthe amount nonnally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year, Ifcbanges have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a newpennit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem, (5) Contractorshall notify the Building Inspector twenty-four (24) homs in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions the building codes or any other ordinance, law, rule or regulation. Arvada Fire Protection District Division of Fire Prevention March 27, 2003 Clear Creek Office Park 4251 Kipling Street Wheat Ridge, CO 80033 Re: Suite 440 remodel Dear Clear Creek Office Park: The following comments are made in response to the above noted plan review. The Uniform Fire Code, 1997 Edition, and other amendments, codes or references within the Fire Code, as adopted by the City of Wheat Ridge govern these comments and resulting requirements. I. The current supply to an exit sign shall be from the premises wiring system. Power to the second lamp shall be from storage batteries or an on site-generator set and the system shall be installed in accordance with the Electrical Code. UFC 97 1212.5 2. Add another single sided exit sign adjacent to door 404 pointing to the exit. The sign shall face east, guiding individuals from the reception area. UFC 97 1212.5 3. Provide emergency lighting by night light circuits or battery pack units. UFC 97 1211.1 4. Carpeting shall be a minimum of a Class II Critical Radiant Flux. Documentation shall be provided prior to installation. UFC 97 Appendix IV-A 5. VerifY that sufficient electrical receptacles are installed as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3 Twenty-four hours notice is reQuired for all inspections. Inspections will be comoleted Monday- Thursday from 8:30 AM to 4:30 PM. Any code requirements arising from construction will be addressed, These comments shall remain with the approved plans at the construction site. Contact the Fire Prevention Office at (303) 463-7735 for questions or additional infonnation. Respectfully, CJ@tufaIl s. W~um Deputy Fire Marshal Arvada Fire Protection District 7300 Kipling Street Arvada. Colorado 80005-3876 (303) 463-7655 Fax (303) 422-5549 N r-- -----1 I I L__ -- ------. ----.---------- I I I I LATCHSET LATc.HSET L.A TCHSET LATCH5ET ~. ~ ~ aj ..... (U o MARK MATL 401 :Sl_OIl 1'-0'.' I ~/4ff OAK 5TUFF 40::2 ~ j -0 if , '-0;11 t :3/4 f' OAK STUFF NONE 405 ~1_OII 11-0,11 i :5/4tl OAK STUFF NONE - 404- :Sf_On "71-0 1I I 9/4u OAK STUFF NONE 405 :; '-0 II 11_OH I 5/4H OAK f> TUFF NONe 406 51_Olf , '_OJJ I OAK STUFF NONE 401 el-oH 'i_OU I 3/4" OAK STUFF 40~ ~'_O" 1'-0" ! :5/411 OAK 5TUfl=P 40<1 5'-011 ,) -011 I :5/4r1 OAK STUPP: 410 :31_Oll 'I_OM I :5/4H OAK, T~MEL Y T~Ma y TFMEL "y' ....... ro OJ ..c ~ -ti CD c en U5 I ~ I '-.:t ~ .....J <t CONSTRUCTION SYMBOL AC TICAL CEILIf\.tG uecs 2(t)0 s.ERre& 'L' TRIM ~ [I 0 <:( 0 0..1-<:( WWa: uwO -[I....J LLI-O EScnu ~C!)ui wZ UJ- ...J CI:0..- U-[I a:~1-- <:(~L] Wl!)::r: d~s EXl5TINCS TO ~EMAIN --___..J eXleTfNG TO NEW DRYWALL DET AIL ~ r:- (J)~ CI:! W~ l!) o o o CD o o ~<! a: . ... a tt\ GlA METAL eTUDe rt\ MeTAL F<UNNER6 4 BOTTC:t1 ION ,. . %1 .4 · C) w (J ~lii Cl.! r.'. .....i. ..n. ......'.... ... . .~..... 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Sw IT -- 5tJ:OlLN E)<, (..... t:. r-" I ...ANCE WUICU EXl15Tl )-'MS LEC-tE' ..;::r--=":"~=J _UCJ~~- IGlHT RECESSED 'LUO~t=:~rJ:' L ReIIO ~p=rt:a..a.r:rJ FLU JW'+-~r.t- ~.t=l oe.A EXISTI ;p;:: -:::a..~=[) FLUORE5CENT Li6~T FIXTURE MA TCf...4 EXISTING 51~N $ SWITCH I I I I ~ · c50~ [}:5 :> 1-j- 1)S cD CP< ::::::::=:::::t 0<0 1\ 0<0 ;1 ~ ~b ~ ' I rh I ] C1 ---- - -~_. .....~- w (~? J -- I _'~_......L. -~- - - - --- --------- I T f I I I I I I I -tp- r I 1 I I I I I I I I I -d I I I I I I I I I I I ---- --- -- --- I t I " '.,.,. .' ,~<.:, ,. . 'ii':" . " " -- ------- I 1 I FOURTH FLOOR (:5 ~ i~~ ,~ . :~: tit , : , .>, , ':'. y '.: ", "', . :;" ",'.:.? >. ,; '. ':'. ,,',:.,'< '.' , .4. .: ,.:": ISIO ~ \. ~l.fOlo~ ~~ ~.2~..07 ~ j * ~ GAYlE F. I I I 1 BERKEY * B-1945n _LVJ ~. ..-7f~ '. ~ [O~'V ~ a: D <( 0 0..1-<( LULU a: ULUD -a:-.J LLI-D E5(J)U ~t!)u..j LUZt!) LU-O a:.....J. U9:a: a:~1- <(~~ LUID:!: -.JCU> U~> 008 C\J r.r~ (Y) W~ o o o co 8 ~~ 9 ..... 8 )> cr:r.w. o cr:r. Wz (J fi ~ <( ~ ~ ~ NO. " ~ ~. ~ ~ ~ l~ ~ ~ ~ ~ c~ ~~a :~l ~ rt\ LL ~ . ~~ : - \,~~ '" .,' ,. Ie: .: Arvada Fire Protection District Division of Fire Prevention March 27, 2003 Clear Creek Office Park 4251 Kipling Street Wheat Ridge, CO 80033 Re: Suite II 0 remodel Dear Clear Creek Office Park: The following comments are made in response to the above noted plan review. The Uniform Fire Code, 1997 Edition, and other amendments, codes or references within the Fire Code, as adopted by the City of Wheat Ridge govern these comments and resulting requirements. I. The current supply to an exit sign shall be from the premises wiring system. Power to the second lamp shall be from storage batteries or an on site---generator set and the system shall be installed in accordance with the Electrical Code. UFC 97 1212.5 2. Provide emergency lighting by night light circuits or battery pack units. UFC 97 l211.1 3. Carpeting shall be a minimwn of a Class II Critical Radiant Flux. Docwnentation shall be provided prior to installation. UFC 97 Appendix IV-A 4. Verify that sufficient electrical receptacles are installed as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3 Twenty-four hours notice is required for all inspections. Inspections will be completed Monday- Thursday from 8:30 AM to 4:30 PM. Any code requirements arising from construction will be addressed. These comments shall remain with the approved plans at the construction site. Contact the Fire Prevention Office at (303) 463-7735 for questions or additional information. Respectfully, 1@mfa{[S. Weigum Deputy Fire Marshal Arvada Fire Protection District 7300 Kipling Street Arvada, Colorado 80005-3876 (303) 463-7655 Fax (303) 422-5549 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 15255 Date: 3/24/03 Property Owner: OGILVIE PROPERTIES Property Address: 4251 KIPLING ST Contractor License No,: 18651 Company: B & P Plumbing Phone : 303-860-0828 Phone: 4253585 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Total: $2,620,00 $108,30 $0,00 $31.44 $139,74 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B,C,) and all other apPlicabl"J?~~'[I:,or work under this p;rmit. (OWNER)(CONTRACTOR) SIGNED /f"i: I DATEJ-~ 83 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: ADDING BREAK ROOM SINK, BUILDING DEPARTMENT USE ONLY zo~frig Comments: Approval: Zoning: BUildjng1Cor:nmetits: Approval: OK/OM ,.., ....',1'1'1>;(".... .:."..;.,....\ Public WorRs Comments: Approval: SIC: Sq, Ft. : 3/24/03 Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (GO) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector ~' ~H[.r 1> " / ~ . 0 - '" V -', fTl C'O(ORP.;;P COMMUNITY DEVELOPMENT DEPARTMENT BillLDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLICATION Building Permit Number: Date: Property Owner: <:{j,.Lv/C. Pr'1P~f;"'-6 /1'.25'1 /<';P(">>--7 S-r- Property Address: V Contractor License No,: It b ~ I Company: <3 ~p /'/k... b.',,-J:i. Phone: 3<3.]- ,f~o- Od'2!T Phone: Jo..?-~~..?,fcF.s- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value:$ ':':lSJ;)D':5: Permit Fee:$ \CB.?JJ Plan Review Fee:$ Use Tax:$ Total:$ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements orrestrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge BUild. ing Code (V.H.C) and all other applicable Wheat Ridge Ord~nces, for work under thispennit. ~ ~ (OWNER)(CONTRACTOR),SIGNED A ~.::;1' DATE J-2:;t<I.3 DESCRIPTION: J?"tCZh r .(J''1..'S (, G.~.',? 6rcyK-rcnJ;""" s,'"/~ G <"k tV'<< L A.~......., '-t '-'/0$2'1 r BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: #0 _ Approval: / PUBLIC WORKS COMMENTS: Approval: 3/~1ol Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This pennit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This pennit shall expire if(A) the work. authorized is not conunenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pennit expires, a new pennit may be acquired for a fee ofone~halfthe amount nonnally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonmenthas not exceeded one (l) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify theBuilding Inspectortwenty~four (24) hours in advance for all inspections andshall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a pennit or the approval of drawings and specifications shall not be construed to be a pennit for, nor an approval of, any violation of the provisions of the buil. codes or any other ordinance, law, rule or regulation. ,- T I I \_ . _ J. _ _. _.. _ .. _ . . - J. - _:~ I I I PVT OFF I I I 106 I Ii mullion Ie I ~~~~ I RELOCAT/= EXIST WINDOW TO N~W FOSI ON 5I-lOUN. ! l-4EAD l-4EIC:il-4T TO "-1Z>' AFF.J I r" ! i \ /6. 11Z>11 1"- \ '-.. I r--' \ '-.. FROVIDE1'4' X 8' FAINT! FL YWOO TERMINAL El< ----- -----. ----- ------ I /' + I b_ ----- ,---- II II . ALIGN . . I TEL EQUI I 105 I I . - . ,- --- --l=_-- ~ovIDE ElL De:. STD II " {>- FLAS LAM COUNTER WI I'" ~ FLASl-4, ElAe>E ~ WALL I' ,'>."' 519 4l CASTS, SINc:.LEElOWL : ST. STL SINK WI I40T , II =l::! COLD WATER, l1.L - - - - . WASTE , VENT 1- - - - - - AS REQUIRED - - 1112'_1Z>' \ I I I I I \ I \ \ -M----------~--------- Building Permit Number: 15248 Date : 3/21/03 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303.234.5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: NEW CLEAR CREEK, LLC Property Address: 4251 KIPLING ST Contractor License No, : 21560 Company: LECH STRATEGIES OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance;with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ,9fdinap.ces, for work under this permit. (OWNER)(CONTRACTOR) SIGNE't:'~-Z";L DATE5/~-/o2, Phone: 303-864-9774 Phone: 303-860-0828 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $10,000,00 $235,70 $153,21 $120,00 $508,91 Total: Use: Description: WALL DEMO, ELECTRICAL, NEW WALLS, DOORS, & ELECTRICAL PER PLAN, PLUMBING WILL BE BY SEPARATE PERMIT, Zoning:Commeni~: Approval: Zoning: BuildingiC(:ommenls: Approval: OK/OM plfblill wa'fi{$ Comromts: Approval: Occupancy: Walls: BUILDING DEPARTMENT USE ONLY SIC: Sq, Ft. 3/20/03. Roof: Stories: Residential Units: Electrical License No : 18137 Company: Intermountain Electric, Inc, Expiration Date: 2/28/05 Approval: OK/DM Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City, (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one.half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing successiv hases of the job. (6) The i ea' r e approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the of e b . d ther ordinance, law, rule or regulation. Chief Building Inspector CO~TYDEVELOPMENTDEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) . APPLICATION Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: /1/......; C'-Eo'\= w-<."""'<, LLC 'fz 0 / ,K:'f''''-''~ c7 S,-. ZIS00 L ec-'f S'7%-"'t7"i:C7,'E S?, ;+nc. Phone. : 303-- t'!6 r- 97':;t-4- Phone: '~c:)'3 --SGO - 0 80 t!J OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDlNGAND AGREEMENT DATE :3 //7/0 , o I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements orrestrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Vlheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge OrdilUMlces, for work under this l:'ermit.. /7 /-' (OWNER)(CONTRACTOR):SlGNED ~~/? DESCRIPTION: C'-O ' hlM f:.~, '1- L g,€.:. e.cr- VJ Itc'-'- JO f:.,~ <J /II'~w ~.:.t:crn.'-""t1- ''''/'...,....., / \ 'dO , DC', ~ ~vf:.c.. ...;::-,....../~'2.0...) t:?-r €,.",-- -~ lY/.::..~. S j/L/oC-A-L.... / Nt:w-w.rt..t.-S//'OOL'<or..,S ! ~ /t'>/I r- E. .,- T e....-t--' r c",-. SIC: BUILDING DEPARTMENT USE ONLY ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: .c7f<. '7/ 3 (2S!o ~ PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: t 3137 CompanJ.:[n-\M wtU~~\\ Expiration Date: 2 - 23 - OS Approval: Plumbing License No: Company: Mechanical License No: Company: ~KJE- Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire utA) the work authorized is not connnenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) !filiis pennit expires, a. new permit maybe acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the originalplans and specifications and any suspension orabandonmenthas not exceeded one (I) year. Ifchanges have been orifsuspension or abandonment exceeds one (1) year, full fees shall be paid for a newpemrit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractorshall notify the Building Inspector twenty-four(24) hours in advance for all inspections and shall receive writtenapproval on inspection card before proceeding with successive phases ofllie job. (6) The issuance ofa pennit or the approval of drawings and specifications shall not be construed to be a pennit for, nor an approval of, any violation of the provisions f the building codes or any other ordinance, law, rule or regulation. . 09/17/01 14:58 FAX 303 721 0200 ~-~-'-~- MIlK ENGlliEE~. 1410011002 MKK FORM Adm~ 21 Revised June 2000 " j"""- "",,-MKK CONSULTING ENGINEERS, INC. U ..... IIIII....:MechanicaJ, Electrical, Energy & Technology 7350 E. Progress Place, Suite 100 EngI....ood, Colorado SO III (303) 721~600 Fax (303) 721-0200 WWW ~mkkeng,cotn FACSIMILE TRANSMITTAL COVER SHEET TO: DARIN MORGAN COMPANY: WHEAT RIDGE SLOG DEPT PHONE: 303-235-2853 FAX: 303-235--2857 FROM: ANGIE SHARPE DATE: RE: 9/17/01 ~~Qar(lte services fer cell sites at Clear Creel< effice buildina JOB NO' DE13375 PAGES: 2 (includina cover paae) REMARKS: Darin, o URGENT - Reply ASAP 0 For your review and comment Per our conversatien this morning, I have attached the letter from Xcel Energy stating their intent to. designlinstall another transformer for the two. additional cell sites at this address. .II!'W",,-c;' J<ipIlng. \/\/heat Ridge. As I explained earlier, two additional cellular carriers (Veicestream and Nextel) will be placing llJ'J:2.. cell site at this location. The existing building does not have eneugh spare capacity to.give~'" ::::::-. these tenants. I have been werking with Steven Lofshult at Xcel Energy to. get servil;es to. these cell sites, He has preposed a 2nd transfermer, 120/208V, three-phase to be installed next to the existing 277/480V, three-phase transformer. Both cell sites utilize a lower voltage for their equipment. We intend to. lecate disconnects for both additional cell sites at grade next to. the new utility transfermer, All disconnects for the building will be plaqued and labeled as per lecatien and use o.f each service to. the building (including the existing main inside the basement electrical room) conforming with NEe 230-2, If you need any additienal information from me, please give me a call, Thanl<s, Angie o Ohginal copy in maiL J:8I No copy being forwarded, Please not\fy our receptionist at the above phone number if you did not receive ell pages or encountered cUfficulties receiving this fax 09/17/01 tl 14,58 FAX 303 }21 0200 .MKK ENGINEERS I4J 002/002 P.l2lv01 SEP r?fI 212101 16: 36 FR PSCO NORTH METRO REGN303 425 3888 TO BI3{l3?21020121 ~us..lt: 5~."'t:~ t:Oflfl"ANY OF ~."O.A.O- No,th Metl"O RAglan 5.460 W. 60th A...Uloie ANoda. Colonldo 80003-5708 Soptember 7. 200 I Atm: AD!;ie Sbalpe MXK Consulting ElIgilleers. In. 7350 E Progress PI..... Suile 100 Englewood, CO 80111 ADg!c Your requCSl for service at 4251 Kipling is emrently being reviewed- Our Desill" ane! Layout Depat1menr has derermiDed that rlle JX"p<>!Od oceupant reqoeoting service at this .ite will need a 2"1IDIISfonner (pdm't type) inoralled at this sill! to meet their spcciJlc service n:quest needs. I will continI1e to rcview various oplilllls tor 'eNice '0 this sire wi1h 1IIe understanding thaI the .trvice being requested is ft1r two individual cell site operators. SiII<erely, s~)/~ X""j Ellergy - Representative Phone: 301-425-3852 ** TOTFL I"FlGE. 01 ** r--- BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at '-I2~ I k: f! 11 ;1 5/0 I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: , j -:9 i?-Qf~r!r sPcJ t':orn d.JY }1'Y!e-!-rt.'N"hol1s1 2) Rorv~ >IlPfl1r+- "-r Rox tllioJl'l': Jre.ifl --1-0(' k f'U'P{,.<:.; J j.., j 3) E)lrf $171'1 r>of j,(...t7Y"rI I n? j 1 1 1 i I You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date -Z)';,.if/ () l Inspector lor Building Dept. DO NOT REMOVE THIS TAG FORM WR6.22 .,~_,,_'~_'__~'__'~_'__"""""." ~ ~~~.____ .~~__..',~_.. .....c_----.......~..~~._~~_~~_,".' -_.__.,....~~-~.. i j 1 ,; I I I 1 ~ I I i j I , -; DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 12501 7/19/01 Property Owner: Property Address: 4295 KIPLING ST Contractor License No,: 18058 Company: Silver Creek Electric OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 435-5435 Phone: 232 2500 Total: $500,00 $23,50 $0.00 $7,50 $31,00 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with he Wheat Ridge Building Code (U.B.C.) and all other applicable . hea Ridge ordinanc, ork under this permit. (OWNER)(CONTRACTOR) SIGNED ATE ~~p Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: HOOK UP PAINT HOOD Wil~ BUILDING DEPARTMENT USE ONLY ~ Approval: Zoning: SIC: Sq, Ft.: -- Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 18058 Company :Silver Creek Electric Expiration Date: 4/5/02 Approval: OK/KS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: ~~l (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Rid~e, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 dats. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of thel'Ob. The ~. f a permit or the approval 0 drawings and specifi,cations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of th.. #.,'/ mother ordinance, law, rule or regula',on. ..,' ~ Chief Building IntPector (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLICA TION 5t!'t-S'-- Building Penn it Number: Date: Property Owner: /1 U to 1M I'-l <; m ,SS 10,,", Property Address: 'i '{) ,,!S KIPI-, iN- q Contractor License No,: I 'Z5 t? ~ 'b Company: Snt/J/'t-.- r?h.P'l'K d!/pc..J-/Z.-/ C Phone : 4'~5 -- >L/3;J Phone: 2?Z - Z>,cfZ! OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING A:."ID AGREEMEI"Il" I hearby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, ca.<;ements or restriction" of record: that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applications and that I assume full f.:osponsibility for !;ompliance \vith the \Vheat Ridge Building Code (FB.C) and all other applicable Wheat Ridge Ordinances, for work un r this permit. Construction Value: ~ uO, ,pi Permit Fee: Plan Review Fee: T kp T~l"C Total: (O\V1\'ERXCOl'.IRA.CTOR): SIGNED m:j$r Description: ,1/&01< Up PA I AlT H~<9.l BUILDING DEPARTMENT USE ONLY Zoning Comments: Approval: Zoning: SIC: SqFt. """"-"--'-':'-"-'-'-""""""---.-':::-:"" BuH<ling Ouni~etits: Approval: pUblic Wllfks Cul'~'J1eirts: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: I "tic> 5<;J-- Company:g/;wofL ehLP/i' ~kd Expiration Date: o/5;/t> 'Z- Approval: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: (I) This permit was issued in accordance with the provisions set forth in vour application and IS subject to the laws of the St.lh: of Colorado and to th" Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City (2) This permit shall expire if (A) the work authorized IS not commenced wlthin sixty (60) days Irom issue date Dr (B) the building authonzed IS suspended or abandoned fora period of 120 days (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year, If changes have been or if suspension or abmdonment exceeds one (1) year, lull fees shall be paid for a new permit (4) No work of any marmer shall be done that wiU change the natural flow of water causing a drainage problem (5) Contractor shall notify the BUIlding Inspector twenty-four (24) hours in advance for all inspections md shall receive written approval on inspectIOn card before proceeding with successive phases of the Job (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for. nor an approval of any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector FIRE MARSHALS' OFFICE P. O. Box 3-D ARVADA, COLORADO 80001 Telephone (303) 425-0850 - FAX (303) 422-4569 p.~\J~OA FI1i~ .,,"---~ '" I- S~ .. cc.!. ~ C)-J ~ '0. $' Arvada Fire Protection District Plan Review Comments Date: lot /2/(,\ Reviewed By: I / Name Of Proj ect: c'\,....r...,- ,: c-.....\<.. ol:i:.c,," ~I(r__ \- _ _ B-Ac.. 6 Address: L\~c:;\ ,",,'~\'M ~ \ ~ Square Footage Occupancy Class: Sprinkler System ~Yes ____No Fire Alarm System ~es ____No 1. Site: 1. The address shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4. Amended. 2. Exits: 1.~ Exit doors in Group B, F, M, and S Occupancies that are provided with a key locking device shall be provided with a sign stating, "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. IF FOUND LOCKED, CALL THE FIRE DEPT. Signs are available from the Fire Dept. at No Charge. UFC 97 1207.3. Amended. 2. When exit doors are used in pairs they shall open with one operation. Edge or surface mounted flush bolts are prohibited. UFC 97 1207.3 3.~Remaining exit doors shall be openable from the inside without the use of key or special knowledge. UFC 97 1207.3 4. Exit doors shall swing in the direction of exit travel when serving any hazardous area or serving an occupant load of more than 50 persons. UFC 97 1207.2. 5. Exit doors shall be distinguishable from adjacent construction. UFC 97 1207.6 Page Two 3. Corridors: 1. --X Exit corridors and openings shall be installed in accordance with the Building Code. UFC 97 1209. 1.-L 4. Exit Signs: 2. 3.L Exit signs with battery back-up shall be installed at required exit doorways and where necessary to clearly indicate the direction of exit egress where the exit serves an occupant load of 50 or more. UFC 97 1212.3. Provide additional exit signs at the following locations. UFC 97 1212.3 Exit signs shown on the plans shall be subject to field inspection. Additional signs may be required. UFC 97 1212.3. 5. Emergency Lighting: 1. Provide emergency lighting by night light or battery pack units for an occupant load of 100 persons or less. UFC 97 1211.1 2. Provide emergency lighting by battery pack units as the occupant load exceeds 100 persons. UFC 97 1211.1. 3.X- 6. Fire 1.'>< Emergency lighting shall be subject to field inspection. Additional units may be required. UFC 97 1211.1. Extinguisher's: Fire extinguisher's shall be a minimum of a 4-A rated, 10-lb ABC dry chemical unit. Contact the Fire Marshal's Office for number of units and mounting locations. UFC 97 1002.1. Amended. 7. Fire Protection Systems: l.~ Changes to the sprinkler system may be required due to construction. A minimum of three sets of sprinkler plans shall be submitted for review and comment prior to work commencing. UFC 97 1001.5.1. Page Three 2.~ Work performed on sprinkler systems shall be from a State of Colorado licensed sprinkler contractor. 3. A separate permit will be required to be obtained from the City of Arvada Building Department. LX 8. Fire Detection and Alarm Systems: 2.-L Changes to the fire alarm system may be required due to construction. Submit a minimum of three sets of plans for review and comment prior to work commencing. UFC 97 1007.3.1. A separate permit for fire alarm system changes will need to be obtained from the City 9. Electrical: 1.~ The owner needs to verify that sufficient electrical receptacles have been provided as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3 2. Electrical disconnects shall be labeled with address and unit number when installed with multiple units. UFC 97 8509.3.1. Amended. 3. Provide locks on circuit breakers providing power to exit signs and night lights as specified in the Electrical Code. 10. Gas Meters: 1. Gas meters shall be protected when subject to vehicle damage. UFC 97 1106. 2. Gas meters shall be identified as to the address and unit number. UFC 97 1106 Amended. 11. Interior Finish: LX Carpeting shall be a minimum of a Class Radiant Flux and documentation shall be to installation. UFC 97 Appendix IV-A. II Critical provided prior Page Four 12. Additional Comments: 13.~ Any code requirements arising from construction will be addressed. 14. ~ These comments shall remain with the approved plans at the construction site. 15.~ Contact the Fire Marshal's Office at 425-0850 for questions or additional information. 16. Inspections: 1.~TwentY four hours notice is required for all inspections. UFC 97 103.2.2. DePARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 12396 . . BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 6/29/01 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 4251 KIPLING ST STE, 510 Contractor License No, : 20818 Company: Axis Commercial Realty, Inc, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 757-2010 Phone: 757-2010 (OWNER)(CONTRACTOR) SIGNED OATE Total: $33,500,00 $482.65 $313,72 $502,50 $1,298,87 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Use: Description: ADD INTERIOR DOOR & CHANGE SWING - ADD, ELECT./PHONE LINES BUILDING DEPARTMENT USE ONLY .u.... UIilBIII Approval: Zoning: SIC: Sq, Ft. : -- Approval: OM OK PER COMMENTS. 6/29/01 OK ELECT. 7/10/01 Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: 18137 Company: Intermountain Electric, Inc, Expiration Date: 2/12/02 Approval: OKlKS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (1) This pennit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin~ Code of Wheat Rid~e, Colorado or any other applicable ordinances of the City. (2) This permit shall expire If (A) the work authOrized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the/.ob. (6) ~~~it or the approval 0 drawings and speCifi.lcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions &; / / I ~ any other ord,"ance, law, rule or regulation. Chie;Buildin~ DEPARTMENT OF PLANNI~' 4.ND DEVELOPMENT Building Pe , 'BUILDING INSPECTION.... ~ - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) it Number: 12396 Date: 6/29/2001 Properly Owner: Property Address: 4251 KIPLING ST STE, 510 Contractor License No, : 20818 Company: Axis Commercial Realty, Inc, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 757-2010 Phone: 757-2010 (OWNER)(CONTRACTOR) SIGNED DATE Total: $33,500,00 $482,65 $31372 $502,50 $1,298.87 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridfl! or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and 8Qree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat ~idge ordinances, for work under this permit. Use: Description: ADD INTERIOR DOOR & CHANGE SWING - ADD, ELECT./PHONE LINES BUILDING DEPARTMENT USE ONLY SIC: Sq, Ft.: OK PER COMMENTS. 6/29/01 e0' (J~ "\ \\D\D\ Approval: Occupancy: Electrical License No : VBI37 Plumbing License No : Company :~4 t:&c~ompany: Walls: Roof: Stories: Residential Units: Mechanical License No : Company: Expiration Date: 2.//2) 0 '2-- Approval: Expiration Date: Approval: Expiration Date: Approval : (1) (2) (3) This permit was Issued in accordance with the provisions set forth in yapur application and :8 subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work. authorized is not commenced within sixty (60) days from Issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made In the original plans and speclflcatrons a,nd any susp,ension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be pafd for a new permit. No work of any manner shalt be done that wllf change the naturaf flow of water causing a drainage problem. Contractor shall notify the Building fnspector twenty-four (24) hours in advance for an Insp~110ns and shall recefve wriUen approval on fnspection card before proceediing with successive phases of the Job. . The I ~~it or the approval of drawings and specificstio", shall not be constr _ed 10 be a permit for, nor an approval of, any violation of tha proVISions of b 'i'I ! ~ any other ordinance, law, rule orrogulallon. ~il (6) nspector DEPARTMENT OF PLANNING AND DEVELOPMENT '- BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 12396 Date: 6/29/2001 Property Owner: Property Address: 4251 KIPLING ST STE, 510 Contractor License No, : 20818 Company: Axis Commercial Realty, Inc, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 757-2010 Phone: 757-2010 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibilit for compliance with the Wheat Ridge Building Code (U.B.C.) and all other apPlicabl~eat id9';%rdinanCl?S, for work under t~iS pe mit. (OWNER)(CONTRACTOR) SIGNED' DATE (. /1,.__ Use: ~ UA..//';.{5V & CHANGE SWING - ADD, ELECT./PHONE LINES Total: $33,500,00 $482,65 $313.72 $502,50 $1,298.87 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Description: BUILDING DEPARTMENT USE ONLY --- Approval: Zoning: SIC: Sq, Ft. OK PER COMMENTS. 6/29/01 Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approvai : Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issu I~~r the approval of drawings and specifications shall not be construed to be a pennit for, nor an approval of, any violation of the provisions of h Idi g; II ;,Y other ordinance, law, rule or regulation. . pector (4) (5) (6) I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rutes or regulations of the City of Wheat Ridge or -covenants, easements or restnctions of record; that all measurements shown, and allegatIons made are accurate; that r have read and agre 0 abide by all conditions printed on this application, and that I assume full responsi I for compliance th e Wheat Ridge Building Code (U,6.C,) and all other applica n , f ork under ~~ (OWNER)(CONTRACTOR) SIGNED DATE 6 ( DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH A VENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A -eEUc.ALlO AI Property Owner: /lQu) ~u (Ji.JUL. LJ..f!--- PropertyAddress: 425/ r-Lpf.t'n1'.StfLut:,SUdL-5/D Phone3D3757 20/D Contractor License No, : 2 Of) IS , Company : fJJo'.06JmrJ1.J21(f~ /:3?a~, ;/2~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: 33, ODD oZ , Permit Fee: Z.PLr~ Use Tax' Building Permit Number: Date: C;/2 7/D/ Phone: Total: Use: Descnption:[)1>::X:",:b__{ // A~,( ,:.~ eRlld_~ ch_r-sWo"';-- ~J. ~,/Ph"N- I,~ BUILDING DEPARTMENT USE ONLY ~!ll!lYlE..\L'l',gr!,_~ Approval: Zoning: ~I!ll~rum~~;a 6't::- If:r ~m,".,:f, f;Y!l~:=:m~ ~/~'/''' Approval: SIC: :;,.-:., " : S;-.~.:. ;'--'Sq p. )/ ' ""<, A') '\ ' rx' ",,~'"'f . ,,(' V ' v0;J -<<- Yo?, /1-""" "'0 4{; <::;:} / I ~ Occupancy: Vlalls : Roof: Stories. C\".. lcal License Company: 'Yct/cd .c.lt ~/, :' "vLlL:'6 6"'-\\ Expiration D~tt · fV'rM-t' ) Approval: mbing license No : Co echanical License No : Co Expiration Approval: (1) (2) 1'1 This permit was issued in accordance with the provisions set fonh in yoour application and IS subject to the laws ot the State of Colorado and to the Zaning Regulations and BUilding Code of VVheat Ridge. Colorado or any other applIcable ordinances ot, the City. This permit shalt expire It (A) the work authonzed IS not commencect wltl'lln Sixty (60) days from Issue date or (8) the building authorized is suspended or abandoned for a penod of 120 days. If this permit expires. a new perrTllt may be acquired for a fee of one.half the amount normally reQUI~ed. provided no changes have been or will be made in the original plans and specifications and any suspension or aOandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full tees shall be paid for a new permit. No WOrk of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the BUilding lnspectonwenty.four (24) hours In advance for aJlll1speCtlons and snail receive written approval on inspeCtion card before proceediing WIth successive phases of the JOb. The issuance of a pe liar the a proval of drawings and SPecifications shall not be construed to be a permit for, nor an approval of. any violation of the provisions of Ihe bUilding cod an on:ljnan~, law, rule or regulation. (4) (5) (6) >> I I I I , f I I i I ~ c~c_~c___ .c-U==' -- L U L J c...c~ ,ccc--L J I I I I ~ I I I I (l '1\ -- -- (J l.J :.::::J III " III I l~\ I c. I I I -===:J - 1 .7 .~- .M_ III .-- d I [-: l...J - l u I ~I\ I I IT] I I NOTE 2 ~ ......----' I \ q I 1 I I I \ l I I I (1' 1lI '1'\ ! I j ~ ~I r- ~l r=n r- l I II II 11 . II H 11 n II . TI n I I I I I .:-J U - ./ L__ I IJ <: cO ~ :s l_J .... LU l_ _.J .... ,.... _ lit v l-T I l D ~j NOTE - :> cO [Jc) <( D I i ::.:=::::J -- r: \ <J 0 I J I I . II €t I ~J I I ~ I I I ~ I I ~ ~-~.- QitD: N NOTE ::2 - \~~ J- @=:@ -~-- (~J ~e FIFTH FLOOR L-.J ITl L ~.J I I <ili [][] <ili I <iliA [- NOTE E4 ... .7 :@ LJ I -~L J (1 '1\ ~ .. I I - -~ I' t. ., I l I I \ I ---///) r::::::==J d I IJ - 1 ~~\ ~ '----- I db.. ~ ~ r-",'-'" ~b ~ ---,-# '-.../ J:t~~~- - (/" ~ ctl) t. Irl E2 -(J) FB rr4~ -.;;u7 <:) ,-, ~,., ... I ~-... ... I I ~~ ~ NOTE E3 ~ LINE OF FURNITURE SYSTEM 61" TENANT ~~ .. IE! I I -I I e-f-- --f:€} cw; d~ III \~ NOTE E4 .. (fR,~ "1 l2_ .... CT~ICL1L LlLLEG) E ALL TELEPi-+ONE AND PATA CA6LIN~ IS BE BY TENANTI5 EQUIPMENT SUPPLIERJ E2 PRoviDE JUNCTION BOX WIT~ (3) 12~v 2<Z>A RCUITS FOR CTION TO TENANT PRoviDED AND INSTALLED FURNITURE SYSTEM. COORDINATE EXAC LOC~ OF -sexES PRIOR INSTALLATION. FINAL CONNEC 6'(ELECTRICAL E3 FRO\/IDE POWER POLE WITt-4 ,3) 12cZ>v 20A CIRCUITS FOR CONNECT TENANT PROVIDED AND INSTALLED FURNITURE SYSTEM, COORDINATE EYAC LOCA OF POWER PRIOR TO IN5TALLATION. FINAL CONNECT BY ELECTRICAL CONTRACTOR, E4 FROVIDE 12"v 2~A SEPARATE CIRCUIT FO~ TENANT1S COPIER. E~ ALL ELECTRICAL WORK IS EXISTING TO REMAIN ExCEPT AS NOTED ABOvE L-- r~ L': 1_1.= _.... , ~D , -..a.. , ~b N NO E E2 q) ~) $Cl , ., @=U :@ @ I I II < -- > lU liD Q][j:=) 1 D - >Q]lJJ< D ~ ===:J 00 1\ GO (l ~ r '* :7 \7 01 a. (/1 I (/'~ . //-l io---J ~ J I I (I~ ~)~~,\'(' ~-~d ..---- l'~ ! \ t L'/,,'/'/ b ~ -. /1 -- 7 L_j'" i i! .L/) I ~." L/) - tiJ 'i"\ ,I ~ ~ 21 " J I ... 4 l...., .~ 0 eFP NQ> I NC TE E3 NOTE E2 \\,-- III -. -"~D r ! I ---" -'l L l._ .J .....,. ~ , i ! I 011 NQ} NOTE E2 \~1 n-J~ .l) db ! ~ j~', ~ CID " .. ,_ f~ I - I 1 r- I I \,-"1, Jf l) :1 rll ,r~ ..... i I l ~.~~._~. C" L C .///"'-1 .~ "\ NO. REVISION DATE . ~ N .~... ..!, n ~) ldi) e N, E2 , <.9 z -- o ....J 5 8 m <c WI-O:: ~wo u..W....J u..o::o Ol-t) ~ en - W<.9W wz<.9 0::--0 t)~o:: 0::S2~ <c~w WLOI ....J N >. . t)v> I L~ r- ~, I i I 1 [~ .~\ ! i .d (f) 0 0 C\J 0 0: 0 C\J ~ ~ (Y) W 0 (I) "-"" If) 0 0 0 CO 0 0 ~ <( 0: 9 0 tJ <i z 0 :5 ~ a.. a:: <( () W w - :J a::: z I- (J ~ () 0 w () ...J 0 W ~ a: oc?S ~ (Y) ~ (9 W I-- Z Z en 0 0.. ~ 0 I >- a.. 0 w (f) ~ W ...J ~ W (Y) (9 I- ~ DRAWING NO, 5A-2 / I I I, I I I .---1 ".... L.......'. J-'- "'''4 L ~ [~ J I I (~ T\ .- J f/J .. .- ltt ~ . l I ~,. I -:::::==J j - .iii. .7 7 rTl d H r-.....~ ........, --- ~'-1 1_ L ~J :I; 1I I I { j ~I\ I I ! I I - r I .. I L.........----J , L..-.__. -- i.--< D D 0 4- 0 0 D 0 - D lllI I - D ~ .~~ ~ O.f'T 0 i i I JI l f - ' I I -11 II $ r::l I I <: :> LJ I~J L'J L'.- ~ / L_._ l D 00 [JC> ~-~~ 1----_. OL~ v .-.:-J ; D - - 1- III lD - ~ l I ~ :> c(J [K) <: li: [0 - - - - I f9 D ; ~ ~ ! (]) ([) (1" I 0 D 0 $ $ I ,/",,_/'1 1'\ (]) CO (l! I '/f J,:T: '$ I D I I.. L.-- - !....- FIRE MARSHALS' OFFICE P. O. Box 3-D ARVADA, COLORADO 80001 Telephone (303) 425-0850 - FAX (303) 422-4569 p.\l."!-~~ FIR~ ." ,,-,~ ;D ... <3 ~ 111 V ~~J~ '9f,~ Arvada Fi re Protection District Plan Review Comments Date: S" J.+-\ /0 i Reviewed By: ~~<-'-I I I ~ ' Name Of Project: {\n..... (' ~.;J.<- (',~~c.L_ / C:".,.. In R~....., '('"LL"> dd II, c, ./', c. I A ress: :1... -"'- _ ~,?",,"," ~ \ Occupancy Class: ~ Square Footage :2. O'~";:l.. , Sprinkler System ____yes ____No Fire Alarm System ~Yes ____No 1. Site: 1. The address shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4. Amended. 2. Exits: 1. Exit doors in Group B, F, M, and S Occupancies that are provided with a key locking device shall be provided wi th a sign stating, "THI S DOOR I S TO REMAIN UNLOCKED DURING BUSINESS HOURS. IF FOUND LOCKED, CALL THE FIRE DEPT. Signs are available from the Fire Dept. at No Charge. UFC 97 1207.3. Amended. 2. When exit doors are used in pairs they shall open with one operation. Edge or surface mounted flush bolts are prohibited. UFC 97 1207.3 3.~Remaining exit doors shall be openable from the inside without the use of key or special knowledge. UFC 97 1207.3 4. Exit doors shall swing in the direction of exit travel when serving any hazardous area or serving an occupant load of more than 50 persons. UFC 97 1207.2. 5. Exit doors shall be distinguishable from adjacent construction. UFC 97 1207.6 Page Two 3. Corridors: l.L Exit corridors and openings shall be installed in accordan~e with the Building Code. UFC 97 1209. 4. Exit Signs: 1. Exit signs with battery back-up shall be installed at required exit doorways and where necessary to clearly indicate the direction of exit egress where the exit serves an occupant load of 50 or more. UFC 97 1212.3. 2. Provide additional exit signs at the following locations. UFC 97 1212.3 3. )< Exit signs shown on the plans shall be subject to field inspection. Additional signs may be required. UFC 97 1212.3. 5. Emergency Lighting: 1. Provide emergency lighting by night light or battery pa~k units for an occupant load of 100 persons or less. UFC 97 1211. 1 2. Provide emergency lighting by battery pack units as the occupant load exceeds 100 persons. UFC 97 1211.1. 3. Emergency lighting shall be subject to field inspection. Additional units may be required. UFC 97 1211. 1. 6. Fire Extinguisher's: 1. Fire extinguisher's shall be a minimum of a 4-A rated, 10-lb ABC dry chemical unit. Contact the Fire Marshal's Office for number of units and mounting locations. UFC 97 1002.1. Amended. 7. Fire Protection Systems: 1. Changes to the sprinkler system may be required due to construction. A minimum of three sets of sprinkler plans shall be submitted for review and comment prior to work commencing. UFC 97 1001.5.1. Page Three 2. 3 . 8. Fire 1.K Work performed on sprinkler systems shall be from a State of Colorado licensed sprinkler contractor. A separate permit will be required to be obtained from the City Qf Arvada Building Department. Detection and Alarm Systems: Changes tQ the fire alarm system may be required due to construction. Submit a minimum of three sets of plans for review and comment prior to work commencing. UFC 97 1007.3.1. 2. A separate permit for fire alarm system changes will need to be obtained from the City of Arvada Building Department. 9. ?<ctrical: 1. The owner needs to verify that sufficient electrical receptacles have been provided as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3 2. Electrical disconnects shall be labeled with address and unit number when installed with multiple units. UFC 97 8509.3.1. Amended. 3. Provide locks on circuit breakers providing power to exit signs and night lights as specified in the Electrical Code. 10. Gas Meters: 1. Gas meters shall be protected when subject to vehicle damage. UFC 97 1106. 2. Gas meters shall be identified as to the address and unit number. UFC 97 1106 Amended. 11. Interior Finish: 1.X Carpeting shall be a minimum of a Class Radiant Flux and documentation shall be to installation. UFC 97 Appendix IV-A. II Critical provided prior Page Four 12. Additional Comments: 13.L X 14. Any code requirements arising from construction will be addressed. These comments shall remain with the approved plans at the construction site. 15. x Contact the Fire Marshal's Office at 425-0850 for questions or adnitionaI information. 16. Inspections: 1.~TwentY four hours UFC 97 103.2.2. notice is required for all inspections. i DEPARTMENT OF PLANNING AND DEVELOPMENT , BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 12170 Date: 5/18/2001 Property Owner: Properly Address: 4251 KIPLING ST STE 390 Contractor License No, : 20818 Company: Axis Commercial Realty, Inc, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 757-2010 Phone: 757-2010 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and a!i!re to abide by all conditions printed on this application, and that I assume full res for lia with the Wheat Ridge Building Code (U.B.C.) and all other applic e t. I for work under this permit. (OWNER)(CONTRACTOR) SIG DATE!;) 1J6 / Total: $7,500,00 $153,25 $0,00 $112,50 $265.75 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: DEMO, BUILD, PAINT ~ BUILDING DEPARTMENT USE ONLY SIC: Sq, Ft.: Approval: Zoning: Approval: BG 5-17-01 OK WITH CORRECTIONS Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval : Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is sUbject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Rid~e, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 day's. If this permit expires, a new permIt may be acquired for a fee of one~hatfthe amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid (ora new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty~four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the b' n cod s or other ordinance, law, rule or regulation. (4) (5) (6) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A "ff.L:tc.ALlO N Property Owner. (l1U.J (}1w;u 1!ri.M.L, L1i!..- Property Address. 4251 ~rf17'iu::{Swk3qO) Contractor License No, : 2.081 B Company. tlYJ1; aom~ f.Ml:tq' OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Permit Number' Date Phone303-757-].DiO Phone' Construction Value. 6D J hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rutes or regulations of the City of Wheat Ridge or .covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that r have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.8.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED ~~)kv OATE,If/J7 /~ Use. Description · D2rnq ~ PMt: Permit Fee. Use Tax. Total. ~~!J1!:!mE.'2-..rpm~JJ!g Approval: Zoning: ~IPtnQUfO'mm"eJ)tS~ Approval: 5"117/Pl ~J!~~!imI!!!..~I1~ Approval. SIC. BUILDING DEPARTMENT USE ONLY ;:pic. tvl C07/(OC!dY!' Occu pancy . Walls. Roof. Stories. Electrical License No ' Company: Plumbing License No : Company. .- Mechanical License No . Company. / " Expiration Date: 3 31/cB tv:' , \. Expiration Date: Expiration Date, Approval. ,;) It.; i\.Z2'1.I'i'-'" Approval. Approval. . '\ \J,.." d" (1) This permit was issued in aCl:ordarlce with the provisions set torth in yopur application and IS subJeci to the laws of the State at Colorado and to the Zoning Regulations and BlJJldmg Code of 'MIeat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire If (A) the war!< authonzed IS not commenced WIthin Sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a penod at 120 days. (3) If this permit expires, a new pern-lIt may be acquired ror a fee of one-half the amount normally reqUIred. provided no changes have been or Will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made Or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permi\. (4) No work of any manner shall Oe done that will change the natural now of water causing a drainage problem. (5) Contractor shaH notify the Building Inspector twenty-four (24) hours in advance for all inspections and snail receive written approval on inspection card before proceediing WIth successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shalf not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes any other ordinan~, Jaw, rule or regulation. .e . !>",,' \ '\ ~;i'.\o."'~ l :., ,,'./ ,'t..,.. ,., . '. ,. II e APPR,OVED ~ubl~~t ~ '~i"ld I:n'speetionl WR@8i R.jdp luUding Dept. Date.~.u~/ Illnf4~~Pla~"C~k.r ,:'~~...... .,.. ','''' .,,'] "["" , ., ,^" ~"""_' T' . '" ~, . . ~ w cd: w (J CJ ~ ([ llJ (Y) '" 0.. ~ 0 (fJ ~ (l ~ (11 (j ~ BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 1l!51 jC,)p:'/t", -# $1/0 / d I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: y Glazi1 cJ ~::_.,fic- /~ 2<8c;J 14 k L/ ,..;- p<.r,P. < p"" ...J--' -1.) ~:"(~h ~/,a<-<- /h>~ No o~ JI t? jPrV ~y!(J/1- pJuol1) oJ,-! .-;><.,J-~)i-'? "",Ie. You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date Inspector lor Building Dept. DO NOT REMOVE FORM WR6-22 FIRE MARSHALS' OFFICE P. O. Box 3-D ARVADA, COLORADO 80001 Telephone (303) 425-0850 - FAX (303) 422-4569 p.\l..'-.Ip.D~ FIRE ..,"-. ~ -,0 ... <<3 ,ill V ~ ~'-- ~ C)\-' ~ ~.$' Arvada Fire Protection District Plan Review Comments Date: '-\ /2~J() \ Reviewed By: S\...('\.j~. I I / \ Name Of Proj ect: (\ec..< (' -'C"'" ~ O~<;;. t"{\,.....;\:;...... " ( Address: '-\ J..~\ ~. ,,\,v-.o, <:.,\- . \ Occupancy Class: ~ Sprinkler System ~es ____No '\f\~", Square Footage ."2., '"\.~\ , Fire Alarm System ~es ____No 1. Site: 1. The address shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4. Amended. 2. Exity 1. ~ Exit doors in Group B, F, M, and S Occupancies that are provided with a key locking device shall be provided wi th a sign stating, "THI S DOOR I S TO REMAIN UNLOCKED DURING BUSINESS HOURS. IF FOUND LOCKED, CALL THE FIRE DEPT. Signs are available from the Fire Dept. at No Charge. ~FC 97 1207.3. Amended. 2. ~ When exit doors are used in pairs they shall open with one operation. Edge or surface mounted flush bolts are prohibited. UFC 97 1207. 3 3 . Remaining exit doors shall be openable from the without the use of key or special knowledge. UFC 97 1207.3 4. ~Xi t doors shall when serving any load of more than UFC 97 1207.2. swing in the direction of hazardous area or serving 50 persons. exit travel an occupant inside 5. Exit doors shall be distinguishable from adjacent construction. UFC 97 1207.6 Page Two 3. Corridors: 1.~Exit corridors and openings shall be installed in accordan~e with the Building Code. UFC 97 1209. 4. Exit Signs: 1. \~ Exit signs with battery back-up shall be installed at required exit doorways and where necessary to clearly indicate the direction of exit egress where the exit serves an o~~upant load of 50 or more. UFC 97 1212.3. 2. Provide additional exit signs at the following locations. UFC 97 1212.3 3. ~xit signs shown on the plans shall be subject to field inspection. Additional signs may be required. UFC 97 1212.3. 5. Eme~nCy Lighting: 1. ~ Provide emergency lighting by night light or battery pa~k units for an occupant load of 100 persons or less. UFC 97 1211.1 2. Provide emergency lighting by battery pack units as the occupant load exceeds 100 persons. UFC 97 1211.1. 3. ~ Emergency lighting shall be subject to field inspection. Additional units may be required. UFC 97 1211.1. 6. Fir~xtinguisher's: 1. ~ Fire extinguisher's shall be a minimum of a 4-A rated, 10-Ib ABC dry chemical unit. Contact the Fire Marshal's Office for number of units and mounting locations. UFC 97 1002.1. Amended. 7. Fir~rotection Systems: 1.~ Changes to the sprinkler system may be required due to construction. A minimum of three sets of sprinkler plans shall be submitted for review and comment prior to work commencing. UFC 97 1001.5.1. Page Three ~rk performed on sprinkler systems shall be of Colorado licensed sprinkler contractor. from a State 2. 3. A separate permit will be required to be obtained from the City of Arvada Building Department. 8. Fire Detection and Alarm Systems: 1. ~hangeS to the fire alarm system may be required due to construction. Submit a minimum of three sets of plans for review and comment prior to work commencing. UFC 97 1007.3.1. 2. A separate permit for fire alarm system changes will need to be obtained from the City of Arvada Building Department. 9. Ele~ical: 1. .~ The owner needs to verify that sufficient electrical receptacles have been provided as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3 2. Electrical disconnects shall be labeled with address and unit number when installed with multiple units. UFC 97 8509.3.1. Amended. 3. Provide locks on circuit breakers providing power to exit signs and night lights as specified in the Electrical Code. 10. Gas Meters: 1. Gas meters shall be protected when subject to vehicle damage. UFC 97 1106. 2. Gas meters shall be identified as to the address and unit number. UFC 97 1106 Amended. 11. Int~r Finish: 1. ~ Carpeting shall be a minimum of a Class II Critical Radiant Flux and documentation shall be provided prior to installation. UFC 97 Appendix IV-A. Page Four 12. Additional Comments: 14. ~y code requirements arising from construction will be /' :~dressed. These comments shall remain with the approved plans at . ~ construction site. ~ Contact the Fire Marshal's Office at 425-0850 for questions or additional information. 13. 15. 16. Inspections: 1.~enty four hours UFC 97 103.2.2. notice is required for all inspections. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 12042 Date: 4/20/2001 Property Owner: Property Address: 4251 KIPLING ST #410 Contractor License No, : 20818 Company: Axis Commercial Realty, Inc, Phone: 757-2010 Phone: 757-2010 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this. permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and 8Q.ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinan 5, for w under this permit. (OWNER)(CONTRACTOR) SIGNED DATE~-o/' Total: $10,000,00 $181,25 $&.-eEl II Lv. B ( $150,00 $331.25 Use: ;lx <'1'-f"C -=f' &i 10 q iJ ;;.. Description: DEMO, BUILD 2-0FFICES BUILDING DEPARTMENT USE ONLY SIC: Sq, Ft.: OK 4/20/01 Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 18137 Company: Intermountain Electric, Inc, Expiration Date: 2/12/2002 Approval: OK/KS Plumbing License No : Company: Mechanical License No : 17853 Company: AMS Expiration Date: 3/8/2002 Approval: OK/KS Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and BuildinQ Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The iss nce of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions ,ofth UI ing codes any other ordinance, law, rule or regulation. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A -eE1.1c.ALl.O ^I Property Owner: fIR.))) ~ t~; L../.-.i!; Property Address. 42051 ~'l( S~ ffttj/ D Contractor License No, · 2-D81 B I) _ ' Company. a ~ tf)1Y!.ffU~~, ~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN Building Permit Number: Date IZo'/?- Phone. 75720 It) Phone' 757-2-D/D / Cj 6l';v Db 5"'t'S. 7~ \~1.1.-? f/ 7, 8'1 /5& . 00 J5l /, .5 fo J hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge Of "covenants, easements or restrictions of record; that all measurements shown, and allegatrons made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U 8 C ) and all other applicable Wheat RI:h:ances, for wori< under th','/'J..rmr , (QWNER)(CONTRACTOR) SIGNED rz: -!If!~~J DATE~ ~ /2 r--il.1 ' DeSCription [)2IY10, Bt-uL:rL--' - '-1.V~ j.."Orlc slPI-?cd ~Cr ~ ~f krr> BUILDING DEPAR MENT USE ONU Permit Fee: ZP.e.F _ Use Tax' Total. Use: Occupancy. Walls: Roof. Stories. SIC LO!Jmm2n!l!!~~ Approval. Zoning. ~C1rnll1l'Wrnm.ll~ de ~_ ~/70 fi ~ Approval. -/ ( ~IDil!~l!'l~~omm!tq~ Approval. AI"' ,<i'} IV"':" .," i~f)-,,' ,,1"" '-"1::/1 ""D " '," -"} ,_~: v t:: . ..'>r?}1 -kS Electrical License No: /8/3 =t- Company:JIJ"QvrJD..urtiuu &rlG../l.d.../ 'fAir:tJ[pu Expiration Date. Approval. Plumbing License No . Company. Mechanical Li ompany : Expiration Date. Approval. Expiration Date. Approval. ~ 1 ) (2) (3) This perm! was issued in accordance With the proviSions set foM In yopur applicauon and IS subject to the laws of the Stale of Colorado and to the Zoning Regulations and BUilding COde of Wheal RIdge, Colorado or any other applicable ordinances of. the City. This permit shall expIre It (A) the work authonzed IS not commenced WIthin Sixty (60) days from Issue dale or (8) the building authorized is suspended or abandoned for a periOd of 120 days. If thIS permit expires. a new pennlt may be acquired for a fee of one-naif me amount normally reqUired, provided no Changes nave been or Will be made In the ongmal plans and speclficallons and any suspension or abandonment has not exceeded one (1) year. If changes are made or If suspenSion or abandonment exceeds one (1) year. full lees shaH be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for allll1Spectlons and shall receive written approval on inspection card before proceedling WIth successIVe ases of the Job " , , _ . The Issuance of a permt t ap rav I of draWings and speofications shall not be construed to be a permIt for. nor an approval of, any vlolabon of me prOVisions of the building codes 0 n In n:e, law, rule or regulation. (4) (5) (6) CITY OF WHEAT RIDGE BUliDING DNISION Code Correction List April 18, 2001 ~ ~ J,O' ~\ Owner: New Clear Creek LLC Builder: Axis Commercial Realty Address: 4251 Kipling Street, Suite 410 Description: Interior Alteration \) W~) 1. Dimension and label use of each area in proposed remodel areas. 2, Provide a scale on drawings, -/ 3. Provide a door schedule for proposed doors. .,/' 4. Label counter outlets as GFCI protected in kitchenette area, / 5, Submit a copy of plans to the Arvada Fire Protection District for review. 6. Show emergency lighting on ceiling plan. 7. List mechanical contractor on application, 8, Submit partition information, (i.e. height, style, etc) submit a copy to fire district for review. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853, ( DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 12012 4/16/2001 Property Owner: Property Address: 4251 KIPLING ST #410 Contractor License No,: 18137 Company: Intermountain Electric, Inc, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 757-2010 Phone: 733 7248 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $3,000,00 $83,25 $0,00 $45,00 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and 8Q,ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance wit he Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat R.idge 0 ina S, or nder this permit. (OWNER)(CONTRACTOR) SIGNE@ . TE '1-17-0; Description: $128,25 Use: ILU..t~f* {o III C( ~<'\ ADD (10) DUPLEX OUTLETS - (20) 2X4 RELOCATE, (25) RESWITCH 2X4, (3) NEW EXIT LITE (EXISTING CIRCUITS) Total: BUILDING DEPARTMENT USE ONLY SIC: Sq, Ft.: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 18137 Company : Intermountain Electric, Inc, Expiration Date: 2/12/2002 Approval: OK/KS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin~ Code of Wheat Rid~e, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authonzed is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. . . If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made In the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall noti the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on Inspection card before proceedllng With s~lve ha of thelob The Issuan 1 roval 0 draWings and specifications shall not be construed to be a permit for, nor an approval of, any ViolatIon of the proVISions of the bUlldmg de or a 0 na l..,law, rule or regulation (1) (2) (3) Chief Building Inspector _DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date </--11-0 I 7500 WEST 29TH AVENUE WHEA T RIDGE, CO 80215 - (303-235-2855) A fftclcA-o..o IV Property Owner: MIS c~....iSet.i~ J!cqLTll Property Address: ~-z.5\ KIf'Li/llL., 5T, #4-/0 Contractor License No,' I ~ i 3"1 Phone 7S7-2.bIO Company : IIV~;v71t,'" F.:i..k:TRIC .7JL1C OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone' 3D3-GJ7'8 -900 f Construction Value: 3ln)~ Permit Fee: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or 'covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions primed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinance for r1<. under thIS pennit. ~ Use Tax ;r t.!-17-oi Total: (OWNER)(CONTRACTOR) SIGNE Use: j Description. ADD ~O) DJI'<-.C... O'-'T~ ~(:o)z><'+Ja::l()(-'l7f.:.. (Z";) Rf:.S""-nuf b<o.f ("3) pf..-w F-x') r '...:0=. (!=x ~sniJ&' ('I~GVirs) . BUILDING DEPARTMENT USE ONLY ";'"Q!J!!!m.\.tQ!l1l!1~~ Approval: Zoning: !;m!ldl~rnm,e~il Approval: t;;!IDIIC3.'N.QJ!J(SlI:;ioml:mtlL~ Approval: SIC: Sq Ft. Occupancy: Walls: Roof: Stones, Residential Units: Electrical License No : 191'57 Plumbing License No : Company : rNT~mcv""n4"'" ~i. Company: Mechanical License No : Company: Expiration Date: 2..-/2-oL Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of 'Nheat Ridge, Colorado or any other applicable ordinances of, the City. This permit shall expIre if (A) the work authonzed IS not commenced withm Sixty (60) days from Issue dale or (B) the building authorized is suspended or abandoned for a penod of 120 days. If thiS permit exoires. a new perrmt may be acquired for a fee of one-half :he amount normally reqUired. provided no changes have been or will be made in the angmal plans and speclficatlons and any suspension or aoandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment exceeds one (1) year, full fees shall be paId for a new penm!. No work. of any manner shall be done thai will change the natural flow 01 water causmg a drainage problem. Contractor shall notify the Budding Inspector twenty-four (24) hours In advance ror all Inspections and shall receive written approval on inspection card before proceediing with successive phases of the job The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of. any violation of the provisions of the bUilding codes or any other ordinan:e. law, rule or regulation. (4) (5) (6) Chief Building Inspector ~EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 12012 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 4/16/01 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 4251 KIPLING ST@ Contractor License No. : 18137 Company: Intermountain Electric, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 757-2010 Phone: 733 7248 (OWNER)(CONTRACTOR) SIGNED DATE Total: $3,000.00 $83.25 $0.00 $45.00 $128.25 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Use: Description: ADD (10) DUPLEX OUTLETS - (20) 2X4 RELOCATE, (25) RESWITCH 2X4, (3) NEW EXIT LITE (EXISTING CIRCUITS) BUILDING DEPARTMENT USE ONLY 111111 lli~1 mmrl Approval: Zoning: SIC: Sq. Ft.: Approval: Approval: Occupancy: Walls: Roof: Stories : Residential Units: Electrical License No : 18137 Company : Intermountain Electric, Inc. Expiration Date: 2/12/02 Approval: OK/KS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: [~l (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and BuildinQ Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that Will change the natural flow of water causing a drainage problem, Contractor shall notify the Building Ins rector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases 0 thel'Ob. The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the prOVisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A 'EELtcALl.O ^I .4 )(', S C<~M.mo:.JU;-t i- Rl::4<.T'1 t{.-2,S I /1.; I?.i,vu. ST~.l:t:r 'II '3</.5 1'6137 Building Permit Number: Date: If-I 7 -0 I Property Owner: Property Address: Contractor License No. . Phone: 7S7 -Zo( 0 Company: ~N J&21110"'>1UT!f1,\) EUf:<::rJli; G 'x;lJC, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: c..9S-9oo I Construction Value: <2-25,0<::' Permit Fee: I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or .covenants, easements or restrictions of record; that all measurements shown. and allegations made are accurate; that I have read and agree to abide by all conditions primed on :his 3oplication, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.8.C.) and all other applicable Wheat R~dge ~r~ce/1work ~nder thIS permit. (OWNER)(CONTRACTOR) SIGNE~'IUt ~~>'tYE '1--17-01 Use: ~I Use Tax. Total: Description: u&v.o (;0) JJvl'<0< C><...TUT !<E.4XltTf-_ U) iJLr>iF-><. o...>T/../.;, BUILDING DEPARTMENT USE ONLY ~"O!1J.!!W<:9!.!!1l1~~ SIC: Sq Ft. . Approval: Zoning: !mY!lIM~:WIUJJ1~ln$~ Approval: !;:!!!ilill1W.~omm!l..l!..~ Approval: Occupancy: Walls: Roof: Stones: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) 1'1 This permit was issued in accordance with lMe provisions set forth in yopur application and IS subject to the Jaws 01 the Slate of Colorado and to tI'le Zoning Regulations and BUilding Code of Wheat Ridge, Colorado or any other applicable ordinances of. the City. ThIs permIt shall exprre If (A) the worn authonzl!d is not commencad withm Sixty (60) days from Issue date or (8) the bUilding authorized is suspended or abandoned for a period of 120 days. If thiS permit expires. a new permit may be acquired lor a fee of one-half the amount normally required. provided no Changes have been or Will be made in the anginal plans and specificallons and any suspenSion or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment exceeds one (1) year, rull fees shall be paid for a new permit. No work. of any manner shall ,be done that will change the natural flow of water causin_g a drainage problem. Contractor shalll'lOtify the BUilding Inspector twenty-tour (24) hours in advance for all Inspecnons and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specift,cations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other Ordinance, law, rule or regulation. (4) (5) (6) Chief Building Inspector "'EPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 12011 Date: 4/16/2001 Property Owner: Property Address: 4251 KIPLING ST #345 Contractor License No.: 18137 Company: Intermountain Electric, Inc, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 757-2010 Phone: 733 7248 (OWNER)(CONTRACTOR) SIGN ATE if-/7-o1 Total: $225.00 $23.50 $0.00 $3.38 $26.88 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responSibility for compliance ith the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordi for work under this permit. Use: M~4 ('..0\ 0 Cj0q Description: DEMO (10) DUPLEX OUTLETS; RELOCATE (1) DUPLEX OUTLET BUILDING DEPARTMENT USE ONLY ~_.;tJ",.~d-m Approval: Zoning: SIC: Sq. Ft.: --- Approval: Approval: Occupancy: Walls: Roof: Stories : Residential Units: Electrical License No: 18137 Company : Intermountain Electric, Inc. Expiration Date: 2/12/2002 Approval: OK/KS Plumbing License No : Company: Mechanical License No : Company: Expiration Date. Approval: Expiration Date: Approval : (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is SUbject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date Of (8) the building authorized is suspended or abandoned for a period of 120 days. . If this permit expires, a new permit may be acquired for a fee of one-half the.amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has npt~}(ceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. ' , No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediin with successive phases of the job. The iss c of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of lid" g ~y other ordinance, law, rule or regulation. , //I~ Chief Building I9Spector (1) (2) (3) .... c. CD C CD c =c -5 m CD .g>> ~ a- lA . C.) ~~ G) . .&:. ~ 0 ~ fa ~~ 0: cD : ... . ca · C U) c .2 ctS w!. >~ 0; 0::.92 o..LL. .s o..t) <( .CD ... :is as JJ ~ ~ ~ .. --~ LOOR -- -- -- UJ (J ~ 0.. UJ -- ~ ~ w tJ ~ 0.. CfJ ~ , . DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 11928 Date: 3/23/2001 Property Owner: Property Address: 4251 KIPLING ST. (3RD FLOOR) Contractor License No. : 20818 Company: Axis Commercial Realty, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 757-2010 Phone: 757-2010 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and Bar e to abide by all conditions printed on this application, and that I assume full fe i for com lian itM the Wheat Ridge Building Code (U.B.C.) and all other applic e e 'dg - ,for work under lh; M,( (OWNER)(CONTRACTOR) SIGNED DATE Total: $12,000.00 $20928 $0.00 $180.00 $38928 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: DEMO, BUILD BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.. -- Approval: OM OK 3/22/01 Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: 18137 Company : Intermountain Electric, Inc. Expiration Date: 2/12/2002 Approval: OKlKS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6)f!jTh e i uance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions . of i1din co or any other ordinance, law, rule or regulation. " . hie! Buildi nspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A~cAL1D^, Property Owner: NEuJ ~R (}f2~I!/o( u.e Property Address: 1,ZSJ JG PtlN6 5T.' 3RJ) 1-1.., Contractor License No. : ,;)0<61 ff"J: Company: IItl5 atl1l/l~RCII/I. R~l9tTf Building Permit Number: D'~~;) --'" -,..------- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed -by this pennit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibJ1ity for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description: o 6l'1 () 8u IJ-../) ~ BUILDING DEPARTMENT USE ONLY . . Jj)...,'.~m:u']~ ,- . Approval: Zoning: :" . i-lf,'~lJ.RID. cr jl2-~/fP 0tL Approval: ..~ ~. w~)jll~f~~ (' Approval: Occupancy: Roof: Stories: Walls: Plumbing License No : 11 ~~J Phone(~~'1S7-aoIO Phone ~3)7!J7-:z. 010 . ,f::" "" IJ-,OOD Permit Fee: Use Tax: Total: Use: ,--..- ,~~'_L_L.L~ . SIC: ~'v ,// Z~, Ft~:1 1"1'", f",'J ~./ . "" /1/ '. '....A:'. '! /i', '. ,;>~" '/::./) , ~. /7/ I~ Mechanical License No : Company: Expiration Dale: Approval: This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of lfoIheat Ridge, Colorado or any other applicable ordinances of the City This permit shall expire if (A) the worK authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shaU be done that will change the natural flow of water causin!;j a drainage problem Contractor shall notify the BUilding Inspector twenty-four (24) hours In advance for all Inspections and shall receive written approval on inspection card before proceediing with successive phases of the job The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisIons of the bUilding codes y other dinan~, law, rule or regulation. (4) (5) (6) I I I ! -J/k ) :~ i i tJ ~~ J I H I,~ r+ ! I ~~~1 I I r~- I ~t ) ~::J i ~J n C' ... fWir ,... IJ I L~I\ ~-, I r I I I r! ~j """ 11' h A. r~) --. I F-- ! G \~ I"~__ .~ .r~ ~..__J:""f "L ..1 ........ ~ ~::::! ~ ]//1", y ~ r". I T It.JT~"'- 1 rr1~"""'1 rJ n~ --...., -- -- ... AS ) .J r-'-.- Fi~"=GLASS ,QUJ ...~ IN FRAME ~--"\ GJ 1'\ I bo.'- L III < C]J 10=> - "" ('-) / ) r~"// t_J: ."-"~ ---..... I~ ~ r\ ..././'''~ "f ~b lJ\ "'-".'''1 I .. J Ii SUOti, ~;::( ~I'-~~t-O EN"O"~ ..-- ,TED I'......,..... I (")(~:J< r~! ()~t= ............ - ....... ,,,.,,, .- Ft~Ri 1110 ~ //.'.--. SMOKE ,-,,"'n bHt:.t:1 (Ii .~ t 1\ ~~ .t1 //- _ It) .... IL. If ~\ ~\ "'~-"""..... Tl ~l .. l!t*_! l~// f'ii Gf /!, ,-_\\ r ........, I "'r/MBO C I ) p L/) 'lSTING -TION r<t:r-IO l.)y.<l .- ~ Li J;;?r) -,. - r- A"'-l i i..... ~'-"'1" --\ ~,=~ r:. ) Ii RO(.)F., ~ L.)Coc;.. II C If " '" fl U ~~ f/l ~ q~ ~ 'V I 0 5> 10 n c~ <IT _.-JPI U tJ \"-J J l/ ~~ r~RA' iC~LE \ f ~ -: ....., i ~~ T I I I I I I ~ -J ........_~_. t AC.0115 ~ll. ~ ..... I V =&",",I__"""~, ~ -~ V '...... ~ , 6(,..), I ur-I BLDGr _____~ '" CO"{(...."'G:: I t:: _00;> ) ~ I r I I I r 0: \. S IS I. ~ .3 .. . ~ p, .. . I ~I ,",C' . -f ~ * IRD ~~~l PSI BOA , C:~~;J J!~ L/, ~J~\ (/ ....-1, D '.. ~7 ~ , ~ o ,"-, .... ~ %1 01> 2 .22 D I "1<) v, /' GAYLE Fm 0 BERKEY ) *1~ B-192iA-'M ~ :o~ ~! S~oA~c~' i s - q~ ~ ~ 1* ~ c> ~j l) =3 ~; ~ & ~ ,~'" . . - ~I UJ rr ~~ WL fit <-. t )> W =~ (J <! ~~ ~ 0. ~, en: I n J n \, II F\ i_I '\ UI UrlM v II ,,'-' I ,,'-'_ jj I I JlO c3 ~ ~ w CJ ~ a. CfJ I -- -- ;~ I ~ '-1. r--'I ~ t r~- "~'.,w" - ~ or COlo _~__...i ~ -..-..I ~' -- ~ ~ F'-' L.J ,---" I -~~ -~ A....~ ?-2t -" I "'1<::) ~ ,........MW_.' -~_. f'_W,--, ~ (/ V, GAYLE F~ 0 ) .,_~,_.J __"J J _~_J l "* BERKEY * l f."",,,,,,,,jJl ---' I_,,,.>>.J 1 1,,_,_,.,1 1---_... r"" B-1945 [..A .,.'" r-~' / '.-4. ,,~, ,_._, c> '~... , m i7r I <:: .- ~~ d "J!<' 1.,] ~ -- o ARC '1 ~ :". ~ i 1""->>-" ~%t - ~ _.~, _J U ~ i__J r--" ~. - ; -'" .-- .~~ P IDI 'W l,____>>~ I~\ I ~ 1,__ l__~ \ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH A VENUE WHEAT RJDGE, CO 80215 - (303-235-2855) \0 Building Permit Number: Date: \\l~l Property Owner: Property Address: Contractor License No. : Company: 0b.c.den ~ c.. Y\ OWNERJCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEM&Q:... '5Rp~1^ Lf')..5/. /<-1 pLI'1~ 30 J- &' 6cH)8'4 be",-u/}\.Q.. Phone: :'O~-<1'i5L-Lf~~5 ! hereby certify that the setback distances proeased by this permit application are a~curate, and do not violate applicable Ordinances, rules or regulations of the City of Wheat Ridge o,r covenants, easements or restrictions of record: Ihat aU measurements shown, and allegatrons made are accurate; that I have read and awee to abide by all conditions printed ~n this . . application, and that I assume full responsibility for compliance ith the Wheat Rl~ge BUII.dmg Code (U.8.C.) and all other applicable Wheat Ridge ardi" or work under thiS permit. DATE /- /2-0-1 - - Use: Construc~ion Value: i ~2.J _ 2-5 Permit Fee: 3-ci). vi ::.c.c,.oc> Use Tax: YO/6eO Total: - (OWNER)(CONTRACTOR) SIGNED Description: /WdL41,O'f/' CJf 16 tv'/~/"JS atV4-n~/iJ, Q,v-/ ;1"1#k-rtM"'- ~'f'U(;o~NI BUILDING DEPARTMENT USE ONLY Approval: !:.IJDllco.vc._J!m!lt~tS:l Approval: Occupancy': Walls: '."':~,.. ..-:::fT.T7(i", Sq..f]...l---I,<;z -;,- '.-.:-0./1.. .,<./...., _/ " -.'-.l ~ \) 1 ,_ \-~~'8 .} \'-'(~'\J(-. 1"':;'. .. \,\.-- "~I. ' . .- J~\' . 'JLtJ~"~!l"J"0JI~ Approval: ;qzc.. Zoning :c. \ SIC: : r ~1G"!!,t~L:..L'J.d16 0' K-- ( fJrr // '/ !,-}, Roof: Stories: -- ---- --........ Electrical License No : Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (21 (3) 'This pennrt was iSSUed in aa:ordance with the ~Qns set forth in yopur appllcaUon and is SUbject to ltIe laws of the Statl! at Colorado and to the Zoning Regulattcns and Buildln9 Code oflM'leat Ridge. COlOrildO or any attler appllcaole on:llnances of the City. This permit shall exPlnIlf (A) the work authorized is not commenced within sixty (ea) days from issue date or (B) the buildIng authorized is suspended or abandoned for aperiod ot 120 days. It tnis perrrut axplres. a new pennrt may Oe acquired for a fee of one-half the amount nonnally required. Provided no ctlang8s have been or will be made in tI'le angInal plans and Specifk:ation, a1d' any susoensicn or abandonment has not l!Xeeeded one (1) year. If ctIattges are made or If suspension or abandonment exceeds one (1) year. I'uU fees .shall be !)aid for a I'lew permit No wack of any ma,:ner shall .be done that will change !he natural ll~ of water eauSin~ a dr.ll!nage problem. .. . Contnlctar shalll'lotify the SUllding Inspeaor twenty-four (24) hours In advance for alllnspeetions and Shall recetve wntten approval on lnspeetton card before ptoeeedllng witt! s~ P..... 01 "'.100_ . The issuance of a permit or the ~ of drawings and spedllcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building ~3 or other ordinance. law, rule or regulation. (4) (5) (S) Chief Metricom DENOOOt (1-70 at Kipling) L. 00"'; nj SQv+~ Metricom DEN0001 (1-70 8t Kipling) Whalen & Company 3600 S. Beeler St. #300 Denver, CO 80237 (303) 912-4006 November 27, 2000 Wheat Ridge Planning Department Attn.: Meredith Reckert 7500 West 291h Avenue Wheat Ridge, CO 80215 Re: Clear Creek Building - 4251 Kipling Dear Meredith: Whalen & Company, on behalf of Metricom is proposing the installation of a four-sector fa,ade mounted antenna installation and ground-located support equipment on the office building located at 4251 Kipling. The building is zoned C-l and the proposal complies with all the requirements of section T of the City of Wheat Ridge code as stated below. Attached, please find three Ilxl7 sets of plans and a photosim for your review. The following is a response to each item as it applies to the Metricom proposal: T.l The site is located in a C-1 zone and this regulation is not applicable. T.2 The site is subject to administrative review per the C-1 zone. 5.a The antennas will be painted to match the building in the same manner as the existing antennas. The support equipment will be screened by a wood-picket fence. Also in the same manner as the existing ground equipment. 5.b The antennas will be flush-mounted and will not protrude in excess of the two foot limit. 5.c Not Applicable Uyou have any additional questions, please feel free to call me (303-912-6433). Sincerely, ~lackburn Leasing/Zoning Manager II. . . . TM ricochet METRICOM, Inc. r-- ---) \' ,-~'~) \ ..,{' - (\ ", . "'-- _..) ) lJ' \\'.\ '(' / \'. \ \ .. .\ \ ,\ ;t ~ L/[S. --- O~ \) CLEAR CREEK BUILDING DEN0001 4251 S. KIPLING STREET WHEAT RIDGE CO 80033 LATITUDE 39046',33 v.c~!!\~:-oG _ W4i'1hP! ~47t\l.~":.l:_ ,. ", ---jl~ . ~<c,. .",...,X._..,,,,.___;L.: =:',:l~~t~r-~~B~r' :1-- 300m """--"-T~' , ~ g ,---y.'-~~~.:;,-~ [z.:'/.'"' --------~-"~ ..-'!;: ~~~ I,a W441hAv~~ !": ~ =-~ :2: ' ~9 Y'~'=E- ,0' .Q ~ 1;'. W48.rd-t:.voG.8 ~ \~ (leo.rCr~~1<. ~ ~ i,lO '-"'-"j"C"C:i"6i"f"C~'~1Z'--- Z z I -::;., ;!i'l -a ~ i" L [~ 6~: ~ _,~f:~K ~C"'..: .. ..,,.....---~- Q " VICINITY MAP ~'P.T From Denver lnternationo! Airnort start out going North on J.lCKSON GAP Sf by wrnin9 left. a.Omi. Turn LEfT onto ramp. a.3mi. Iolarg.. onto PEN.\ BLVD. 9.7mi. Take 1-70 W/US-J6 W. 4.6ml. Stay straight tD go ontD 1-70 W. Toke the CO-391/KIPUNG Sf e>:it, ""it number 267. 0.2mi. Turn LEFT onto KJPUNG sr/CO-391 S. 0.6ml. 11.5mi. IFr-....IIlFSCRIPTIClN NOT AVAIlABLE DRIVING DIRECTIONS I LEGAL DESCRIPTION 3" LONGITUDE ';ITE NAME, CLfAR CREEK BUILDING OWNEPJCONTACT: OWNER: CONTACT: PHONE: STEPHEN LECHNER STEPHEN LECHNER (303)-860-0828 SITE ADORE:';,;: 4251 S. KIPLING STREET WHEAT RIDGE, CO 80033 CODE CCMPLlANCE APPLlCANT/LE';~;EE ~DCMC NAME: PHONE: f-rl-df.lj,9~0~~~PANY PROPERTY INFORMATION ARC:HITECT, 108 sa. FT. ,-)( ][ C-1 KDCARCHrrECTS.ENCINEERS.P.C. 12250E.ILlFFAVE'iUE AURORA,C0800t<:-'253 CONTACT: FLO'fDDMj5 PHONE: (303) 750-6"399 kdcdenverOkdccrchiteds.eom AREA OF CONSTRUCTION: OCCUPANCY TYPE: CONSTRUCTION TYPE: CURRENT ZONING: A..P.N.: I-lANDICAP REQUIREMENTS: c;TRUCTUP,AL ENGINEER; FACILITT" IS UN~ANNED. HANDICAPPED ACCESS NOT REQUIRED. KDOARCHITECTS.E'lGINEEF<S.P.C. 12Z50E.ILlFFAVE"'1UE AURORA, CO aOQ14-1253 CONTACT: KRlYSlTG> NAwA!.AN'f PHONE: (303) 750-$999 kdedenverOkdcorchi~~ets." :m PRO,IECT INFORMATION EQUIPMENT lOCATiON: EQUIPMENT TYPE: ANTENNA lOCATiON: lXI OUTOOOR 0 iNDOOR lXI ISM 0 WCS 0 ISM/WCS o GUY TOWER o SELF SUPPORT TOWER o MONOPOLE !Xl ROOF TOP o EXiSTiNG TOWER o OTHER KDC ARCHITECTS, E~GINEERS, P.C. 12250 E. ILIFF AVWUE AURORA, CO 80014-1253 CONTACT: EDUARD I\:;PYLOV PHONE: (303) 750-E999 kdedenverCkdearch;\ccts.com ELECTRICAL FNGINEER; ZONINC; MANAC;ER PROJECT OE,;CRIPTION DAN TASMAN PHONE: (no) 489-;:Gn FAX: (720) 489-723."l COW;TRUCII()N MANAGER; THIS IS AN APPLICATION FOR AN: UNMANNED WIRELESS DATA FACILITY CONSiSTiNG OF WIRELESS DATA EQUIP~ENT, AN EQUiPMENT PLATFOR~, CONNECTiNG CABLES, AND DIRECTiONAL ANTENNAS. THE TOTAL NUMBER OF OIRECTION.AL WIRElESS DATA ANTENNAS SHAll NOT EXCEED SIXTEEN (16). THE SIZE, HEIGHT, AND DIRECTiON OF THE ANTENNAS SfiALl BE ADJUSTED TO ~EET SYSTEM REQUIREMENTS. RICOCHET IS A SEfMCE OF METRICOM, INC. A UNIQUE WiRELESS ~ODEMS. ALLOWING THE FREEDOM AND flEXI81UTY TO CONNECT FROM WHEREVER YOU NEED TO ACCESS DATA.. WHAlEN &: COMPAl"'f CQNTACT, SHAUN GAU.....G~R PHONE: (no) 489-:!490 FAX: (no) 489-72:') PROJECT SUMMARY PROJECT TEAM .:s: ,\ \r~ J \~. ^- l-' ..':.- ~\~v', c~ \V' }, r,! ~ F \.i''fJ ~v .' r ! tr ~r f\\ \J -( 1050,06',37.8" S. LIT sm1Y COOt NFPA-10H990 7.hl~INS1l1Ull:OfSTElJ. c::JNST1lI.X:1lONSPECflCATIONS(AGC) 8.IJHOC'\'WATERI.AOOIt\TORlESm>RO'iID fli=PROO<1S 9.lOOl.9Jl..OlNGCCOE 10.CITY/COUlffi'O~ES SHEET DESCRiPTiON TlTLESHEET Z2 n Z4 Z!'i OVERALL SITE PlAN ANTENNA DETAIL 1ST FLOOR PLAN PARTiAL 1ST FLOOR PlAN ELEVATiONS ALL WORK AND ~ATERlA.L$SHALL BE PERFORMED AND INSTALlED IN ACCORDANCE WiTH TrlE t;URRENT EDITIONS OF THE FOLLOWiNG CODES AS ADOPTED BY n-E U:CAl GOVERNING AUiHORITIES. NOTHiNG IN THESE PLANS IS T,~ ;,:0 -::CNSTRUED TO PERMIT WORK NOT CONFORMiNG TO TI-H:.<;E COOES. 1. UNIfQRII BUI~NG creE (~9';) 1997 2.SUIU>iNGOFF1CVl..SmncCICE Nll.IlNlSlAATOOS (oc.-.....) lS96 3. UNIFORIIIlEQWI~ ')..'c'E (ul.lC) '~7 4. NAT!OIW. ELECTRlC CC:;( (NE.;) \l1Il1 lOCAlAMENDI.I[I{[S,o\'9 ' 5.,l.'ISl/ElA-222-; SHEET INDEX TITLE MDCt.!C RFENGINEER REAL ESTATE SIGNATURE METRICOI.( GSA AREA MANAGER PROPERTY OWNER ZONING APPROVAL CONSTRUCTION OIRECTOR ADDITIONAL APPROVAL APPROVAL LIST 1JAjE, ISSUED FOR: ZONING 11/:21/00 1JA1E ')' . . riu!~t!t-! M"!ri,~')m,lll". 2:",-,1 W. FI'Iu') Pkwy. Suit~ 0-2 Fhw;.-_TX 7~;,7'; PROJECT INFORMATlON: CLEAR CREEK BUILDING DENOOO1 4251 S. ;(:PUNG STREET WHEAT RI::GE CO. 80033 JEFFERSON COUNTY CURRENT ISSUE DATE: II I 11/21/00 =ISSUED FOR: ~ I ZONING -- REV.:=OATE:==DESCR1PTION:-BY: & iSSUED FOR 11.08.00 REVIEW FD 11 ISSUED FOR 11.21.00 ZONING LR I I LANS PREPARED SY: REV. ... I .... I 11..1 KDC I ~~.\I~=~.Ps~it. 302 I ~50::~dOF:Odo~~~2~ E."""":l<dcd_kd""",h;\ech.=n WoOoito: ........~dca"'hf\ec\>.<,o'" ~ONSTRU;NH;:~ N COMPANY 36005 BE.ERST STE.300 DENVER CO 80237 303.981.4853 FfoX 720.-4E1.7233 1::N8Y, ~ CENSURE: SHEET T1TLE: L moHO I rUMEN' CO~~L6~;2 I NOTES 1. NO PAAlaNClS.'iITCTEIlfl'tTlflSIIlST.lJ..lATION. 2.EROSlONCO~TOBEl.WNTAlNEDTHROUCHOIJTCONSTRUCJJON """' Q) J. EOUIP~ENT CABINETS ARE LOCKED, SELF-CONfAlNED AND .o.cCESSIBLE TO AUTHORIZED METRICOl.! PERSONNEL ONLY. PROPOSEl)M[TRlCQMI$l.l PANEL AHfENHAS (~ PER S<:CTOR)FLUSH I.lOUNTEO TO PAAN'ET WALL PAINT TO W,TCHEXISTlNG AOJJ,COOSURFACfS. EXlSTlNG NEXlEl ANlENWS EXlSTlNGUS WESfAN1ENNAS I I THIS IS NOT A SITE SURVEY Al.LPROPERlYBOUNOIJ!IES, ORI[NTATION OF TRUE NORTHNlO STREETfW.f-WlOTHSHA~BEEN08TAlNEDf1l0t.lATAXPAACEL UAPNlDAREAPPROXll.!ATE. ~ ~('f-'"('"I"'"I ",' ~t EXlsm,,;; us WEST ANTENNAS PROPOSEDMETRICOl.lIS"'~ PANEL ANTENNAS (4 PER SECTOR)FLUSHl.IOUNTED TO PAIW'ET WALL PAINT TOl.lATCHEXISTING ADJACENT SURFACES. _"-+rEXlSTlNGPDffi10USE .--~.--~.~~.~-~+~-~+~-~.~~.~--~. ~+~~+.--~.I I ~ , '"' , '"' . , '7 " uVERALL ROOF PLAN/SITE PLAN ANTENNA DETAIL (TYPICAL) CONDUIT ROUTE fROI.l AmfNWS TO BE ON SLEEPERS It.j.'O.C. CONOUITRCl.ITEFROl.lANTENWIS TO BE ON SlEEPERS 0 4' O.C. N l' E . I t . I .a--"'___I-"---<_I-"~ I t , 1 , ! i t , . I , . I , . I i i_<-+-...__.....__..........._I-+-1_I-+-+_t-+-t-.......-......-+-......._.........._+...---O- ...-+-..---.....---.......-............-,-+.....-...... +"4.__+-+__"'-+___"""'_+"'_+-"_1 Ii ! t 1 , , I l T . , ' ii T I' t II II t__..-t-__......._..+..._+.._.....---+-...--- I I I ! It L~! H t H i 1 t EX-FNG PElffiiOUSE t' T ~d ; It 1 T , OBLE ROUTE fROt./ANTENN.'S I' I TO BE ON SLITPERS 0 J,' D.C. t t lj I t: I +~I T . 1 1"-0"1"-''1'"-'"1''-'"1 - ---<D ---@ ROOF v f EXISTING us we:sr lL'SEAAEA PROPOSED l,lETllICOlol lL'&AAiJ.. 12'-0;:12'-0' EXI$TlNG(2)'rNW:;CONOENSOR !;"""'''''.''''''' ~ ~. EXISTING AT&T ANTENNAS EXlSTlNG NOORANTENNAS CORNER OF 3'-O"~ I I ~ BUILDING 5 5 M M 4'-6" 4'-6" MIN. , FUTURE EXISTlNGAT&:TMillNNAS ~ --@ n '"51"G,,""""''' ~'96B50GRI047/07 ~"_."'/"O EXISTlNG AT&T mTENNAS --@ EXISTlNGNEXTELANTENNAS --@ '"' PRQP<lSWlol[TJllC()l,llSU PftJ<lQANlENWS (4 PER SECTOR) FUJSH J.lOUNTED TO PNW'IT w.o.u. PAINT TO lMTCH EXISTING ADJACENTSURF.&CES. . , '"' , '"' v EXISTlNGUS WESTNlIDlNAS ~ "CALE: 1 "= 1 Q'..(}" 1~' 1 '.:l . . :-.:rJ~,l!.t'! M~~,-_',m, III'~, 2-:'C,' Vi FI~,,") Pkwy. S'"it~ 1::-2 FI"'r~_ TX 7';,';7<; ~PROJECT INFORI.I.ATlON: CLEAR CREEK BUILDING DENOOO1 4251 S. <IPllNG STREET WHEAT;:;: :;GE CO. 80033 JEFFE::SON COUNTY ~URRENT ISSUE ::ATE: II I 11/21/00 ~SSUED FOR:= I ZONING ~ ~EV '-DATE' .JESCRIPTlON'-BY:= M : :SSUEO FOR 11.08.00 i REVIEW FD & 11.21.00 i ISSUED FOR LR lONING I I "'LANS PREPARED BY: --- . --- . ... I I ..11 I -.n~octo - Engi.--s-. P.C. U$(I(0:<\lIitfA"""",,,S<Jit.Xl2 11111 I I ~~~~cf"~~~~~0236 KDC o.~c~: \<dal.n...n:.<dcordliteds.C<lffi ,,"o.ilo: ........kOccrdlitocb.com ONSTRUCllON WNAGER: WHALEN & COMPANY 3600 S. E:~:.ER ST. STE. 300 DEN\~ CO. 80237 303.981.4853 FAX 720.489.7233 =DRAWN BY: I~ I FED ::UCENSURE: =SHEET TITLE' OVERALl SITE PLAN ANTENNA DETAIL ::SHEET NUMBER' [~] I Z2 :::nOCUMENT CO~OL NO: I 2016022 I 2 (j) i i o IiE.-DJ D o 1;;;r FLOOR PLAN o I c i - --<D -~ o r @ I o 1 o 1"\.- ~ ~. ,::;' .s:;CALE: 1"::: lu'.!)" .#), ricr~.l!rf M~trir.-;m. h,.~. Z?;;1 ~~~~~~~tkWY. FI~!I'i. TX ?~;;?~ PROJECT INFORMATION: CLEAR CREEK BUILDING DENOOOl 4251 S. KIPLING STREET WHEAT RIDGE CO. 80033 JEFFERSON COUNTY URRENT ISSUE DATE: II 11/21/00 SSUED FOR: I EY"=OATE~~~~~ON'=BY~ f'." ISSUED FOR L!!:::" 11.08.00 REVIEW ^t ISSUED FOR ill 11.21.00 ZONING FD LR lANS PREPARED BY: ... I I .... I I ~2';.~ot-II~~':~~. Pt'~. 302 ..1 I I ~_~50~doF~~~j~.~2J6 KDC ~~Iii.~===~~~.com ONSffiUCTIDN MANAGER: WHALEN & COMPANY 3600S.8EELERST.STE.300 DEt-.'VER co. 802.37 303.981.4853 FAX 720.489.7233 RAWN BY:======CHK.:===APV.: IFBO ~ CENSURE: HErr TITLE: 1 ST FLOOR PLAN 1 [~)~ I 2016022 I PROPOSED l.(EIRIcO~ lOOAAlP ~mRSOCKETLOM)cEN1tR AIiOTELCOP€OESTALON UNISffiur SUPPORT RKK. PROPOSED 12'-0. X 12'-0" LE/lSEAAEA PROPOSl::O UElRICOI.l EOUIPUOO C\3lNETLOCAlION PRllPOSEOU.O.flEcROIJTE 10 EOUIPMENTFROI.l ll'J.ilSFORUER#95650 PRllPOSED TELCO ROUTE 10 EQUlPMENTIN2" CONOUrr ~OUNillllO W/<U. EXiSTlNCGENstTPLUGS EXlSTltIGCONOENSORS PROPOSEomCOROUTEfllOI.l TELCO RQQUlO l.IETRICDM EOlJIPl.1ENlMJOVELA'i'INCEIUNG. PRO?OSfD2X21ELCO BACKBOARD PARTIAL 1ST FLOOR PLAN I I I I I I PIlDPOSED WN.L PENETRATION 00 00 I I I I 00 00 I I I I I 12'0' ~~ , ---- ~ ~ u 8 N 11' E #), . . ri{'.r~bf'! M"!rk..,,,,.lt,... L7~,1 w. PI~I'.' Pkwy. ~;ui!" (;-1 PI~ft--" TX 7<;;;7'; ROJECT INfORMATION: CLEAR CREEK BUILDING DEN0001 4251 S. KIPLING STREET WHEAT RIDGE CO. 80033 JEFFERSON COUNTY CURRENT ISSUE DATE: I 11/21/00 II (SUED FOR' ZONING ~ EV '=OATE'=OESCRIPTlON ====BY' ^ ISSUED FOR f!!:j, 11 .08,00 REVIEW FD ^ ISSUEO FOR L.2..J. 11,21,00 ZONING LR LANS PREPAAED BY; ... I ..11 .... I KDC I I ~~S\-m~;~':.:~;,Ps5t.J02 I ~~~~;'dor~~~;~2J6 Emc,: !:dod",,,,,,.o;u,oorchil.ob.com W.bs;\<: .....k<korchileeb.com :CONSTRUCTION MANAGER: WHALEN & COMPANY 3600S. BEElERST.STE. 300 DENVER CO. 80237 303.981.4853 FAX 720,489.7233 .- I::NBY~ CENSURE: HEET TITlE- PARTIAL 15T FLOOR PlAN 1 ~.~. "--II I Z41.~1 I OCUMENT CD;~~~~~2 I D:15nNGPE~OUSE D:15nNC AT&T.ANTENNAS NORTH ELEVATION EA~T ELEVATION PRQPOSEOMEJRjCOl,j Is.t.l PANEl ANTENWS (4 PER SECTOR) flUSH l,jOUf[l(OON PARAPET WAlLPAlNTTOt.lATCHEXISTlNG AOJACHITSURfACES WIlH2 UGfflNlNG ROOSPER SECTOR PROPOSEOCOAXROUTE EXlSTINCUSWESTEQUIP!.IOO EXISTING1R,/oJ</SFORMER Dl9S85QCRI047j07 PROPOSEDl,jETRICOIol It-O'xlt-O. LEASE "'fA EXISTING AT&T ANTENNAS EXI$TlIiGAT&TANTtNw,s EXISTlNGPENTHOUSE PROPOSEDt.lETRICOIolISIolPANEL ANTENNAS (4 PER SECTOR) f1.USHloIOUf[I(DONPAWPET WAl.LPAlNTTOl.tATCHEXI5nNG\ AOJACENTSURFACES WITH 2 UGfflNING RODS PER SECTOR EXISTINCUSWESTANTENNAS EXJSTING1RANSFORt.lER [XISTlNC US WEST EQUIPl,jENT EXISTlNGPEl'ffiJOUSE EXISTlNGUSl'iESTAIillNNAS T.O.ANTENNASPIRIf'ET !llV:S6-S It OfANTENW< !llV: 55-2.- '""" EU:V:O 0 ~..r- c _~'_4. EXISTINCUSWESTANTENWS / "OOE'''''e''''''~ ~ /~56-S It OFAHITNNA ------El.EV~- Em lMt ~ _~._4. ~ lC'''::- ~CALE: ~r~2"= 1'..0" 9;.CALE: ~/:~2"= 1'-0" lC'.~" ',l . . ricrJg!f'! M"tri,-,',m,lw.. 27;;1 w. FI~rl-' Fkwy. ~:ui!~_ [:.2 fl'l"'"TX 7";G7"; =PROJECT INFORMATION: CLEAR CREEK BUILDING DEN 0001 4251 S. KIPLING STREET WHEAT RIDGE CO. 80033 JEFFERSON COUNTY rRENT lS~u; ;;~/ 00 II ruEO FOR,'- ZONING ~ ~EV.:=OATE:~ESCRIPTlON:-B'l':= h.o ISSUED FOR ill 11.08.00 REVIEW FD h., ISSUED FOR ill 11.21.00 ZONING LR ::PLANS PREPARED 8'(: 1 ---. . ... I I .... .111 KDC I ~~"t.t Ir~q:.:~;, PS~to :102 I ~50::S~doF:Oio~~;~.~236 Emo,:l<dcder1YerOkdco",Moeto.O>m \Irelnito: .......l<dcorcMeet>.com 'I"'ONSTRUCTION MANAGER: WHALEN & COMPANY 3600 S. BEELER ST. STE. 300 DENVER CO. 80237 303.981.4853 FAX 720.489.7233 r~:N BY'~~ ::UCENSURE;== 2 ~HEET TITLE' 1 "~"'~, I rmZ5 m OCUMENT CONTROL NO: I 2016022 I DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 11616 Date: 12/21/2000 Property Owner: Property Address: 4251 KIPLING ST Contractor License No.: 18890 Company: M P B Contractors OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 472-0217 Phone: 343 4318 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $145,000.00 $1,245.75 $809.74 $2,175.00 $4,230.49 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Total: Use: Description: CELLULAR TELEPHONE FACILITY BUILDING DEPARTMENT USE ONLY IIlmliMAla'iililR Approval: TRC Zoning: C-1 liiIllIIIl-ml!!Im!'fll1l Approval: BG SIC: Sq. Ft.: 12/20/00 ,...---- 11c;j:~m.8trj Stories: Residential Units: ~ Approval: Occupancy: ./ E}ectrical License No : 1831 Company: City Electric Co. Of Boulder Expiration Date: pproval: DM Piumbing License No : Company: Mechanicai License No : 17942 Company: Denver Heating & Air Condo Expiration Date: 8/9/2001 Approvai : Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new perl"flit. .. No work of any manner shall be done that will change the natural flow of water causing a dramage problem. Contractor shall notify the Building Inspector twenty~four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Buiiding Inspector D_PARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 11616 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 12/21/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 4251 KIPLING ST Phone: 472-0217 Contractor License No.: 18890 Company: M P B Contractors Phone: 3434318 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: $145,000.00 $1,245.75 $809.74 $2,175.00 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe:t ~dge}rdin cas, for~ork U,nder this :ermit. (OWNER)(CONTRACTOR) SIGNED dd. 41'.- [lATE} '1-0/ Totai: $4,230.49 Use: Description: CELLULAR TELEPHONE FACILITY BUILDING DEPARTMENT USE ONLY ~ Approval: TRC Zoning: C-1 SIC: Sq. Ft. : ~ Approval: BG 12/20/00 Approval: Occupancy: Walls: Roof: Stories : Residential Units: Electrical License No : Company: 11;lt Plumbing License No : Company: Mechanical License No : 17942 Company: Denver Heating & Air Condo Expiration Date: 8/9/2001 Approval: Expiration Date: Approval: Expiration Date. : Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has,not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building code r any ther ordinance, law, rule or regulation. (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~\ON Property Owner: J0 i?;':,L-rg.i. C 0'"1 H v 10 ; C --f7/' () 0 Property Address: i" Q-, I -k' J pz.....; -.J 6 Contractor License No.: ~ ~ ~! 8 t ; Sff'!C? Company: -/J1 ~ Be. 0 1f'Y CI ') OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Permit Number:@ Date: /) r;>c;;- { Ho fr1 *:::> A 1'2-\!121bA-Jl Phone: (]c.J - '{ 7 d -(J 19-1) I hereby certify that the setback distances proposed by this permit application are 3C?curate, and do not violate applicable ordinances, rules or regulations of the City af Wheat RIdge or covenants, easements or restrictions of record; that aU measurements shown, and allegatIons made are accurate; that I have read and agree to abide by all conditions printed on this application. and that J assume full responsibility for compliance with the Wheat Rj~ge Buil.ding Code (U.8.C.) and all other applicable eat Ridge orcr , for work under thiS perT11lt. (QWNER)(CONTRACTOR) SIGNE DATE I ~/ t./60 Phone ;3 01> - '3lf.J -~/J18 Construction Value: ) If Sj 00 Permit Fee: Use Tax: Total: Use: Description: <::: <i? <.. '--" l...-l, "- (;;--L.e{IJff~E P- Pr- c..; ). / "7 '( BUILDING DEPARTMENT USE ONLY . 'lLiJl!~Y..!1!:t[l{(~.JJ:f:..~ SIC: ~ .t<~<\ Approval: 'W'r Zoning :01 Approval :1';>C=\ lii)~;)--e)ioo ~!l_QII~o~e~mme~~ Approval: Occupancy': Walls: Roof: Stories: .' I..~{~ r~ F- C':' r~:' l \/ tw. fJ h.~ ..' ~'..., '.' ....4~_ =l f')~!", 'I ,:~ 'inrro f~'" "~V,L; \ \S.- Residenli its: , ...,:./\) Mechanical License No : 1'1 'I f( ~ .-/ Y tJ- Company: J) V'V /..V\-{c-l..............-- I :; f ~'~:ri~i9,!.1iili:t8.}~ Electrical License No : ompany:~~~. Plumbing License No : Company: Expiration Date: Approval: Expiration Date: Approval : Expiration Date: Approval: (1) (2) (3) This permit was issued in acccwance with the provisions set forth in yopur application and is subject 10 the laws of the State of Colorado and to tne Zoning RegUlations and Building Code of~eat RIdge. ColOrado or any otl"Jer applicable ordinances ot the City. This permit snail expire it (A) the wor1l; authonzed is not commenced witl"Jin sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. It ~~s permit expires, a.rtf!fN.permit may be acqtJjr~ for a fee ot one4lalf the amount nonnally required, provided no Ch'anges have been or will be made in the ongma! plans and spedflcabons and any SUspenSIon or. abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work at any manner snail be dene that will ctlange the natural flow at water causing a drainage problem. Contnlctor snail nolity tl'\e Building Inspector twenty-four (24) hours in advance for all inspections and snail receive written approval on inspection card before proceedling witn suc::cessive phases at the job. . The Issuance of a pennit or lhe i1t2ProvaJ of draWings and specitfcations shall not be construed to be a pennlt for, nor an approval at, any violation at the proVISIons of th. bl!:Z O'llhet::, law. cui. or reg.~'''on. Chief Building Inspe~ I ( S" (;; 3 II/--))?/ L O;:L '1;; ., I (4) (5) (6) CLEAR CREEK 4251 KIPLING STREET WHEATRIDGE, CO 80033 CO-0455-A CONSTRUCTION DRAWINGS --~._--._--,. -------~~--'_.__. _p0'-'VED Ar- \tU'!--- suiJj::d to Fi21d Inspections Wheat Ridge Bujlding Dept. Date.l:l!-;PP!u .11. 1 ,h..,-1MIIA.Pi3!1 G.'h.,,~.C:'~' \ Slgned..r.z.d:?. ......r~..c_.___.__._. .~------ DATA BUILDING INFORMATION 4251 KIPLING STREET WHEATRlDGE. CO 80033 OCCUPANCY GROUP: B TYPE OF CONSTRUCTION: 1- F.R. NUMBER OF STORIES: 5 WI PENTHOUSE BUILDING HEIGHT: 56'-8" T.O. PARAPET. 64'-8" T.O. PENTHOUSE GROSS SF: 84,500 SF, STORIES 1-5 580 SF. PENTHOUSE ALLOWABLE AREA: UL OCCUPANT LOAD: B46 PERSONS FACTOR=1oo CONSTRUCTION DATA OCCUPANCY: B CONSTRUCTION TYPE: ~ F.R. NO. OF STORIES: NJA BUILDING HEIGHT: NJA GROSS AREA: 250 SF OCCUPANT LOAD: 21UNMANNED gm. HEDRtCK AND A88OClA1a ---..... STRlIeTlMAL NEWAHR c>oAMAN l303>-377-2732 IIKeHAIrilCAL .w. BLANK I. ASSOCIA.re8 tlO3l-32O-77l5O ELl!CTRteAL. COREY EU;C"J1ltC tlOOHM-1267 LEGAL DESCRIFT10N SECTION 3. TOWNSHIP JEFFERSON COUNTY, APN# 39-214-01-002 ZONING DATA ZONE DISTRICT: C-1 -- ~ ~ ~ 4lIIIII. /. ,,_1ur1o - a,..'.........'...... " .-.......... ~ , ~ ""'- -Z ~ PROJECT DESCRIPTION - TENANT FINISH THIS PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT FOR NEJ<TEL'S PERSONAL COMMUNICATION SERVICES (DIRECT CONNECT) WIRELESS COMMUNICATION NETWORK. KNOWN AS' CLEAR CREEK". INSTAUATlON INCLUDES THE PlACEMENT OF ANTENNAS ON ROOF OF EXISTING BUILDING AND PLACEMENT OF EQUIPMENT ON FIFTH FLOOR OF EXISTING BUILDING. CONTACTS OWNER APPROVAL DATE NEXTEL REPRESENTATIVE DATE NEXTEL REPRESENTATIVE TOM ABORGAST. CONSTRUCTION RICK HOLPP. SITE ACQUISITION NEJ<TEL COMMUNICATIONS, INC. 4643 SOUTH ULSTER STREET SUITE #500 DENVER, COLORADO 80237 PHONE - (303) 71;1-8558 FAX - (303) 714-8$21 VICINITY MAP ARCHITECT REX CROOK T'REX ARCHITECTS 146 MADISON ST. STE 200. PHONE - (303) 388-2918 FAX - (303) 388-5838 N ..JL ,r G LANOLORD CONTACT OGILVIE PROPERTIES (STEVE LECHNER) 1905 SHERMAN STREET STE.1f75O DENVER, CO 80203 PHONE - (303) 860-0828 ~ i NOT TO SCALE w""" s: !'I ~ " ~ g ~I~ :: ~ o $! ~~~" a.OCQID m~" ~ll~ d"~ ;...Jg i ~ DRAWING INDEX ~ DIRECTIONS TO SITE FROM DENVER. TAKE 1-25 NORTH TO 6th AVE.. TAKE KlPUNG NORTH PAST 381h AVE. TO SW CORNER OF KIPLING & 44th. ~~ SIT T1 TITLE INFORMATION Al SITE PLAN 1>2. RF STANDARDS 1>3 ROOF PLAN M.O 5TH FLOOR PLAN M.1 EQUIPMENT ROOM PLANS AS.O ELEVATIONS AS.l ELEVATIONS AS.O DETAILS AS.l DETAILS A6.2 DETAILS AS.3 OETAlLS ClEAR CREEK SITE CO-0455-A KIPLING SlREET & 37th AVE ClVlLlSTRUCTURAL ENGINEER MIKE OTEGUI NEUJAHR GORMAN 88 STEELE ST DENVER, CO 80206 PHONE - (303) 377-2732 FAX - (303) 377-4573 SURVEYOR GREIG MOORE C.R. MOORE SURVEYING 8880 W. 80TH DRIVE ARVADA, CO. 80005 PHONE-(303)422-1918 FAX- (303)423-2190 ELECTRICAL ENGINEER KEVIN SIMPSON COREY ELECTRIC 14202 E. EVANS AVE AURORA, COLORADO 80014 PHONE - (303) 69l>-1257 FAX - (303) 696-1459 T.REX Architex 146 MAOISON + Suite 200 """-"""""""""""'""'" l3lX>>3llSo2!M..fu:C3OSI38ll-5838 ELECTRICAL UTILITY ED TAUBE SPECTRUM CONSTRUCTION 7399 S. TUSCON WAY STE C-5 ENGLEWOOD. COLORADO 80112 PHONE - (303) 799-4994 FAX - (303) 799-4995 Drawings ~_~..r..I!\mltII.ol""""" ........~_..."""""o!""---..c:t_ hlProjol:l<o-',"",""","",_~"""""""a_ Thoo......."""...pomtttoo"'<""'h~~ ~"""""oIc..wt>;lOar.1S<ioct1:at!:N,.,. l"Il=="""of......,.h~_...Cw'a'o _an;l=-<:iol"'~ Th>1lraY.rqo_s<>>- <>bIrN V81........-toy"" 0.....",__ 'ao<l:lll:nO"'ltlO?rolocIorl<:f"""""""",,,OI:rls Roloctt>J_~::"''''<Nl'''I''''''h'''laJ: '-""I<r""__"I-""h""'CIlanl '1oCh="".,=-"""",,,,,~ MECHANICAL J.J. BlANK & ASSOCIATES 75 S MADISON STREET DENVER, CO 80206 PHONE - (303) 32G-7755 FAX - (303) 32~933 NEXfEL: BUILDING MANAGER AXIS COMM. REALTY SUE SOMMER 1780 BEUAlRE ST. DENVER. CO 80222 PHONE - (303) 757-2010 FAX - (303) 757-5121 NEXTEL Communications, Ino. 4643 South Ulster Street .....""" DeIwa'. Colorado 80237 I'Ill!.IGI CLEAR CREEK ..... KIPIJNCl SIREET WHEATRlDGE. CO 80033 CO-0455-A PROJECT NO. """,,,",,"A ISSUE DATE 0ll.20.2000 REYl8ION DATE 10.182000 .NUT 11TLI! Tm.E INFORMATION E1.0 ELECTRICAL SITE PLAN E2.0 EQUIP. RM. POWER & LIGHTING E3.0 ONE L1NElPANEL DETAILS E4.0 GROUND OETAlL & NOTES M1 MECHANICAL SHEET ......... OF T1 ~ o " ~ II '" !!; ~",!3 0"'- ::5~ ~ ~ ~hili ~h> ~ "m d"'~ 1-Z~! WEST 43RD AVE. ROlli. 1,0' """""mY OE r~--=--- 1 F-Ti!-i- r ------~---T--- -rt-- r ----1---- \--=--=--=-=--=---""C,';;"'o;'7~~~-=-=--=--=--=--=-=--=--ll ! I ' I y ~\ . I ! , I 1 ~ I ' I ~, I I /~ \, I~: I . ,..t:i::J., I~ I I ~\ ~ LOT 4 I~ : I 'I" , ~ ~, ~ ~I I~ " ~ "'I Ii: ~ II <20'.0' I~ I ~I t-~A","" =~/- I : ,,,I ---+1 , ::i I NEW""""".! , !51 I ~~1 i --11 ______'_____L_ ~~---'" L,.:. I I ."" ' : -+- .,;;:;--' --,_ (E)CONC.WAl.K ! is....../' I , I ----------r- ~. ,,,,.,,. ""':'-- ~ '-- I , .-' -------- s """""""" , I I - ""'- :~ . ,.---;;.' s ________ -'_ ---.. ""' ~ -~ --_ /~flS"', 't s -------- s ________ -'__ ... ~ ----- _____ I ! ~ I s ~ Iv --- It'" ---..........~~ --------____ I l~ __ ,_ s ~ ~ - v - vL~5=-- v -t----, C I ........... "... s _____ s KIF\..;;" ~s. - - -t J-, - 1../2 _ __ ""-,:---... --------- s SU"""".,,,,, I 4~ C~/2~ ... --'-.__ --------------- s I :, "k:. ,_ ------- I , _ s, '--'-. \':::-~nU -- ,------- , ' -- \ '-. , --'-._- '\ .............\ --:", .......... ~ - .......... ~ TJ..l15 SITE PLAN IS FOR ARCH. REFRESENTATION ONLY. !T t5 NOT A CERTIFieD lAND SUR\lEY. ........... s----..... " NORTI-l E9 @ ~~T~._~LAN ............ ~ HEDRICK AND A880CtATES 1303>-__ STRUCTURAL N8JJAHR GORMAN GlO3l-37T-2732 IlECHANlCAL J.J. BlANK & A880CIATES (303) S20-77ll<I ff!?c!'.!~~~ 7\ 11 r Z G\ (j) -j JU m m -j ~ a4III- . "AI'~tur.. " P'..n':"''''O ",.,'.r~ T.REX ArchRex 146 MADISON + SUIte 200 ~"""""""..,."...,. ClO3)388-~..l>t<:C3OSl38a-583& Drawings >09~~~~t::=.1= ""''''''jOC'!Of\\tlch~...."",*"'''''''''''"<lOt<'Ol Tl1oO""'-oI'<lltl>~to""""cqoO>o.~ ~._o!c.",\WIQS""'$o>Ed<:alC<'<l,Ot _1IC<101'1:l'-"~_""~ ""'''''"~ct'''~ ~~~~ ""'""""$Ml""........toJ....OW'Ier"''''''''~ P<<~to1ltlF'!Oj;ClOt"'lI>>""'1'l!>1I;n"'n. F\'tjoclt:yW'lO<O-"""h""*"'loct.."",,,,,,,,,,,,," ~1l'I>~00<:<<>t",,_...-giir<l __"~ID""_1. ~ . NEXrEL: - NEXTEL CoIIIIIHmIcaUont,. Inc. -'1643 South UIIt8r Sh8t .....6OCl Denvw, CoIantdO 80237 fIIl!.lGI CLEAR CREEK -4261 I<IPUNG STREET WHEAlRtDGE" CO 80033 CO-0455-A PROJECT NO. C<><M6l>-A ISSUE DATE 0ll2Q20ll0 REYJSION DATE 1O.18.2OClO SH!ET TITU! """ PI.AN SHEET NUMBER OF A1 - NOTE. AL.1.. L.ENCsTI-IS AND I-lEIGI4TS ARE APPROXIMATE AND MUST 65. COORDINAT5D IN FIEL.D PRIOR TO INSTALLATION. 5ECTOR I 2 . GPS\ G:F52 TEST M08tLE AZIMUT~ 3~~" ..",. ,'''''. NlA ANT5.Nl'\IA E6E>i>,13 E86l&51 ALE~,o 3 NEW NEXTEL SECTOR 2~6€>. ANTENNAS ANTENNA TILT ~-14 0-14 0-14 NlA TOP OF ANTENNA. %'.8" ;",&'-8" 56'.8" 5,0'_8" ~Tl~ TYPE FLU$I-l MOUNT ON (E) BLDG. EXISTING ROOt1 IN BLDG. COAX LEN::i TH 2SIZl':t 3S':t i>cZl':t COAx SIZE I-S/a" v~" V:I''' v~" COAX TYPE COMOCOPE COM6COFE .ANTENNA CONFICsURA TION SECT"" I-lTA,?~. "e c5ACK T( PARA FARAi=ET 1 N/A NlA 2 N/A NlA . N/A NlA NORTH GEODETIC 'N ANTENNA CENTROID LOCATION NAD 83 3~"4,o'3~.'" N LATITUDE 1"S.~'3'.s" W LONGITUDE NAV1? ee ELEV. '" 5411.8' ~ g !;j ~ !&. ~ '" ;;iffi2 ~1J~ 15~~ itGaffi ~~.. ~g!~ ~hl ANTENNA "" 51 "" """51 """52 TEST MoelLE COAX COLOR CODE COLOR !<ED BLUE c>!<EEN YELLOW 2 YELLOW eAR UJI-lITE GF'5 I c>F'52 TEST MOBILE ENTRY PANEL eEYQND ANTENNA DIAGRAM COAXIAL ARRE,5TOR eAR PROViDED 6Y NExTEL CBUNG 3116" SELFTAPANG SCREWS COAXfAL ARRES,TOR eAR D1AC:.:RAM 5ECTOR 1 \ \ \ \ 5EC;;'R 2 b w 118" PlATE "'-'MOE PAINTED 2 HOLE GROUND lUG W1n4 1;2 TINNED COPPER FROM ANTENNA MOUNTTO EG8 Il39OCI-""'HEAD BY"""""""" GPS & TEST MOBILE DETAIL (1) TEST MOBILEIGPS AHTENNAA..IRMSHED BY OWNER INSTALl.EC BY CON1RACTOR MOUNT ANTENNA 2" ABOVE HElGHfOF GPS ANTENNAS 112"COAX 1/r GROUND KIT CUSHION HANGAR BY MfCROFl.ECT (MOUNT 4' O,C. MAX) €lECTOR 2 SECTOR 3 SECTOR I R , I seCTOR 3 L '" mr.. HEDRICK AND ASSOCaATEB --- .""Il"!:n.al. NEU.WIR __ C303>-3774132 NEW NExTEl €lECTOR l-~. ANTENNA5 -..__al .u. BlANK . AISOCIATE8 -- INTERIOR a> ~?~~!"I ELEVATION ~ ~. , ..A/d'lIIoCI1no . .. Plann.no .. ,nt_no.... T.REX Archtlex 148 MADISON... SUite '200 ~~"""""""" l$(Q}388-2918.fax:l303>Sll8-5838 WEST 43RD AVE ~ Drawings ...~':;;"'~"d\;'.."':."'= ...._,..-~"""-_......"...,..-"". The OinI<""'"",,,.mn.dlO""""o:dOO.l"UdV ~_olCl'awr9o""'~"" _or<lrol....-aol'1"'"""""'_....cw..n "",rd"""","",,"lMPt<fId;1l1o~""'''''' -"_"'''''-''''<lOy",o...",O<)'<r=<lC":> lcrao:lll<t'$",.,_".,.....~O("" !'lojec:tOy""""'~h~~""~~ ~".,~~Oy~I'l"""V,.." --"""~"'....~ NEXFEL i NEXTEL eom....acetton, Inc. 4$643 Sculh UImr 8lre8t .....""" - DerMr, COlorado 80231 - fIl2,lGI , CLEAR CREEK , _ KI1'UNlJ 8IIlEET WEA.1RIDGE. CO 80033 CO-04SS-A , .' PROJECT NO. - C<l-<l<M-A ISSUE DATE - 8.102000 REVISION DATE 1O.1S.2OOO SlEET Tl1U RF STANDARDS SHEET NUMBER OF A2 ......... ..... - ....... 1'CUJI'EXTEL seCTOR 1.~. >>{'TENNA$ '"'E, 21AhL> ~ EX!5TINCi Q\lEST A .. ~ " l:l ~ ~ .. @u g~L a.OO')!D ~I" Iii .. ~ <14 ~~~~ d~g EX!&TI~ QU.EST AN1ENNA.s 25'_0" 2 , 25'~0" , 25'-0" 25'_0" 250'~0" ~ .. N 2&'-0" 2&'-0" ~ .. N XISTINc:. QWE$T CCNO_ I -tF-r-s:~ "f.}::- B- "H:F .' f . - 1- , $ ""'I',~ir......'. ....'........~~,...,... ., .'. .~. I '~~'" .p :0") ~\-:~ :i:ihCO : :1. >z~_& :Fl..OOR>: . l... J I I. 1 ~ . ,~< :. "'_"_Cn__(_~.--Ih ~~::~:: t_ ,:. -:i-Gl1... . ....-~T~A$~~:>.: .: :~~~;0~~ I ... " I ,AJI1iSA':(SU:\ ~ " -. ,CCNbeN50R>, .. :.:'~: ; :~: '(F.L,OQR).~,j :-: \J'.lrrS~,2r~J: 'c.;_~,.;~ -,:':.'LAj:..{~,:j::..~i.~ ~'::~" ;-:--':-.:'~,; . .I....~. I.' ~ED '" '.'ql . '1' "~rfJ 'f ;'.:tl.l"-' '~",'.m ........... 3E!J ; .-..:- ~. 6 EXISTINCi Q1EST EQJIP. -""'A ;c.Ej. ::.:E=PTH:::g: .--t- t', ~:; I' __ - ~'SC7~j...'.......'.. "'..~..~................. ...1" ...[. ....- [ ..1, 'I I EXleTING- F'ENT"OU$E .'......1 .' " " ~1 j- 'Jj .' , ". " .'] , ':r-I . -,-_ -<t -~ , OJ:! '~I:I f'l ~.i'_1 QI'l 1.1.1-1 ~I., .,'i;V: ;fl "~h-' '1'. ' .j;-'; <:[, 'i:.jjl: I ~ jq " 8., , ". .l. Iii ~. EXI5T1NG a1EST ANTENNAO EXISTiNG- au.e5T ANTENNAO .l:ID.. HEDRICK AND A88OCIATE8 ---- 8TRlIr-Tt_&I. NEUlAHR GORMAN (303)-.317-2732 ImCIIAMeAL JJ. BlANK l ASSOCtATES CS03l 32l>-77Oll ELECTRICAL. COREY ELECTRIC ~f267 ISTING- GlLUE5T ANTENNAO ~ .. N T.REX Archnex -we MADISON ... SUite 200 DI:Inver ColOrado 80208-SOZ3 (303)38&o29lS.Illx:<303I~ Drawings ~""'~"","""""'ol""",,,, ...""onaIrorrUlll>o..~oltl>o~_ .....""')ootOC<''''''''''\t"'f'''''''''''''~,.,.''''.-IlI<l'''_ ThoOMw.....I""_to.-r,"""""tv:>.dv 1~.~ofDr"""ll'oroSpoal<;a"""P<:r !liarrn1lcn..-.d'-"-""(l~_""o,..n,r. """"~"'lt>oPmil<:l.lhoDrWvl..-c_ <>b__"""".....,""....O'O-"-"'_~ "''''''''''''"'''1Ho ?r'*""~OC<''''''''''''~II:nO,... Pro)o<:l""~""""""""'___bmtn""'.>IUI crm-__~""~n~...., __te~""':o...-. c -" /' NEW NEXTEL. /V5ECTOR 2.60. -" /' .AN'tENN.A$FilE, __ 2/AbJrJ -' ~/' /' -' ;ri /' N/ B ~ .. N A ~ .ANTENNAS TO 6E CENTERED oveR lUlNDOWS .( BE 'FIELD AFF'ROvED. NORTI-1 E9 @ ~~S?~. PLAN NEXTEL: NEXTEL Communlo8t1oM, Inc. ~ South IJIIIbWStreet ..... ... D8rWer, CoICndo 80237 ~ CLEAR CREEK 4261 KJPl.JNQ stREET WHEATRIDGE, co 8OOS3 CO-0455-A PROJECT NO. CQ--04ll6..A ISSUE DATE 0Q2Q2000 REYlSM)N DATE 1O.182lOO SlEET nTLE ROOF PUll Slft!ET NUMBER OF A3 CD I': I" @ I , " CJ -------~-- , I ~ o '" '" ~ ~ N - ~:lI::~ -W- '::ll!:i ~U~ O~~ ~dliiti ~~ " ~~t. ~Q,~~ ~~n @ I i @ I p 1 r 1 @ I -------e-------- I -', u4__ , A4' NORTJ..I EB @ ~t.h2!}.OOR PLAN - EXISTING 1 J:Jn.. ttEDRICK AND ASSOCIAlU --- STRtICTlMALo N1.IEJAHR GOflMAH l303l-377-2732 .-eHAISCAL. J. J. BlANK I. ABSOClATES (303) 820-7M6 ~ ~. .- ..,-.,.......'....0 ..,nt_lOr. T.REX Archilex 148 MADISON .. SUit.. 200 eem.- CoIonl.dO 80206-5023 l303I3lla-2lm ~ Iax:l303I3ll&-GlI38 " Drawings cr....tw;s.....~1l:nO..._"'_ nlltl'>:l""'.......""'~oI.....__ ""'_I<:<""""'"....,...._..~<:<""" Tho 0.-""'" "" "","","""'''''''''"",*,,h::U2'Q ~<>X>M."'~_~"'" _ucn"""-...,.ncaJ'OC1D1_....o...n _.....~oI....~lho~"""<(>o- '*"""",.,..,.",....-"'....0...."'__ "'od<tIl:m""",_<:<..."",~",,,.,. Prn;!dOy""""'=->1l>>~brDll1""Wl c..-""'~_lly_l\\\OIt'Q"'" """~.~""'.,,,.,--- c NEXrEl e NEXTEL Commlllltc.tIo-. Inc. 4&4S South lIIsI.- S1rMt .....soo Denver. Colorado 80237 lIll!,IGI CLEAR CREEK 4251 taPLlNG STREET WHEATFUDGE, co 80033 CO-045S-A PRo.ECT NO. ooOi515 "- 1S8UE: DATE 0ll28.2000 REVISION DATE 1t32lOO 8IIEET TITLE "'" Fl.OOR Pt.AN SHEET NUMBER OF A4.0 A ~ ~ ~ i :IfjQ -w~ --5~ ~"'" ",:'!Iw ....J~t::::r.c: Q.Oa)/D ~;~ ~h~ <~'" ~~z~ ~d~ NOI'Es AN N:_ _ "en TE&TMi: .4dE!NC'Y I"IJ6T NClN-1:lI!61\01lCfM!L Y 1I!eT lN6TALLATICIN A/llI!A _ (E) N!""", W E1~ II ALl. ELEYA1E> CClNc:. IDAI>I!L&. 1 HR PARTITION.. 3~~" MTL. STUDS WI ~/&" TYPE X GYP. EA. SIDE. 16" Ot::. ASSUMED ~CON.TRACTOR TO VJP. 11~" BAR GRATING C6X82 JOIST 3..f,." X AS REQD. NEOPRENE CONT.6'1 RIM PERIMETER LAP MIN. 2" ABOve GRAT!NG NEW COMMERCIAL GRADE VCT -12 X 12. PREP. 4 INSTALL PER MANUF. ~COHMENDED SPEC. l.,' NEW COMMERCIAL GRADE VCT .12 X 12_ PREP. l INSTALL PER MANUF. RECOMMENDED SPEc. (2) TEK AS REQD. TOP . BOT. oil EACI-l (E) STUD. 1: ! ~ I; . ..... .- . ~: ..' .. :{';'0~.:"'!"""'. ...-...... @ FRAMING SECTION III . l'_eln PERIMETER TYP. CORRIDOR NOTE. OI&TJllJeuTlVE LOAO& c:f' l"LA"1l'"<:>I'M NOT TO EXCEEO THE '''-pef AU..O..J\eLE L.OAD I I IF l"LA"1l'"<:>I'M 1& ATTACI-Et> TO CONe. I l'LOOR &LAB. AN I INI>EF'ENOE>lT Ti!&TING I AGENCY MU&T NON-OE&"lRIJCTIYEL Y I Ti!&T IN&TAU.ATIc:tl AIOEA FOR (E) aLAe f<El>FOIOCEMENT. 0/,," Xl!!o1r," EXP. ANCHORS '5 EA. END . 3E:>" a.c. TYP. EA JOIST. c -' '-'i5" X IS/e" EXP. ANCHOR e EA. END I: 36>" a.c. .-~, . (E) POST -TENSIONED CONe. SLAB l'~" BAR 6RATIN6. CLIP WI "DREXEl" DX-2 SADDLE ANCl-lOR OR Ea. e EA. END .. 4' O.C. WI 4' FIELD. CbX8.2 JOIST ~" X l~e" EXP. ANCI-IOR 61 EA. END .. 36" ot:.. ~" X AS REQD. NEOPRENE CONT. EA JOIST" RIM. LAp UP ADJACENT WALLS t8" ABOVE PLA'T'FORM. @ f.~~~ING SECTION ~ l\> on '\' '" N " \ !L " I , b'-11/2" NORTI-I E9 EQUIPMENT ROOM @ ~11~~~~G PLAN JOIST CORRIDOR. . " DOOR r 'I . (E)I,~R \/Zl'-1" CO~IDOR WALL: (E) C:SYP. .. MTL STUD PARTITION. REMOVE (E) WINDOUJ .. INF1LL UJITH MiL 5TUD AND GYP. SOARD. FINISl-l TO MATCl-l (E) REMOve (5) DOOR .. lNFILL WITl-l MTL STUD AND c:sYP. SOARD. FIN.I5l-l TO MATCl-l (E) \ NORTH E9 DEMO. (E) WALL INSTALL NEW 3'><1 , bIZ> MIN. RATED Doo AND FRAME RE: !lAb ~ REMOve (E) CARPET. PATQ-l .. LEveL (E) CONC. FOR VCT FRE ~ l\> on '\' ~ NE:W NEXTEL LEASE AREA APPROK 251Z> SF. ~ '- \ \ __d --on 8" DEMO. (E) WALL PATel-l .. LE'VEL (E) CONC. FLOOR A5 REGlD. FOR vCT PREP. (E) I HR WALL ~ '- \ ':!'-iZI112" \ ---" -----" REMOVE (E) DOOR .. INFILL WIll-l MTL. $fUD AND c:sYP. 6OA5ro. F1NISl-l~1-l (E) @ ~~"~~~1TI0N PLAN 8112" mL HEDRICK AND AB80CIATES __-.-0 8TRUCnJRAL -.. QClRMAN 1303).377-.... 1IRCH...-cAL .L1. BL.AHK a AS80CIATES (303) 820-17lS15 ! r ~ ~. "Architecture .. Pl..nn....... II lnt......."".... T.REX Arch~ex (E) 1l-lF<. WALL 14e MADISON.. SUIte 200 ~ eo;omdO ..""...". (303IU3-29l8+1u:~3I\8-6ll38 l\> "' "'1 '" N D " Drawings ero..too.....Sr.<<*:alono..........,.....ot_ ""'an:l<ilal"",,",,""'_<<h~_ ""'_'fO<voI'tIl't<1!"",lf8dols.-.Jl,.jO".ol _o.mr.rnl~"...,;tledto__~ ~~.<<""'-"""Spo.:;It;a"""lO" WoomObnard~h~_""'""""",,, _ard-.-qolll'lo_ _~....,~ c;tI:a""",_""",.-tytl>lOo<q",_~ fO<~"'''''Prol'd0"la-1hII~<<''''' ProO><:l byOll>n """""""1M"'<I'ileel~ rnlh<Elaut .........._"-'by-""'".-..ro.... _~~ll1t1>l~ NEXI"EL: 1'-1" NEXTEL CommuntoatlOM. lno. 4843 South Ulster StreeI .......,. Derwer, CoIcndo 80237 ~ CLEAR CREEK .... KIPUHG lmIET WHEATRIDGE, co 80033 CO-04SS-A PROJECT NO. co-44Illl-A ISSUE DATE 0lU9.200ll REYlSION DATE 113.2000 SIIEI!T TITLE EQUIPMENT ROOM PLAHS SHEET NUMBER OF A4.1 0: .., o r ~ ~ . .. ~mO ::ll!~ ~u~ ~~ii;i ~~>: ~~!li ~~n o RELOCATION! CAFP1Na: J (El l--!VAC TO BE P5~O BY AXle MGMT. AGENT. (E) DUCTS T/.IRQUGi-I SUITE TO BE INSPECTED FOR CODE/ DAMPER CONDlTlON. (E). STSTEM TO MEET ALL AFFLlCABLE LOCAL t STATE eLDG. CODES. /' ~'-", 112" '-,&".. " CORRIDOR '- ,. :!: l'-l/Z11/1e;." 3'-0" 1 1 = I ,..J ..J - .- f--- .'- ~ ill l AL ~I '" i.~ .. '" NEW COAX. ~OD r = l Tl-IRl ROOF RE: 1/A6J CABLE LADDER ! :;::: RE: 3/Ab 1 2'-2" (E) AIR DIFFU5E~ TO 7 i BE CAFFED OFF. IY - ~ I , AI:!) (E) LlG/.IT5 RELOCATE A5 fO!EG:!UIRED If '\ i ''1 - NEW ROOF MOUNTED - i-IvAC CONDEN50R5 P ABOve. FeE, 2/A6.1- , - ,. D ~ >0 = 2'-2" '" 6M0KE- '1' ;n = N (E) AIR DIFR.J5ER.5 TO '. '\ - / BE CAFFED OFF. /0 , l- X 0 <E) LI6i-1T5 RELOCATE ~\ AS REGlU1RED /1 I- - : 'tPEPAIR AND '" f= E (E) ACC. CLe:,o D~ I~ . r--- tll2llii. ALL FLOOR TO FLOOR L- l"ENEllOATIONll OR (E) RATED WALL l"ENEllOATIONll TO MEET I _!'<ATED 5T5TEM. "\. ./ NEW TI4ERM05TAT. UE5TTECl-l PANEL ENTIRE 1.l.E6T WALL TO BE PAINTED AND F1Nl51-1ED AND FIELD IN&FECTE;D 6Y 5UE~ (,AX15 REALT"'r). REMOYE (E) WINDOW t INFILl WITH MTL STUO AND G:Y-P. BOARD; FINI&l-l TO MATCI-l (E). o E1..EC. CONTRACTOR TO COORD. WI AXIS H6MT AGENT TO REZONE (E) SUITE LlG:I-ntNG. REMO\fE (E) DOOR t lNFlll WITI-! MTl. STUD AND 6YP. BOARD. FINI51-1 TO MATeI-! (E) NORTI-I E9 NORTI-! E9 @ ~,S~I,~~ENT ROOM RCP gu" HEDRaCK AHD A880CIATES ---- 81'RlJCTIa..L. .........R ClIORloWl 1303l477-2732 IRCII.....-r!A.L JJ. BLANK . ASSOCIATES tlO3lUO-77lllI 8" I I L__ I I I I .J L_ CORRIDOR METER AND DISCONNECT '''''-''OIJ 811:2" ! ~~ r PROPOSED NEXTEL LEASE AREA APPROX. 2S0 SF. fElC. eoARD RE. 0 -. 4/A6.1 --< 0 ~ ". --< '" '1' . Ct -. --< FANEL . ~ D 9 H --< '" Ct DI5T. FAN '1 0 '-t .. N --< . ~. --< DENO.(f:) WALL 0 ". --< '; 2'-"" 3'-/Zl Q ~'-iZlll2" 1'-1" UTILITY 51-lELF RE, A62 I-!VAC BLOWER UNITS lOCATION RE: MECI-l ~ ~. 0""""""",, " P"lannlna " Interlora T.REX Architex "l4El MADISON... Suite 2QO OenverCOlc>radO 80206-5023 l303)388-~..Iax:(303)S88-M38 Drawings ~an:I~lk:f<I.._ot......... .,......""'......n""_"....I'm'Il<Ic!_ ""~ftr""""....,....~..~<lI"_ ThICww_I""_lO_~~ ~oq:$!,ot~_~"""'ftr l1ama""''''''_~GQ'nOC'O::n_''''~ =~:.:.~ct:...~= ftr>d<tl:l:nOIO_I'rojoct<ll"for1r>le<:rTPi01l:l1<>t.... !'rcjoct1.y_~""_l~not"dOla.It """'"....__I.y~h---..an:I _~~"''''''1<ttJleCt NEXTEL.: I I .J NEXTEL CommunIc8l1ont. Inc. 4843 South \JIIlIw SIr8M .....- Denver. ColoradO 80237 I!BQ,!GI CLEAR CREEK 4251 KJPL.JNC3 STREET WHEATRIOGE" co 80033 CO-0455-A PROJECT NO. CC>0466-A ISSUE DATI! 00J!Q2000 R9"I8ION DATE n.a2OOll S1ET TITLI! EQUIPMENT ROOM PLANS SHEET NUMBER @ ~<;~I,~~~ENT ROOM PLAN OF A4.2 EXISTING GlIlEST ANTENNAS EXISTING Gll.ICST ANTENNAS (E) MEOI. PENTI-IOU5E EXISTIN:::J QJ.eST AN~ (eEYOND)~ (E) MECl-C. F'EN'Ti-lOU5E ..J..... EXIST!NGI GlIJ.EST 'EGl.lIFMENT @ ~~~!,':" ELEVATION NEW NExteL SECT~ Z ANTENNAS (E)MECl-l i"'EN11-lOlJ6E NElllN'EXTEL ~CTOFi1: ~ ANTENNAS iL-JL L-J ,--,1i,-----,LJ~nn,-----,,-----, J !~L--i. L-J ! iL-JL......J l:mW KEDfUCK AND ASSOCIATES (3031-_ STRtJenJRALo NEUJAHA 00flMAN (303)-37T~2732 IlECHA.-cAL J. J. BlANK I. ASSOClAlE8 (803) 320-7786 EL. . "4'~8. ~ TO.l'"'EN1l-lOJ$E CI &'''T1UCAL COREY ELECTR1C --- EL. . 56'-80" TO. PARAPET STAIIP ~ ~. ._- G ...,........<'>0 o 'n~..r'<:>... Fl"l...EL..5'.4- """"'-"D I.EVO'L EL.I2:".0" rlI.... GRADE V T.REX Archttex 146 MADISON + Sulte 200 oe.w.-CoIOf8dc>802Q8.5023 l:lO3l388-29l8~ 'u;(3(I3}38&&38 Drawings _~~~~,;~ol= ...F'ro+oct""vo!'ioI>lrlO'/..."..o.""-'-c<""- Tho O.n,rsl-..lbo"...,.m..dto__1"<:l"*'CI ~_oIOrsw<gsar>:l~IJ;n';"" t01Y<ltmond~n""""",",,,_U'I>(),ora'> ...._=-"'IolU'l>""*""Thoc-.tvl......~ gb""'......""""'-'\>tIl'llOo<w"'"il'oO'P'QIl<I:l. ""-..."'...._,"''''':tIe~0!1Iio Pro~,t:yoa.o__1l>>Ar<H:ocI..n>tna,talll .rd<r....~.-.-.tv~n_ord _~"'~"':te~ EL...64'.e,' ~ ToO. FENTI-1OI.eE EL . $06'-8' TO. F'A~PET EXlSTI~ Glll.E$T ANTCNNA5 =Xle.TING GU.EST AN1'ENNA5 (S=YQND) ii:" ~ o '" ~ a .. '" 'dffiQ ::ll!~ fil"Z 6~~ ~oCij~ ~.h~ <...r.Oz ~~,.;;: ~Z~~ '0'11 , I ,I '--'I~'--'~LJ "I " II ' i ,I ;L.-..-L-JL..,---: . ' III . .~. :LJL-J! I LJ'---' 1L.j L~ EXISTI~ QllE&T =GllIF'MENT @ ~~~!<2>,!=LEV A TION ~ NEXrEL.: FFL. a... !;'.4' """""" LEVEl. IlEXTEL CoavnaDIC.tIoM, Ino. 4843 Scuttl UI:Ita' 8trMt ....."'" Denver. Colorado 80231 ~ CLEAR CREEK 4251 KlPUNG STREET WHEA1RIDGE. co 80033 CO-0455-A PRO.ECT NO. co t't1&'!" ISSUE DATE 0Q292000 REVISION DAtE 10.18.2000 SHEET TITLE aEVAnON SHEET NUMBER OF A5.0 mLo HEDRICK AND ASSOCIATES ---- BTRUCTml.u. NEU.WtR """""" l303>317-2732 _CHAlllCAL. J. J. BLANK . A880CIATES (303) ~77&15 (E) MECl..1. P6'lTl-1Ci.I5E EL .. 64'~&' ~ TO. FENTl-lOJ5E ELECTRICAL. COREY B.ECTRIC (:103).e9O-1267 (e) Glle$T AN. ~ ~. .-. a ......nnlng Dln_k:>~. FFl...EL.." 6'.4" ~"'Ya EL..e'.e" ~ GRADE V T.REX Architex ~6 MADISON.. Suite 200 """"'" Co>omdo """"""""' G031 388-2819. fu:I303J388-5838 @ ~?2~~'::I ELEVATION Drawings ""'~..=..~~~=~= ...._f<r....,.,"""''''''..-~'''''''''''''a_ Thoo..w......oo_to__l'<:O.4"9 ~""""'",oI~_~......1a l'11O<m>""""",,.......,.,",,,,,",,,,,,,,_hOonoo'o ::,,~~:,:..~J':.,.~= f(r"""""""ltiOf'rn""'or"'~~""oI~ ~""Q....._tI>O'<dit<Icl...-oth""'"-'l """"..._.......l>t~n-.gilf>j -~=--"'...~ NEW NEXTEL SECTOR I A>fTENNAS (e> M!;:CI4. PENT~E (E) GlWe~T ANTENNAS EL. .. 64'-8" ~ TO. F'ENTI-IOU5E (E) CIlLET ANTENNAf> EL..-&6'.&" ~ TO. PARAPET NEXTEL.: iL a. <:: " ~ a .. ~ ""'=::'::0- ~lH~ n~ ~d~~ ~~~.. oa<;; ~...I~:Z ~~-~ ~Z~Q FFl...EL... :"-4" ~LEYEL. NEXTEL Communlcatlotl., 1M. -4843 South UIIIer 8tJeeI ..... 600 Denver, Colorado 80237 l'll2oIIlIT CLEAR CREEK 4Z1 IQPUNG STREET WHEATRlDGE. co 80033 CO-0455-A PROJECT NO. C<>04M-A ISSUE DATE 0Q2Q2000 REVISION DATE 11282000 SHEI!T nTLE ELEVA110N SHEET NUMBER OF A5.1 EX!&TINr:.S au.eeT AN'tENNA5 LJ '.' , ![J'I , L--L-J IL-J, ~i '[Ji~ i ~L-J @ y.v.~~!. ELEVATION f cl " I ~ :i!!l1l ::5~ ho a:d~i r.l~" ~~t ~~i~ ~~-;: ~Z~~ ~ -----------E ? NO REFLECTJI'l/:$ OBJECTS . L.---- 5ROUND GP5 MOUNT TO I EXTERIOR 6ROUNO SYSTEM 1~ FIFE ---...l I W~ 5~D GREEN INSULATED WIRE. WIT~ ! DOU6LE LUGS (TYF.J I I r- WEATHER FROOFED AREA -""" l/2"l-fELIAX CAeLE TRA...... 1" FIFE STRAP ./ OR1P!eERVICE L 4.,," (E) PRE-€m=<E55ED CONe. SLAB 24" MIN. ~ 3E>Q MAX WIDTH 16" MINIMUM . I NOTE, GROLll'4D ALL UNISTRUT AND CABLE LADDER AP CA6LE LADOER WIDTI-I 11 12" MIN. INSTALL GROUND KIT ON 112" COAX AT THE WAYEOOIDE FORT AND CONNECT TO EXTERIOR GROUND SYSTEM WITI-I -6 STRANDED GREEN INSULATED COPPER. WIRE @ ~~~ ANTENNA MOUNT DETAIL a"MIN.. VI' PIPE IF FlEQ'D FOR AZIHUn.l ADJUSTMENT 0FTl0NAL. DOll.NTII.. T PANEL ANTENNA "",,leAl. . ~ . ~ -'. -. ': : ......."" ~ .~ .. ' - .: - A~lLn.NClIll 1!GIlIIV,o\/.,!Nl' I!I'OX'r 6Ye'll!M TO eI! UII!C. ......;. r. . .,' .~ .' .... ~'. .......... .' . . (E) COOc. PANEL TOP AND sor. TYF. UNI6TFaJT MOUNT ....... ........ . - '-. !;" .... ..... . (E) GLAZED TILE FINISH r;y ~~.1.!;,~NA MOUNT DETAIL @ 2~~LE LAD2~~ T1~~!~ON 1_ AN ~ __1I!fITING. AciEHCY I'IIeT _-ge&1lII.IC:rM!L Y Tl!6T IN&TALLATlCN _ FClR CE) "I~ err IN .AU. &BvA1l!D CClNC.l"AN1!L6. 5AME 60L T A5 CABLE LADDER .32" OC. MAX. ANCI--lOR WI A3250 6TANDARO ~.xll2"lI-lEX /-lEAD eoL.1 UJI LOCK WASI-lER AND NUT AT EQUAL. 5PAC1~ (6'.lZl"o.c. MAx) SEISMIC BRAeIN<> eFACED AJ MIN.}.'" MAX. 3l?~ /~<~~ ~~,;;X~~~<~~..;~~<<..;~/ LlN.15TRU N.OTE, INSTALL llN1511=<UT A5 REQ.lIRE OTI4ERUlISE ATTAo-l DIRECT TO CEILING.. $PRING N S/8" T14READED RODS. (6'-lZl"o.c.. MAX) "C~ CLAMP (SAUNDERS BR011-IER& 00.15' BLOTTED 14A.NGsER CLIP (3116" I-IOT ROL.!.. I.!OLE.) EQUAL 5FACIN6: (6'-0"o..e. MAx) CA6LE LADDE SEE FLAN FOR LOCAll ;\ AP .em. NBJ.IAHR """""'" _>-3Tr-2732 8TRUeTURAL HEDRICK AND A8SOCIATES 1303)........... III!CHANlC:AL.. JJ. BLANK & A88OClA.TE8 _320-71ll6 ,~.-'- ELECTRICAL COREY ELSCTRIC __1207 ~ ~. .- .-,,-.- ..P..........,...... .. 'n......'or. @ 2~~LE LAD2~~ A~~2nON 1Nc:nE. AN;::;: _lCI!NT TE6TING AGeCY I'IIeT NClN-CIlIl'lfllJCTM!l. Y Tl!6T IN6TALLATIC:IOI _FCllOt /I!J "N~.~!W1' Jtt ALL BLEYA1!!D CONe. PANEL&. WALL ~CTION!?r. Fl~ "UNr5TRUT" M1N.. e" TEK (2) PeR STRUT TO eEJ WALL STUDe. 'TRAP 1=LQOIO!: CDNNECrf0N6 (IF REQD) Pl0e>0 ''UN15TRUT'' A6 REQD WI ~"XI~" EXP. ANCI-lOR5. PAINT TO MATCi-l FINfSl-l WALL e" CLAMP $UPFOR1" AND BRACKET C' CLAMP ALI6NMENT SLeE;ve ..,,--- GROUNO 5~F ~~5TRAP PLAN AT l"'T"P1CAL FaIN PLAN AT "1" JUNCTION @ 2~.BLE LADDER DETAILS , UN)51la1TATTACH~ 0 TO PAVER o ~:~:O:'=1N<>~ ROOFIN::$ m MATER!AL UNDER PAveR PER CONTAACTOR (AS REQ'D) -z ~ ~ u , ELEVATION CCtolNeCTION. TO WALLt'FLOOR ---~_/ I:: .,) , =+ -/-"- ------'<...----r- /== =="'== ::::t ; <0 !d 0> ; +- =,= =/= ~ :c: - =::0=: = :::t ==::---== := ----t- --=+: += COAX CABLES ICE 6R1OCsE A60VE COAX CA8L.E5- OPTIONAL PLAN ViEW @ 2~~LE TRAY DETAILS T.REX Architex 146 MADISON + Sutle 200 ~""""""""""'""'" {3O:l13l8-291B+1u:(303I33&683Il ~\\ ~) Dra't-Angs ~"",~..~oI.......,. ""'''''''''''~W>_'''...Ntt1l'''''_ ""~!I:r_lt'vly.....--~____",_ Tre.:__""pomine<llc_oa>o.s._ '~~"'~ar.:l~"""'<< ~ord-......h=-_IN(Iy,ron ......_~oIlN~Tho~iI<>:l""""" ,*"1D'O_""...~t,,.....0N<<"'''''''''_ "'O<tfO:r.>"~_",""",.=-,,o:.. """""",.'''-_IN~''rcIhaolaul ~"",_...,..,l......,...ronth~_ _-="'''''''-'''''to.... "'...."ICI. NEXrEL: -= - - .. 4&43 ScultI UII:IW atr.t .....eoo Den\Jer, Cokndo 80237 EIlll>IElIT CLEAR CREEK 4261 KIPLING STREET WHEATRJDGE. co 8CI033 CO-0455-A PROJECT NO. CC>446O-A ISSUE DATE 08.16.2<lOO REVISION DATE 11.32000 SHEI!T TtTU! DETAILS SHEET NUMBER OF A6.0 4'-0" 1-112" ('~Nn'T'I=S t MO...N.T TEl.CO aoARD. FACE 51DE OUT, U/I (8) ~ 4" ~ FLAT IoIEAD UIOOD 5CREW& IN TI-IE 1.OCATICNS INDICATED aT' VA2.3. F'ROVIDE Bl..OCKING: Ae. ~QlJlfO!EP. AFPL. T' WOOD FI1.l..ER TO EAOol ea.:eu LOCATlCN ",.,$AND. '" I-In" 16>" 2. FIN15l-I TEl.CO eoARO UllTIol A eKlM COAT OF "CP'lYWAU.. M.lO", &AND !MOOTl-l. AND PAINT WtTl.1 (I) COAT ~IN unLL.lAM& ~ LATEX WALL PI'<:!HER AND (2) COATS $-iEl'iiWlN Wl.L.1.IAMS ~AR 2lZ10 lATEX SEMI-Gl.066 WAL1. PAINT. COLOR IS $W~. AF'F'L T' AL1. FlNlSl-ES IN ACCORDANCE WlTl-l MRU=~ INS~Tra-e. ;. HAINTAIN CLEAR 3' eoRDER AT EDGE OF TELCO BOAl'i'D. 00 ~ t'1Ol.NT EG:lJIPHENT WITIo.lIN ~. a= EDGE OF TE1.CO BOARD. ~ ~ ~ " KEY NOTES i> ~. EGlLlIPMENT eoIQDeFt DO!::IQI I"'IOl.NT EQU!f"MENT Wln'UN Tl-ite. BORDER.. MAINTAIN~" CLEAR FRCM EGUIF'!"lENT TO ED6E OF- TEl.CO eoARD. % 6TANDARO 1~"Ubl:h~'1-l ~ INT'EJQf=ACE u.i1T (NJ.u.J ~ STANDARD ,""U.bc4"1-l NEXTEl. 5ECURlTY" LABa. P06IT1c::::t.l1.AeEL. CENTERED oYER/'EWF'I-laE.~, 21A1.t ~ STANDARD -4"Wx8'1-l CORtELCO T'EL.ER-lONE $T. ~ STANDARD 4"Ub<:4"1ol QIJAORlPl.EX OUTLET. ~ STANDARD 2"I1I1<10"I-I"tEI'lM1NAI.. 6L.OCK. ~ STANDARD 4"Ub:4-1-1 J\.NCTICN sox. ~ STANDARD 2'Uk-4"j.j DATTON I-lIG\.l TEMPE~TtlRE ALAf"M n.IEl'OMOSTAT. ~ STANDARD 2"Wx4"1-l PATTON 1.o.LI TEI"1F'ER.ATlJRE ALAR'1 ~TAT. ~ STANOAIOD FIR6T AIO KIT. '" <P ~ + ~ "'''' "'''' JQ ~ ~ I . ~ - " . A.C:; ext.APA I'IJ1l1!: RA'II!D .... EXT1<JIllOItPL'TUli:)C:O.~. 1 " 1 '"' FtNle+lED FLOOR L.1Ne @ !~~CO BOARD DETAIL -r x - AS REQD. f{SIMP5ON F14A " TIE $TRAP AT e;ACI-I CORNER I'MI I All IN01eo AN ~ _1CIlUI" 1I!&1'IIO.-cr ttIllT NCIN-DI!&TIOUCTM!L. Y 1I!&T l>!6TALLATICII>IAMA _ CI!!) IIEJNFQIlICEI EHI' N ALl. ELl!VA'II!I:> CONe:. PAN151.6. CJ CONDENSERS (3- TON) 8 III ';!J ~ L 6"x4"xll2"x"'-6" 4 - TYPICAL. SEE DETAIL eELOW. l- CJ ~ " '" ~ ~ ~~;; -wo ~5i ~~L a..00)1%I < ~h ~8~> -< c;CO ~~~~ I-~~~ L 6"x4"xll2"xlZl'-i&" SOL TED TO INSIDE OF CURB. 3~" LAG .t WASHER __AS REG'D. NOTE, ALL CU~ AND FLASHING: DETAILS TO eE PER MANUFACTURER'S RECOMMENDATIONS, AND ey MANUFACTURER CERTiFIED ROOFER (TYP) 3/4" COX PL "'(WOOD. CONOENSERS(3-TQN)RE: MECI-I SI-IEET METAL CURB CAP. (')) 2xl2 - '2 I-IEM-FIR (ITF'. EACH SIDE). NEW FLA~ING: ~ (CONT. AROUND CURe). CONDENSER LlNES (eJ F"RE,-STRESSED coNe. DECK @ ~~~~ENSOR DETAIL 3/8" TI-lREADED ROD TYP. c:ROUND BOND ITF'. RE: ELECTRICAL @ ~~L YPHASER MOUNT i! L 6X4XI12Xh WI f 1 112"""" LAC. INTO I 2X!2 1-l00D CURS TYP.(4) .... 4\" ~t t siMPSON F~A-12 TIE STRAP iii EA. =RNER seE CONDENSER CU~ DETAIL TI-I15 OUl:>. REMOve DECKlNa: AS 5l-lOUN FOR COAX ROUTING: PLAN 31l'" ~ \'-"" 1_ AN ~ 11!ll"RG A<Il!NC'I" I1lIlT . NCIN-DU1'IIlUCTM!l.Y"1E6T NlTALLATIClN'-"_1E) ~ 111>11' ... ALl. ELl!YA1l!P cc:lNC. I"AN!L6. COUN.TERFLA5I-l AS REQ'D, TO PROViDE WEATI-IERTIGlI-I A55EMBL .,.. leE) FRE- STRE55ED . CONe. DECK EXJST'Q. ROOF AS5EM6LY !l LJ MTS ROOFTOP ENTRY I--IOOD (MT- 3e;,5) 4: MF-1l18 ENTRY FORT WI COAX 600Ts AS REQ'D. ACCESS PLATE 2) 2X12 -2 I-IEMFIR, TYP. EA. 51DE 3X3 CANT STRIP OR CRICKET AS REG' liI ~ o! ---' ".. Q) 2~~rD"HOOD SECTION IN01eo ALL IIlQClI'l TO I!lE CCINI! BY I ""1IlQClI'l~0Ilt_ 1lII!Al..TT" _ c:omucTQIIIt. gn" NE1J.WlR """""" (303).377-2732 STRUCTURAL HEDRICK AND ABSOCIAre9 1303)-""""'" _CHA..-cAL J.J. BLANK I. AS8OCtATC8 l303l 320-mo ~ ~. .-....... GP_......,....., '" I...~_'...... T.REX Architex 146 MADISON + Sutte 200 """"" Co<aado """"'""'" (303)3U-2918..r...l30313M-6838 Drawings ...=:....~~~':..~""of.= N""*.:I"'_""'V...."""""~"'''''" Thoo-,......",,_,,__ncld-g ,-"_oI~aro:lSp,c8:3""",,, rI<>rnotknaro~h~_1l>oo...n ....aro:l=-"lo!1hB~ ThIlo.-,.,......:lSpa- dho_sIeI""be.....,""....O""''''.,..,.~ lor-..",""_'''''''''II"$''''''''"''''''''... Pro)octt>toll..-."'""""".........oI1IlIcl~roIn...- <.roII!...;.q_~by~h>dl'g.... _~te"""""""....t<>""k<hI"" NEXrEL: _v - ... 4&43 Sauth \JIsby street .....- Denver, CoIorlldo 80231 fM.!E.CI CLEAR CREEK 4261 KlPUNG STREET WHEAlRIDGE, co 80033 CO-0455-A PRO.ECT NO. C<l-0406-A ISSUE DATE 08.102000 REVlStOlI DATE 1\3.2000 SHEET TITLE DETAILS SHEET NUMBER OF A6.1 - - I '" \I8'.PRll.L. I .,./-TTP. I .. - r: ~ .1. ~ l "-2" 1'-5" 1'-2" 3 " l - '-.----"" EP""'-E 2 @ r~~_y.IEW 1 t 2'-€l" t- t MTLST\JOe... 1&" o.c. ~TTP_ le;."O.C. 0: ~ '" '" <.> g ~ I I I ~ "-2.~fue. .TTP. 3/4" PAFrrlCLE eoA~ WOFlK TOP WI ~ f'l...A,&TlC L.AMINATe AND GRAY v1NTL "r" EJ:;lG1N::i .TTP. DRAW~ ARCI"UvE .TTP. I j , I / ~ .. ""::"::(1.) ~~~ @TOP VIEW ~~~ 1>h1 '4".1'-"'" ~~~5 (;j~" ;U~ ~~~~ dlJ~~ r<rFNFRAL NOTE$, eTEEL WORK TOP 5l-lA\..L 65: FAeRlCATED OF 24 GA 5I-lEET STEEL -TYP. l.IJClRK. TOP $4ALL BE PRIMED AND FAINTED lU-IlTE -TYP. ~ NEXTEL PROJECT MANA6ER TO PROviDE GENERAL. CONTRACTOR W/l..ATE5T FIN1Sl-l SPECS. AND ~~T SCI-IEDULE5 FRlOR T I ~ ;; ~ ;; ~ ~ ~ ;; ~ I'-rb 1/8" ~ ~ ~ ~ ;; ~ ~ 1'-3" / ~ ~ 7 --- p"""",, ~ .m>. I / n 2o:l:/32" 1 ~ , I 11&' :; b 1/8" C ~ """"'"'" @ ~!~~",YIEW f 2'.(2)" NEW 36' ((U) x24" (1-1) DR'r- T'Tl"'!:: UJ.llTE BOAR:> -TYP. 't 1/ '": .. t 1'-:;" Q ~!~~~JY SHELF .f t 9 '" ;/4" PARtlCl..E eoA~ llJOF;!<TOPWI~ FLAaTIC l.AMlNATE AND GRAY VINYl. "t.. EOGrNGo-Tl1'". NEW F'RIEFABRlCATED &TEEL.WOl'l'KTOPl.NIT- PAfNTll.I-llTE ~INGIARCI-IIVS .TTP. 9 " l:lO.o NEU..WiR GOIlMAH -=-Z732 S1'RlJCnJAAL HEDRICK. AND A.S:8OCIAlES (303)-,..,..... ....,..,..........L J.l BLANK & A8S0CtATE8 _.....77l55 I!I.ECTRlCAL COfleY ELECmlC --- L ~ dttlllIII- """""""'" ~ : ~-~r7:~: T.REX Archttex '\46 MAOlSON .. S\lfte 200 Del'N.-ColofaGo80208-SC123 C30>>388-2V18.lax:(3O:lJ~ Drawings t:r-...'""~o:N""'~"'''''''''' ........,-""""...~"'...""""""~ ""'''''''''"',,,.....,,,hy__..''''"''''''''',,.r<><. Tha~".".""~to_"""""'ra..ct-q ~"""""''''~at>O~''''''''' l"M:ITr1!lo:n""'-.....,n<X>TiICo:n_....o...n .....""'~"'NP>OjOd.Iho~""Soo- ab."""_""""__",.NO"""'o_~ ''''~'''".._l'''......''''''''''''''''...... _<7fo....'~IIlo~..R>t,n""'"'" """'....~~_I7y_n-.._ _~\V=-l<n"'...""""""- NEXrEL: _a - .... -4843 South l.IIst8r StnIet ..... 600 Denver, Colorado 80231 J!Illl,l&I CLEAR CREEK 4261 KlPLING STREET WHEATRIDGE, co 80033 CO-0455-A PROJECT NO. """"'"""" ISSUE DATE oa162OOO REVISION DATE 1O.182OlIO SItUT TITLE DETAILS SHEEr NUMBER 01' A6.2 (~) CONCRET~ WALL F'-1~ UN1STRUT RE: PLAN (12) 1/2'" COAX CAElLE5 IN 4'" DIA. EMT _______________ ~ """';),p... ((.~.. .. @ PLAN (1-IORIZONTALeEcrIO!'l) CETAlL - 5/.46.3 I~ ..oN Si' ..:IlCENT 11!6TH& A<lIl!NC:T" I1l6T _.~ Y11!6T INIlTALLA_ AI1II!A _ tEJ ~ .:d E.(t' IN .ALL ELEVATED COle. PANEL&. ~ ~ ~ ~ ~ 5 N O! ~iD~ ::51 ~~~" a..Oa)lQ ~h~ h~~ ~Z~~ (1;::) CON.CRET~ WALL tl2" COAX CABLES IN 4" DIA. EMT P-10~ UNI&TRUT RE; PLAN SLEEvE UJ/SCl-lD. 4€1 4".v STL FIFE AS REQ'D. (1J . 4 1/2" 0.0. CORES " FIRE CAULK AS REQ'D. TOP l BOTTOM ". F5DF5 F "" '" . . , ., : ~ .. , .'" , , @ ~~<?~~ CORE TYP. SECTION '"'" "'" , " "9" : ,'" : 8: i "i -----'----i ..:.--- @ ~?.9-~. DETAIL I-lEAD5ECT~ H s STRIKE REINF. <If': . ()IL~ ~LU> :tn t~;;;;;:J s @ ~?9~. DETAIL -;,~~!.. , " -:t:~~ ~..~ :r~> ~INGE RElt' ~-------~-----~- : DOOR :..._---~-----~----~- s @ ~?9-~ DETAIL - "~~c~"'" ----,----.t---- I I i I I ' I MTL.5ADDLE\ : 5EALANT~ \ ,~ It () g ~BUMPER STRIP t(i . .." ! VJF. @ ~<?~,tt DETAIL - ~l'e.~'GN " '" <P <t => <l w --' <I (l w ~ '" Q 3'-4" 3'-0" ~ ....16 _no TO f'IlIlOV\OE DOC:1Ilt lII"IIc:I'IC.4TICN CMIN. .. M1NI'IE _.__ Q 9~~~ DETAIL J:OOW NEU.WiR <JOfUWI l303H77-2732 I ~ .j, 1; t .1:: ~ t STRUCTURALa HEDRICK AND A88()aATES (303l-79&_8<45 IlECHAJllCAL. J.J. BLANK & A88OClATE8 (303) ~7755 El...I!:CTRlCAL. COREY El.EClR1C (303)-890-1261 T.REX Archttex 'I4a MADISON.. SUite 200 DenverCOJoraClO 80206-5023 (303l 388-29'16 + 10:lC: (3031 3!l8058$8 g '" DraVvings ~_"",,*,,""""l"I>"""""""'_ """",,,,,,,,_tt>o_,01 ""h<Nl<<:t_ ".,._ra-v.tt:tl""Y.....~,..,'.:....,...a'""t. _O_""'-'\>O""""",""'_~1>:t..CI'1J """"""",_<A~ar>:3~P<;< ~"""~"o:aY'IO<1b1_"''''''''''' ~~~:.:,~~~= 'a-.."'''''_a<a....~al.,... P<o~tl>f.",.....__tt>o--'I5"""_ """"jj1s~_.,.-""""~or<l __..~"""a1t>l_t. 'f '" NEXJEL: .xra. { -. 4843 South UIlIt8r StreeI: .....600 Denver. COIcndo 80237 I'BMl1I CLEAR CREEK -4261 KlPUNG STREET WHEATRlDGE. CO 80033 CO-0455-A PRO.ECT NO. Cl>0466-A ELEVATICN ISSUE DATE oa"""'" RE'V18IOII. DATE 1132000 SHEET T11U! DETAILS SHEET NUMBER OF A6.3 GENERAL NOTES 5C.OPEOFIi?RK; PROYlDE5ERVlC,E TOlEKTEL SHELTER;NEXiEL5H3..TFRI5PROV1DED6Y 01HER5;INTERNALI'IIRlN5IN5/e.TERI:.5HOl'tl FOR REFERfTt:.EO!>ILY. .n nECOKIRA(,TOR5HALLII6TAlLnE ELEGTRI(.N.5l'5T&tPER1lIElI.EL.ANVALL LOCAL. FIRE: DEPARTMENT ANV SPEc.IAl LOCAl ""', ... OElTAIN AU.. NEGE55ARY LOCAl AND STATE PERHITS IN ADDIT~ TO HAV'lN6 ALL ~ INSPECTED BY N'PROfRIA TE Almt:>RITrES. n. n-ecotl1'RAGTOR5HAL1.COOI<DINATE~E El.fG.ll<JGALDRAliIHi56l'l1lllALLOTtlER PRO..EG T DRAHlli5S AND TRI\DE5 PRIOR TO ANfI<OJ6H IN. ... ALLMATERIAL5ANDEGIJI~5HAl.LeE INSTALLED IN AGGORDNa I'IIrn ~ATI0N5Of rrt:w.wFAGTIRER ~ M'PRINED BY TI-E AROlITEGT AND/OR ENGINEER. ANV TO GONFORH 1'lITI1 TIlE GONl1<ACf00Cl.lMEHT5. nEll6TAllATlON SlJALL6E~IPLl5HEDBYI"IORJOo1EN SKILLEVINrnI5T1'PEOF~ ... ALLMAlWALSlI5ED5HALLBENEi'lANV 5HALLBEULlAeELED .0. REVlEYlANOGOKPLYl'lIlHALL OFrnE 6EI8W. GONDIHOt6 OF "!HE c;oN1l<AGT DOQJMENTS AND SPEe.IFI~T1016 IF 50 APPUGABl.E. """"" I)GONOUITTT'PE55HALLBEf'ERN.E.c.. 2)l"1IN1MJo15'ZEI5V2'~OTtiERi'ilSE NOTEDOIlTIfEDRAi'lIli5SANV5HALLBE Il6TALLEVINA~M.I'o.NIoER. 3) rF ALLOYED BY TI-E Ol'flEROR ENGlllEER, UlNDUITMAYBCALLOrl'DTOBEIN5TAl..LEP INANEXP05EI:l~INc;.ERTAlN LOCATION5. lF~.ITSl-W.LBERaITED PARAlLEL TO OR ATRl6/fT AlO5L.I3 TOnE LINES OF THE 6UILDIN6. RI6HTAN5LE1lCNDS SHALL BE MArIE l'IIrn STANDARD B..BOt'6. i'ta<EEXf'OSEDANDElEl...OI1t>FEET AflOI,I!: THE FLOOR AND ~T TO F'H'1"5ICAL DAMl'6EITSHALLBE6.RS.GONOlIIT. 4JAlLEl'1Tr.oNOJIT5HALLBEUSEOI'IITHSET SGREYl FITTlNG5 AND A1.L c.DWEGTO!<S5HALL BEOFlllE tNStlATEDTliROATT1'PE.FOR EX'TB<.IOl<APPLIGA110N5,Al\. FITTlN655HAl.L Bf~IONTYPE. 5JALLPVC.WIDlIIT5HAL1.BE~E<IO ;me. 6JALLGONDOlTlllATPA55E5n!R01JiS>HA RATED FI~L OR FLOCIRSHALL l.ISE ~F~T0P5EVENIFNOTSHC.lW< 0><__ l.lAllGONI;\JITSLEFTEMPn'FClRFIJ11.RE IJSESHALLKAVEAGONDIJITME/IS(.IRIN5TAPE OF2OOITEN5ILESTREN6THClREGlJALFU.lED INTO THE GOIWlT AND TIED OFF AT EAGH END. e,)LABELAll~ITSATALL..ut::.TION OOXES, PANELS, ETC., AND ALL ..IJ!<::.TION AND OIITlET ooXCS SfWL BE PAINTED I'flI1EENAMELBOnlONnlEl~IDE AND OIITSlDE OF EAGH OOX. ~)PROVlDE~PERli.E.G. 10) nlERE SHALLBEliOPlfC.C,ONDlIITIIl5IDE OF THE ElJILDIN5. IFlINDER6ROJIID,ITst!ALL BE C.HAN5ED T05TEEL c.oNI7JlTPRIOR TO ENTERlN5T1-EBUILDIN5. II} PROVIDE ALL FLEX c.oNIiEC,TI0f>6 TO ALL EGUIPI'ENT AND TRANSFORMERS. SEAL TITE SHAl.L BE lISEO FOR ALL c.oNNEc.TIOI6 TO M:lTORS,EXTERIClREGUIPI'ENT ANDKITalEN EGUIPItiIT. 1:2)~C,ON[)UITPEtETRATE5I'\o'US, a:ILlNGS ANDIOR FLOORS. T1-ECOliTR/l.C.TClR 5HALLPATOlARQI..NDCONDUITASTO PROIIIDE A TI(;KT SEAL AND TIlE SlWAa: ~U BE LEFT IN A c.oNDIT10N A5 TO MATGH THE EX:ISTIN5. 13)GOIflR.N:.TORI'lILLNOT6EALLOI'EDTO lJSE'AG',"MC.',"""T!'PEi'lIRIN55,-s'IDiS l'IIlHOOTTHEl-f.!ITTENPERMIS51ONOFTlfE """'- ~ I)ALll'llRESl!ALLBE(.()PPERlHE5S OTHEI<YIlSENOTEDONTlfEDRAHlNGS. :2) FEED6<S ~4 AND l.AR6ER5HALL BE.xJ-WI 0><_ 3) T1'6 ALL FEEDER. AND IlRANGH G1RClJIT GONDl.IGTORSINALl~.J.N::.TION OOXES,PANfL5,ETG. TO INDIc;ATE IT5GIRGUIT AND PANEL N.H3ER FROM I'flIUlIT IS FED. ""'" I) ALL BOXE5 5HALL BE PER NEG. AND SIZED PERc'oDE6A5EtlONTI-EIUlBEROFI'lIRS ENTERlN5ClRLE/l.YlN5EAGHOOX. :2) IDENTIFY ALl CUTlfl,.IJNC,TION AND FU.L OOXESN:.GORDINGTOTI-E5,-sT&tCARRlED 6'fHEAASOFPAlNTEDON5~IL5OR LA8EL5,IiITHLE6IBLELETIERSAND GONTRA5TING GOlORS AND IiIlHOOT A8E'REV1ATIONS. 3) ALL BOXES SHALL Il<' A MlNltoWI OF 1-l/:2' DEEP 6Y 4" X 4" 5GIIJARE OR OGTAOONAL ffiEN lISEOIiITHFIXT\JRf5iA'1lf55Al.AR6ER5IZE 15 REGltIIREV BY THE DEVIc.E ClR IUIBER Of YlIRESl3EINSoIIl5TALLEDORPERc.oDE. All BOXES SHALL Il<' PRE55EV STEEL GALVANIZED Tl'PEUfl.N.OfiTHEORAl'IINGS.60XESFOR. MASQNARY-BLa::.K OR TILE l'IALL5 9lALL l3E 5GIIJARE GORNEREP TYPE. '-""-" I) FIJR)IlSH T1'PEi'RITIEN DIRECTORY BOARDS TO IDENTIFY EAGH GIRaJlT. NOTE SPARE GIRCUITS ON DIRECTOR'( GARD5 IN PENGIL. :2} GLEANOIIT ALL DIRT AND DfilRlS IN All B.EGlRlCALEGlIIPMENT,PANfL5AND Sl'IITOl6EAR. 9!GOliIRAGTORTOINSTALLAllEGlJlf'loENT 5OITI55TRl.1c.l1!RALLY~ANDD0E5liOT AFFEC.T THE 5TRl.1c.Tl.IRE ONI'flIc:.H IT IS """"". - I) PROVIDE ALL 6ROl.tID5ASREGl.llRED6'f TIlEN.E.G. :2)All~5HALLBEGOPPER.. 3) ALL 6RaWING EJ..EG.lRODE5 SHALL BE BOWED T06ETHER PER lEe.;z;;o-<l1 jb} AND WO~ 01 MAINELEGT1<JC.AL ""'" LOWER LEVEL ELECTRICAL SITE PLAN N ~ AlAAM~'" HIGH TEl'f'EAAllRE AlARJ"t FOR THE HIGH nERM05TAT TEMPEAATl.IREALARMc.oNTAC.TSARE....RID~LY GLOSED. ATEl'f'ERAT1REINC.REASE(Rl5EJTO~DE6REE Fl-lIUQPENTHEGONTAGTS. LOYI TEMPEAA~ ALARI"1 FOR THE LOYI TI€RM05TAT TEMPEAATl.RE ALARM C.Q'rlTAC.TSARE IiIRID NORMALLY GLOSED. ATEM'EAATl.IREDEGREASElFALUTOSO DE6REE5Fl'IILLQPENnlEC.Q'rlTAC.TS. DOOR AlARl1 T1-E CONTAGTS FOR THE MA6NETIG DOOR AlARM ARE i'lIRED tIORHALL Y c..LOSED. Ii1EN DOOR IS GL05ED, GONT.o.GTS I'IILL GL05E. I'flEN DOOR 15 Of'E!til,GONTAC.TSl'lILLOPEN.. 5(.AlE,1/l6"-I'-o' [9:<< ~R ,<< 110 l-l tNlc. ~''''''" SMOKEDf1EC.TORGONTJ\C.T5FORIIDiOTESMOKE [9 DETEGTOR SfWL BE "IRED NORHALLY Gl.OSfD. c.ENlRAL c.oNTROLLER SW\.LL INVIc;ATE AlARM WON AGTlVATION Of m: EGlIIPMENT ROOM SMOKE DETEGTOR we. oPEN GONTAGTOR SHALL INITIATE AlARM. SlRGE AARESTOR AlARl1 A SET OF NORMAlLYGLOSED GONTAGT5....U oPEN [;\oR1It; ALA.Rl'IfD GOMDITION, INVIc;ATINGAFAIUREOFSlRGEARRfSTOR. SPAAfS1lE5EAlARl1P05ITIONSARENOTtJ5EO,AWD ARE PRESERVED FClR SPARE5. nl3E ARE DETt3;:MlNED 6'fTHEClhTQtoERAWDT1t::oPT1016I'flIc:.HARE REGlJlREP. ALL Al.ARM5 5HOlA..D BY I'llRED NORMALLY GLOSED.AFAlIJJRE5l-lALLoPENTHEGONfAGTS, 11lD1c;ATIN5AN~c.oNDIT1ON. (1)<< CD << CIJNlc. 16= ow .., ow '"' ow .., "" .., TO GONTROLLERGABIN:T "'''' 9.F1'IGIENTLEAD5TO~ FLOOR GONNEc.TlON6Y """" L ALL ALARM l-lIRI1i5o SltALL BE"Z1Nt5.5OLIDVlIRE (RfD1BLAGK}I~TEV, ~-5IlraDEDGA8LE. 2. NORMAlLYGLOSED(NIC.) I'lILL oPEN ON ALARMED ~~"" "" .., "" .., ""'" I. ALL ALARH l-lIRIIt; 5HALL BE 122 Nt5. 50LID l'tIRE (RED/8LAC.K} II6I.LA -rEP, NON-5HlaDEV GA8LE. 2. tIORHALL Y CLOSED (NIG) l'IILL oPEN ON ALARMEV GONIJITION. 3. c.oN11'!AGTClR SHALL PROVIDE GONTROL I'IIRlN5 A5 lti:DED. GOORDIAATE I'IITH IEXlEL SCALE,NONE POWER FAILURE ALARM RELAY SCHEDULE MAIN Sl'IITOl5EAR ~ EXISTIN5 tmLITY ~ DETAIL NOTES <9 =~~S~";tL=~NW::~~'k~.S~~~~looNW SliEETB.o <1> <1> <9 <$> ROJTE (:2) :2" CONDUITS AND GONDOC.TORS FROM HAlN 6EAR TO llEYI DISTRIBUTION PMEl. "Df". FIELD VERIFY ROJTING fN MY:NE c.EILlNG SPAGE. PROVIDE AND INSTALL 1e'1400 AMP,2Tl/400VOLT, =>>, 41'l1RE 9.RFAa: MOlJNT PMEl.ONi'V\LLOfB.EGlRIc.ALGL05ET.FIELDVERlFYLOGATIOlI. NEI'I EMOlI METER MOI..tlW NEXT TO ATIT EMOlI. EMOlI "400100, 34'. flaD VERIFY LOGATION IiITIllEXTE- AND lllJlLDING 0I'tlER PRJClR TO I16TALLATION. ROJTEI-lI:2"POl'f'RGONUJITt.PTlRO.lSHSTAGKEDB.EGTRlc.ALGLOSET5TO FIFTH FLOOR X-RAY FLOORS ?ROIOR TO ~LL. CIVIL: HEDRICK AND ASSOCIATES (303) 798-9445 STRUCTURAL: NEWAHR GORMAN (303) 377-2732 MECHANICAL: J J BLANK & ASSOCIATES (303) 3~1755 ELECTRICAL: COREY ENGINEERING (303) 696-1257 G,E.E.~:24 COREY Electrical Engineering Inc. 14202 East Evans Avenue Aurora, ColOrado 80014 (303) 696-1257 ~ ~a o Architecture o PlannIng " Int......'o.... T.REX Architex 146 MADISON + SUlta 200 Denver Colorado 80208-5023 (303)388-29'Ill+18lC{303)3ll8-5839 Drawings "",~'::~="J~::~ II'e ProjI>:t It>' wi"ich It-..y "'" rrado os eIOOO.IttId <>' r(I~ 1ho~nlbBPEJTT'i!ladIo"'wn"""""'rd..<:\rY;I ~~..:...~~,== ~r:..~:~~J:..~= !CKad:iIO"ISloll>sFrt>jocl<>,lt>'tro~ct\l'is Frt>:ectlJyOllull~lreM:hloclisn:nnr;lolaUt u'derllis~"""""w...,.....,..wn\\<1li'>;l>ni WIl1owWte~ti:nI01TeM:litloct NEXT;;==ii . = -- -- II --- -- NEXTEL Communications, Inc. 4643 South Ulster Street Suite 500 Denver. Colorado 80237 PROJECT CLEAR CREEK 4251 KIPLING STREET WHEAT RIDGE, CO 80033 CQ-0455-A PROJECT NO" Cll-0455-A ISSUE DATE 1130.2000 (FINAL CO'S) REVISION DATE SHEET TITLE ELECTRICAL SITE PLAN SHEET NUMBER OF EtO """""'" ,- I'LWD-llTEGQNl;lJIT lEN6THTOREAGHFINl5fED FLOORliITIl36'OFEXTRA GONDOC.TORlEN6TR LASELALLCONHEGT0R5 FOR FINAL CONIEGT1ON ~~ ~H"IRGUITliILL R!:GUIREASEPARATE """'" LI6l.IIO-TITE_Il'lILLGONTAJNC;IRaIlTSI'OR RECTIFIERS 11,'2 AND 113 LlG.VID-TITE'2li1LLc.oNTAINGIRWITSFOR ~TIFIER5"4ANDI5 .lklC.TION 00' " ., RECTIFIER CIRCUITING 5GALE,l>VNE <3> DETAIL NOTES - POWER PLAN <2> 12"x12')(6' ...I.tIGl1ON BOX BEHIND PRIMARY FO!'€R SA'!' FOR GONNECTlON OF REC.TI1'IERS. PROVIDE (2) I" LlGlIIOll'*fT FlEXiBLE CONDUITS FROM ~TION BOX FOR PRIMARY f'OI'I:R C.IRalITS. (J) c.oNDIJlT TO CONTAIN fflJ 2 POLE GlR.GUITS, !J\-2Ab,8JOJ2 AND (I) c.oNDUIT TO GOI{fAlN r3J 2POLEC1RCUlT50 LA-14)bJ!l.20.22.24. PIWVlDE<IO" ENOOFOR EAO! END OF CONDUIT. LENGnt Of UlNVUIT TO REACH FINISHED FLOOR IiITH 36' OF EXTRA ~T0R5. LASEL ALL GIR.C.UIT GONDOC.T0R5 FOR FINAL c.otH:GTION BY M:XTEL. o <&> <3> <&> PRlHARY C.IRGlIITS (> 112 I " '12 5ND. IN I' CONDI.IIT TO C.1R.GUIT5 LA-2,4,b.6JO)2. SEc.ONOART' GlR.GUITS (> 112 . 3112 6ND. IN I' c.oNVJlT TO GIRWITS LA-14J6J6.20.22.24, 120 VOlT SMOKE DETECTOR. 6EN'reX MODEL "111000<1. COOFIDlAATE LOCATION IN FIELD liITHNEXTEL FIELDMANA6ER. PROVIDE 40' EXIDl5ION c.oRV WITH GABLE REEL MOlMED ON OW<ER F'RDVIDED GABLE TRAY. GABlE REEL 5lALL BE APPLETON RE-l<;I'16 I'lITIt DlREX REC.EPTAGLE AND RE-PSB-I BAlL STeP. <&> <0 <&> <3> TI't:I PIECE MA6lE1lC. DOOR ALARM. ADEMW J4b-2. Rl.tl SI6NAL YlrRE TO c.A6l.E R.loGK NXNE CONTRDlLER. LEAVE SLf'Ftc.IENT LfN6TIl TO REACH FLOOR FROM" GABLE RAU:. 1E.B"ti:lNE ~INAL 6ACK6OARO 4'><4~4' PLYHOOD. 5KIKc.oAT ANVPAINT TO MATc.HI'W.L RE"ERTOARt:.HITEC.nRAL~NGS. Pi?O\IIDE4-P1.EXA5~ 20',,4'><1/4' c.ofl'ER WS BAR MI:::\.II'{W 6E1..OI'j l1iE c.A5LE ENTR"f PORT. 5Ea.RE TO mAY U51~ 2' '6LASTIc.' IlaLATORS. RIM 14 IN5UATED c.ol'FER TO 6RC.llW RIIlGo. NOTtISEV. <&> N sc.AI.E,VlI'.I'-o' FIFTH LEVEL SITE POWER PLAN ~ DETAIL NOTES - SITE POWER PLAN 0- 1-112' POI'ER c.otIDIJlT W FROM LOl't:R LEVEL. \/ERlFY RetI11N6. <9 ~~~T~~T~~NT~:O~~~T VIBRATION lSOLATlONAT f"\OIJH.TlNG. o f"\OIJH.T PAHEl..5 'lA' N<D 'L5B' ALON6INrER1OR KllLL OF NEX1li SPAC.E. VERIFY LOc.ATlQNAL0N6KIILL. <3> SM'l2'UlI'IDUITAT1B.c.OOOARDINTELEPOOIlEROOM. FIElDVERlFYAc.TUAl. LOCATION. 6l5H CONDlIIT END AT TEL.EPt1ONE BOARD. o ~~ON~~C;:U~~~~:;~~~L ee2'EMF'l"YEMTc.oNDU1THlTHMEAaiREDli1'LONFI.li5"fR1N6. 0- =-Xi:~~LOc.AT~INtEXTB...SPAGE. BU5Hc.oNOOT o ~ ''''"' '" <&> '" 0- (2Jbc.o.l.tl6ND}:lI4'c. '" ."'"""""~"<f p 'Y ~----- LA-<!)I~----- LA-I:l,r.; ,bOl2li1TH ,bOl2li1TH :bOAFRN-R, :60AFRN-R: J<3> I I , , Loc.ATEDONR.CXlF- W-I , c;u.2, 5M:lKE 1..._.._J \ LOc.A~ONili L58-T OElCG-TOR ~OERf(.EPTAC.l..E ATUNlTLOCATlON. liIRETODlsc.oNNEc.T "'''''"'' FIFTH LEVEL POWER PLAN N(~ 5c.ALE,I/4'-I'-o' "" "". FIFTH LEVEL LIGHTING PLAN sc.ALE,V4'.I'-Q' N(~ DETAIL NOTES - LIGHTING PLAN 0- =~~~~~t:'E~~~T~~~~~~':;~~ TEMPERATIJRE OF.%lOOK AS MF6.6Y05RAMI5YLVANIAFO:l2f13O. C..E.E.JOBlIOOO24 COREY Electrical Engineering Inc. 14202 East Evans Avenue Aurora, Colorado 80014 (303) 696-1257 o PRGVlDEEMER6fNC,Ya!l.TTERYBAC.K-ll"ElAltA5TINf'U.IORE5C,ENTFIXTlJRE. EMER6ENC;.Y BAl.LA5T 5HALL BE c.oNNEG1ED AIEAD OF SliIT(.I1. BATTERY SHALL BE 5UITAa.E FOR. <!O MIWTE oPERATION. ElALtA5T SHALL oPERATE SAOGIFIED LAMPS AT 1:l5O Ul'IEN5. BAl.LA5T TO ee BOI:lINE OR EGVIVALE~. SiJ6MIT SAOGIFICATION. SHEET TO ARc.HITEGT FOR. N'f"flDVI'<...PIl.JOR.TOORVER. CIVIL: HEDRICK AND ASSOCIATES (303) 798-9445 STRUCTURAL: NEWAHR GORMAN (303) 377-2732 MECHANICAL: J J BLANK &. ASSOCIATES (303) 320-7755 ELECTRICAL: COREY ENGINEERING (303) 698-1257 ~ ~D gAn::hItec;ture g p'..nn'ng g '..,~_~Ic>r_ T.REX Architex 146 MADISON + Suite 200 Denver Colorado 80206-5023 (303) 388-2918 + 1lllC: (303) J8&.583a Drawings ...,~,=~~"oj~cl":= 1l"eProjeclI<>"...nchtroy.....mldai!l~O"not. TheOinlo!"altepenrittodlll_~~ ~=~~~,== ......~oftnaPrcjecl.The~on:j_Spe- :-~~~bjO"~,,"~':'~~ I'r<l;lctbjotlH$~Il'IEIArcrilect..rctn_ U'l:is"IIisAguErren~""""Ptbj~n"<'llilJ"lgorC wth~lea:tJ"POl'l!l811cnlClI"e~ NEXriEi . !!I_- ! !!!!:=B== NEXTEL Communications, Inc. 4643 South Ulster Street Suite 600 Denver, Colorado 80237 PROJECT CLEAR CREEK 4251 KJPUNG STREET WHEAT RIDGE, CO 80033 CO-0455-A PROJECT NO, CO-G455-A ISSUE DATE 11.30.2000 (FINAL CD'S) REVISION DATE SHEET TITLE EQUIP. RM. LTG. AND PWR. SHEET NUMBER OF E2.0 Isc CALCULATIONS - THREE PHASE POINT 12. AT THE SWITCHGtAfl; POINT ", AT THE lRANSFORllOl; I... 42/;00" 1.'13 l.ongth !oG(oooru) I L-LVolt.o 1.'6~ 4:2600A/~ O~ "" 11.r.11 I",' M ~I...(~' POINTIJ.ATPANEL"Dp.; I.U l.et>gth 1.13 x :20 0.11 ". /I+r If I. IO<._H"I"'(~. ,. O~ ~ 42tiOO A' 3'1558 A o.~ 1sG(""",G4J) I L-lYolt.o 3'I55ll A/~ 0'" ~ ~A_ ~Sp05 A o.~ '.B '.B POINTI4.ATTH(PRIW\RYOFTHE7SiNAfflANSFORl.l(R, I""(..........J I L-LYolls ~ A/~ - W ,~ " " lid II I. 100 . M "I""r""""u). ,~ ---- O~ ~^. POINT lis, AT THE SECOI\lOARY OF THE 7$ KVA TRANSmRMER; Ip" Vp ""',, ~ b.l1 H. 1/1.' _II ,~ . ,~ . 10<-" (lip I V~) , ~ "" "1.13,, lIZ] I 100.000 Ax 480 V,,~ 15 ~A) ,. ." ~ -~~ ,- Hr..Fool<>'" - i'II-eF<X.O:r - 6,421 ^ ". ^ V/ 2DtJ "},,~ ^ ~^) '00 ~" ^ CODING STANDARDS AND PHASE ROTATION '12f){2OI!N,34>.4i'11RE6RO.JNDEDI'ffEWNf~T1"'" "'^'" -;;- , ~ "-^'" "" , "" NEU VfjITE OR GRA"f 6ND 6REfNORIlAREGU ROTATION CLOCKl'll5E (TESTED wrlll PIlA5E ROTATION METER AND SI6NATmE OF PERSON PROOFIt-6UlNFlaAATION) . 211/4OOV. 3<11, 4 J;lRE 6Ra.lNVED I'ffE WNFI6URATION. "'^'" ^ , ~ ""'~ ""^"" , mww NBJ I'+1ITC'OR6RAY 6N:D 5REENORBAREGIJ ROTAllON GLoc.KI'llSE ('rE.TEDYJI11lPllA5EROTArION METER AND SI(;NA11JRf OF PERSON PROOFING WNFI6l.RATION.l "'^'" U- =~ "-^'" '1:JO/24OV.I<II.3l'<1REGROlINDa>NfI1fRAL~I&l.AATI0N, ROTATION -.u;:- " "" NEU I'tiITEOR6flAY GID 6REfNORBAREc.u . 120J24OV.3<11.4i'11RE~DELTA5Y5TEM5ARE~TAGGEFTAB!..EINNEXTE.. I16TAUATION5. SURfACE X PANEL 'LA" (E)c1EoT1N6) VOLTAGE fLUSH WJ~20010PIdLO BUS;a;A fEED TI-mu LCWl LTAMPS PHASE o OESCRIPTlO~ -FG-I .~, '=, '=, p- p- p- p- ,-~ ~~ ~ - p~ p~ PAlIEL"l5B" LOAD TYPE UGHTI-~G RECEPTACLE {IOIWAOR LESS) RECEPTACLE{OVER'OIWA) HVAC/r.lOTOR IdOTOR(lARGEST) KITCHE~ EQUIPMENT IdISCEUANEOUS BKRCIR 14022 l"jqql CONNECTEOIWA ---"'--- ~ --=-- ..2!L -'--'--- --=-- ~ 120 / Xi6 V :3 III ~ ,= ~ ~ o '" ~ o o o o - 14&11 fM:TOR 125:1: ,0<" '" "'" 125:1: '00' '00' TOTALDEIdAND w ....I.C. '0000 CIRBKR DESCRIPTION 220 SPARE 420 SPAR!' 1500 620 REGTlFIEF!. , , 1020 REGTlFrEl'!. 1500 12 2 1420 I<ECTlFIER .. , 1500 1820 I<ECTlFIER " , 2220 I<ECTlFIER 1500 24 2 2520 REGTIFIER " , ~:lO:25 RlT\REAJc, " , 34 SPACE o 36 SPACE 3B60~ " " ~,~ OEIdANDIWA -"'-- ~ -=- ~ --"--- -=- ~ ~~ ~AldPS . lI6TALLHAC.RGIRalITBIlEAKER. COOLINo:>GYGLEISL.AR6C5TAlVTMENINGALC.l.UITION. PANEL FlUSH SURFACE ~...., DESCRIPTION lEXTEL 100 , , 151W"STH :3 5 p~ , p~ , SPAQ; 11 SPACE 13 SPAQ; 15 SPAQ; 17 SPACE 19 SPAQ; 2' SPACE 23 SPAQ; 25 SPACE 27 SPAQ; 29 lOAD TYPE UGHTl~G RECEPTM:LE (10KVAOR LESS) RECEPTACLE(MR10KVA) HVAC/IdOTOR MOTOR{IAflGEST} KIT01E~ EOUIPl,lENT l,lISCEUANEOUS VOLTAGE ""m l,llO---2L- BUS400A.fEEDT1-IRU ~, , =0 lOAD DlTAMPS PHASE o BKRCIR o 0 o 0 o 0 o 0 = = CONNECTEDKVA --=-- --=-- --=-- --=-- --=-- -""- TELCO SPECIFICATION (3) 2 PAlR - Gl1A6BIN OATA.l1AX 10052 D54 *1120 = o o / =0 o 0 o 0 o 0 o 0 = fACTOR 125:1: '00' '" '00' ,~, '00' '00:1; ~V , . w o o A.I.C. '''''''' o o CIR BKR DESCRIPTION ~~ . p~ , ~~ , p~ 10 SPN;E 12 SPN;E 14 SPN;E 16 SPN;E 18 SPN;E 20 SPN;E 22 SPN;E 24 SPACE 26 SPACE 28 SPACE 30 SPA.C.E DEr.wlDKVA -=- -=- -=- -=- -=- -=- =- TOTALOEIdANO ~~ ~AldPS LOAD CALCULATION - 1200 AMP SERVICE SECTION PEAK DfI'WolD FROM P5GO FOR THE PAST mELVE H::iNTH5, o o PEAK f'l.1I5, 25$, LOAV ADDED THIS CONTRAG-T- TOTAL LOAV ON 2000 AMP Sl'RVICE. 104D~ ~ 000" ^"'" ~2^"", q10.2~ PANEL flUSH SURFACE VOLTAGE 120 / "'0 FEEDT1-IRU ELECTRICAL SYMBOLS :::tii: v , w , . "LSB"(EXI5TtN6) ~,,~ X BUS 40" '0000 DESCllIPTION ., ,,~ ~~"'"' 6FIICORDREEI. .. 5H:)KfDEJE(;TOR p- ~- ^ 60 ell 0 2 J ell w , ;1 7 811 1500 W , ,.", , " 50 133'iOO 1500 215 3'iOO 20 17 20 19 0 1500 20 21 0 " " 20 25 100 1500 20 27 120 IS 29 310= 333 0 " " 0 40 39 2660 ,.. ., ., lOAOTYPE UGHTlNG RECEPTACLE (10KVAOR LESS) RECEPTACLE{OVERIOKVA) HVAC/MOTOR MOTOR(lARGEST) KiTCHEN EQUIPMENT r.lISCE~EOUS .. ~ ~ 'IN5TAU.~I<(;IR!lJIT~ ..F'ROVlDEAlVI16T....l~OItB<lEAKfR.. (4--l131OGU;1"66ND)2'G. (4-1310 GU; I 116 c:.ND)2'(.. = ~SOlI0120/X)/!)V.OPENmI4tJOV A.1.e. ('IRWIT,Rltlc.oNc.EAlfDINI'V\LLORc.EllING CIRWIT, _ COK.EALED IN FlOOR OR. 6RADE ----~INGl'lIRE --0____. CQNOIJITRl5ER;"IlRNEDI.P.1tRNEDO()WII Q -UlGTICtlBOX;GEllINGOR.1'V\LL ~ PU.LBDX .. PANELElOARD IZI 5i'tITCl-OOARD to OI~GT5HlTCH.NON-AJ5ED lfZIDI~CTSl;lTCH.FLI5ED 1M] TlWl5FORI'ER ~ MOTOR.GONTROLLER lfgI COMBINATION MOTOR CONTI<OllEl!. . DIsc.. Si"I. AY MOTOR. &1-0 1HERHAL~AVSi'llTc.H 1m Til"'CGLoc.K !llI "'= --a::D-""-DI~C.TSHlTCH(FIJ5E(DI~TIG) --t::t:l-OJRRENT1RNl5FORMER;C.TS{OIA6RAI-'KATlG) r";. GIRWITBREAKER(DIA6RA!"MATIG) BKFI CIR lOAD LTAMPS PHASE , = '00 HVN;GONTJ<OL~ ~, , """'" ~~ p~ ~~ CIR Bl<R DESCRIPTION , " . ~ , , " " 00 , 00 , 00 , 00 , 00 , 00 " "" ,~ "" ,= '00 0 o 0 o 0 - FACTOR 125:; "'" '" 100:; 125:; ICC:; ICC:I: TOTAlOEt.lANO DEr.wlOKVA ...Q:L ..RL -=- -'L -=- -=- ...Q:L ~~ ~AldPS - CONNECTEDKVA ---"'----- ~ -----"R..- ---"-- -----"R..- ~ ...L., "i'" q vnllTY~TI</IN5FORMER l'€A.l11E~ (3 "BaiTl-WtI.tl0lV)I"G. <9 ,^"'- .,... <oa NBiEM::INHETER '200208 M:UiW INM,AIMELfCTRICAL ROOM l<EXT TO EXISTlIlC:oAHT ""'" . . c.AOYflDTYl'Ec.ofOoEG.TlON ""'""'''''' ~ NlOIE FINISHED FLOOR. O?n"",",,' ""'"'" ~ '"' ~ "'^'"""""" "'" AMEl<IC.ANl'lIREc:.AUSE BARE COPPER l'lIRE {SOLID, TlNNErl) 6L06ALP05ITlOtlfNG5Y5TEM PERSOIW.COt1-WICATION5ERYlc.E PC.lI't:RPROTEGTlONCA6lHET PRIMARY RADIO c.Afj1t€T ~y m>,,,,- R16106-AlVANllED5TEEL ~ "" "''' ~ '" - m>. '"' EMf B.EC.TRlCALMETALlICT\.6IN6 01"1:> DRAHlNoS 16-R INTERIOR. 6RO.RID R11lC:o (HALO) CCA C.A8LEWVERA55EMBLY 6T5 e.A5ETl<AN5M155I0tl5YSlEM 6-EN 6ENERATOR '" """"" 65CIi 6ARE5"fR/\lo1t>Et>wPPERl'I1RE 15CI'I118l.A1ED5"fR/\lo1t>Et>COPPERYllRE M.GJ3. ~RJLLYRATEPANB. AT AMlNIM.tt Of '35/>C6AMP5(42t)OOA) 'OOB EXI5TIN6 EXI5TIN65()()tWA, PSCOMETER M 21114OOV,3<1',4l'11RE 20<111-T '''''''''"~ JZl 1-ISG.42,bOOA , 1IH--%lOMCMAlJ3-II2'C.]------q;. I L_____________.J 2((4-"3IOCU,I"3c:.NP)2"CJ ATlT ,ill- ~, ~".. "" """".. =^ ''''"'' <co, ''''"'' <co^ ~R ,."'" =B <COB <coB "'"" 15TINlS 2000 AMP, 2T1l4w.1, 3<1', """'-EXISTING 2000 AMP 9.FP\.Y, 1200 AMP 5E(,TION 4 I"llRE OJRRENT TAAI6FOI<MER 5ECTlOIN 2T1/4OOV. 3<1'. 4 !'lIRE DISTRleuTlON 5HITGlWARD 1OG.'~.55t>A 1....~.55t>A DETAIL NOTES """ 1OG..35.b05A REPlJ.GEEXI5TIN6(1)I00A3PSHlT06 Yllnt NEtt 4OOA3P Sl;lTc.H IN MAIN GEAR EXISTIN6 600 AMP 5l.B-5ECTlON OOOB -0 llEt:.TRIC.Al WltTR.AGTOR TO PROVIDE A 2OOA2P ~ 3R ~ LANDIN6 OOTTERl'lITHteJTRALAND6-ROIJNDBU5FORRIT1JRE6ENERATOR~TION OOT A SEPAAA1ELY DERfVE[l5Y5TEM1. PROVIDE 2' RAIN lloSHi tUll"llnt S1l<AIN RELlEr FORRJ"TlA<E c.oNIoEc.TION. LiJ15 PAV IDENT1FICATlON IN 6-EMERATOR c.oNllECTIOIl BOX 5HAlL MATc.H c.oLOR CODIN6 AND PHASl" ROTATION GF INCOMINf> B..EGTRlCAL 5ERVIGE AND SIW.L BE CLEARLY MARKED. PHASl" ROTATION FROHo5fNfRATORc:oNIEGTlON BOX5HALL BE CONFOOiEt> 6,AG.K TOT11EMAlNDI5c.OI<INEGTAND6ENERATORDI~TBREAKEI<5l'l1ntIN THE MAIN aEc.TRICAL OISTRlarT1ON PANB.I6-EAR. A-lA5E ROTAllON SAALL AL5OBE5TATEDONINTERIOROF~TOR.COliNEGTIONBOx. U c.oo!lDIAA1El'I1ntPSCOTODETB<1'l1HEEAAc.TSl'RVIGEREGlJIREl-tilTS. r~LY.CONTRACTOR. TO PROVIDE AND INSTAlL SEI:ONDARY. INSTALL F'ClI'eRCOMPAtffMETER). 2JVERIFYALL~POI'lER,5f'RtNKLERLlNES.ETC.BEFORE"TRENa1IN6_ COMPAc.TSOIL TO<!5ll!iTOPROGTORDENSITl' ANDREPAlR~ TO ORI6-IAALCONDITIONS. 3)~TORSSAALLBEGOI'PERI'lITH"IHHl<ORT1-WlIla!.A1l0N.CONDUIT SAALLBEFVc.~(MlN.24'DEEP)ANVSTEELI"llT11I'tEA~Tl6I{T FITTlN6S NlOIE 6-RCUICl. ~ PAHEL 'LA' MllNJ"Ac.U!ED 6YElEGTRlCAL EGlJIF'MONi AND EN6INEERlN6.INC.. ~ (PRaVIDEDBYNEXTFJJTOllO..lJDEnt:Fa.l.OWIN6, - 200A3P "WAl..J<:1N6 BEAM' INTERl.oo::ED MAlN GIRCUlT BREAKERS. l.I.'EI063'lS. - LOAVCE>>TER, 42F'OLE.I20I2OI!N.34>"41"llRE. '"",. NOTE, J;!FMnVFFv>>lrJIN/'; IJM?FRATPANF1 EXISTING/PARTIAUNEW ONE-LINE DIAGRAM ~,NONE C.E.E....t::IB"OOb24 COREY Electrical Engineering Inc. 14202 East Evans Averue Aurora, Colorado 80014 (303) 696-1257 CIVIL: HEDRICK AND ASSOCIATES (303) 798-9445 STRUCTURAL: NEUJAHR GORMAN (303) 377-2732 MECHANICAL: J J BLANK &. ASSOCIATES (303) 320-7756 ELECTRICAL: COREY ENGINEERING (303) 898-1257 ~ II cArchltec;:tur.. F>'e.nnlng c Interior. T.REX Architex 146 MADISON + S....lte 200 Denver Colorado 80206-5023 l303) 3/lIl-2918 + fu: (303)3lIll-5838 Drawings ...~~~~~~.= u...~I"'Ydi:::rlV>B)I"""'-isllllUCU\lltl"'rQ1. Thoo......._boporrritlJ'dtoretBi1cq:ieo.i""eI.Jdi-o;j reprcd.c:Dleocpies.ctDrawi'>:,joar-cl$,ocClt:ati:n$lc:r t1O"TTU\i::lnamralmn:an~..lt>tI"e~ =~:~~J::...~= '''',.~tctrioPrnjocl'''I'''Il"Il~cltrio ~t>tc"""'P'o.i:lacIu...Art:i'itecI..<>OIn_~ <rcIortrio~-'t>t_ln~an:j W1hllfl"tiota__tOltott"lS_ NEXTlIF"=lI . - -- - -- I!I I!!=_ NEXTEL CommunIcations. Inc. 4643 South Ulster Street SUite 500 Denver, Colorado 80237 PROJECT CLEAR CREEK 4251 KlPUNG STREET WHEAT RIDGE, CO 80033 CO-0455-A PROJECT NO" Co-0455-A ISSUE DATE 1t302OOO (FINAL CD'S) REVISION DATE SHEET TITLE ONE-UNE, PANELS AND NOTES SHEET NUMBER OF E3.0 ~"'-^'-"'^'....''''''"'^''''''' TOI'W...L.TT'PI(;Al I'W.LI-'O..MY;6RN.K!.'T ~~ !'\ALL 1/4' ~ 21'" 4..... 5Il\'6OLT IN5IA..ATORNENrON _.%'61_4 """""'- WJlJNTI~Dl'TAII '" "2A!;6QRII6,oa",STRANDEt> ..ll'IPERKI~ "'""""'"'~ LlJ/;>5T05EG!RETOEXfERJW. 6RroNDBAR8'I'6ElERAL ~TORREfERTOLOO c.oNlEC,TORVETAlL NEI'l COAXIAL 6RCllM:I KITS WI --~""""- WMPRE5SION l.U&S W lJ't:J (2) 31e,"DIA.BOI..TSAND l.O(.l:; 1"lI\S/iER5. IJSE AN1l GORR051ON 6i<EASEATnesECONNEGTI0N5. tEWI/4....21'xV4.noc wPPER 6RaW eAR ~y AND!N5TAU6Y~ COW1l<AGTOR 11l6'TT'P In"TYP. EXO~ I'll" I1ELO PAAALLEL LEAD umvJ::.TORSTOBJ5BARt TO &ROJNi:lRII6 EXTERNAL GROUND BAR NOT TO 5GALE OMNI DIREGTIOlAL OR NON-DII/EC.TIOIW.5F1.IC.E 6.1RN17fTT'PEY&L G-TAPSC.RIMPEDTO 12TOIlSMrH. MlN.e" RADllI5BEI'IIl5 NOT TO SCALE OMNI DIRECTIONAL OR NON-DIRECTIONAL SPLICE GENERAL NOTES: GROUNDING L GRCUNDIN6 LAYCI.IT HAY V!&f DtA: TO SITE SPEGIFI(. CONDlT1011S. 2. TliE WILDIN5 GRCUND LOCATION SHALL BE APPROVED B'( TljE PROET l"tANN;ER. NOTlfYF'IW...EG.TI'\ANI\6EROFNffDIFFIClUII'SINSTALLIIllSoT06ROUN01NG>51'5TEM r;<<: TO SITE OR5OIL GOIlOITIQN5. 3. 6ROJND TE5T, GONTRAGTOR SHALL F'lWViDE TBT OF 1HE GRCtINDING SYSTEM. PROVIDE iFST REU.T5 TO 11-E PRO.J:(,T MAN.A6ER FOR REVlEI't 6ROJIID1N6 5'1'51B'1 RE515T~E TOEART1i6ROJNDSHALLIIOTEXa:ED50HM5,IF THE6ROJND TEST EXC,~ THE MAXiI-lIM OF 5 OHM5.GQNTRAC.TOR5HALL BE RE5PON5IElLE TO PI<OVIDE AOOITIONAL 6RDW GONNB:;.TlON5 U, RfGilJlRED. c.ooRDlNATE ~In+ 1<EXl8.. 4. ALL GROUND IiIRE 5IW.l. BE "2 SOLID BARE TINNED GOPPER, IN.E6 0THERHI5E NOTED. PROVIDE 6ROI.Ml GON[lIX';T0R5 TO 6ROJND J<ODS J.6 INVICAlt'D ON 6RCI.tIDllt:> PI.AI6. 6ROIA'{D RODS 5IW.l. BE 5/B"><IO'-O' wPPER a.AO STEEL RODS AT 10'-0' SPJlGIN6 OR XlT RODS. COORDINATE YlIW ~ 5. COI<I'E6TORS, ALL ABOVE-GRADE IN'IERIOR6RCtINIJING COI'IEGT0R5 SHALL BE J:lOI.6..E-Ll.I6 ~ION. TYPE. ALL BE..OI1-6RADl: AND EXPOSED EXTERIOR 6RO!.INt>116 c.oNHECTORS TO PERMAIeIT E'GlJIPMENT AND FIJ<ED WILDING B..Ef'oIE>>T5 SWILL BE UW I'ELV TYPE ~ AS Ol1lERHJSE INtlICATEV. VERIfY c.oNHECTICtl LOCAilOl6 AND MATERIAL 1YPE5 TO AVOIV P055I6LE (:oALVAHle. COr<J<OSlON.. 6. ALL EXPOSED 6ROJHD1N5 CONNE(..TORS TO BE COATID!'\IT1i ANll..wR.R05IVE A6ENT!:OC.H A5 W-OXY". "f'CALOX', OR "f'EIoETRO)('. VERIfY PROVll::;.T!'\In! PI<O...ec.TMAAA6ER. 1. ALL BOLTS. KASHERSANV WT5tJ5ED ON6RO!.INt>11OG GOltE(;il0/6 SHALL BE 5TAOOJ355TEEL. e. RAC.EliA1"5, ALL EJ<P05E[l 6ROJIID11l5 c.orv.x:,TORS SHALL BE ROJTEV IN PVe. RAc.El"lA.Y. PVe. RACEi'lAY MAY BE FLEXIBLE OR 1<.161V. 6ROlIND CONDIJC,TORS 5fW.L NOTMAKECONTAC.TJojJn!AN'fHETALLle.c.oNDUITS,SURF^"ESOREGt!lPMENT. MAINTAIN Ill' e.LEARANC.E AYi),Y FRCIt-t ALL c.otWlT . ELECIRICAL PANELS I EaJIPMEHT. <I. ~ ANTENNA 8ASE5, FRAME>, c.A8LE RAC.KS, AND 1ltE OllER Mi::TALLIe. COMP0NENT5l'11n!126ROJHD1'llRE5AND~TTO I~TEV,~Ac.EM:::ltINTEV 6RO!W!lARS. c.oNI'UilON. VETAILS SHALL FOLLOl"I ANTBW>. AND RADIO FR.. 5f'EG.!FIc.ATION. FOR 6RC\..W01N6. RES', aJ<RENT I"OTOROLA R56 5TM'VAAD. SEE PI<O...ec.T MANA6ER 10. 6RCI)ID COAxIAL SHIELD AT BOrn ENDS VSING l'-1Al'tf'ACm<fR'S 6l!IDELlNES. 11.6ROUNVCOIlD'JC.TORBETiDS, -I-lINlMIZE"OFBETiDS - I-lINlMUM BEND AAVIUS FOR "2 OR 5MALLER 5llAlL BE /} INC.I6. -- MINIMUM BEND AAVIUS FOR 410 15 12 INGHES. - MlNlI'lIM BEND RAVIl!S FOR o-tER 410 15 24 IlO:':.fIE5. 12.6ROUNVRrN6c.oNNEC.TORT06ROJHDROtl-l6Ec.AOI'ELDTYPEP.c. 13.6ROlMJLEAVCOtIEc.TIONT05Tffi..e.AalNET-l6Ec.AOI'ELDTT'PE6.Y. 14. PRE'AB 5HELTER5 INTERIOR 6ROJHDINGo BY CABINET MAltJFAC.TURE. 15. TENANT rMPROVEMENT. srrEaJILTSHELTERS.INTERIOR6ROJHDINGoBY CON'lR.o'GTOR. 16.DEDlc.ATEV6ROUNVCOlOJCT0R551W.LIOTPA551t11<l!l"ETALIe.Oa..Ec.TSr+l1CH FORJolS A CONDIJC,TOR c.HOKf BY 5lf<ROJND1NG6ROJND WNDtt:.TORS 36o\t. ARC:t.t1D. IT. FOR HALO SPEC.IFIe. REGlJIREHENTS REFER TO/C)(TfLSTANDAROSPECIFIc.ATlON 5EG-TION2-1.016ROt1NOING. ~""-' 15Ol.ATORt'l51rON306I--4} ~AT6'-O'AFF.ORTO VNDERSlOEOFCAeLEENTRAlt:.E COPPER BU5 1/4' ~ 21' x 4' HALLI"aMINGo~T i'l!EWTONA-6OO5) """"'- MfJJNTINt<.!?FfAII '" 1116"TYP In.TYP. ELUSoPARALLEL LEAOc:.otOX.TORSCMJD I'ELOT06RCt!NORlNG """"- I.ALL "2Al'6CONC\lCTORSI'IILLV5E iI'IO HOLE LtJ65 2. ALL fiELD SIZE l.l.!65 l'IILL CONFORM TO NEMA STANDARDS. INTERIOR GROUND BAR NOT TO SCALE WA"ER BU5 BAR NOTE,INT.6RG\JNDING AND HALO-SEE 6ENERAL "'"" INTERIORSPAc.EOF EXI5TIN5BUILDINGo 0lA6RAM OF EXISTlNGo WILVINGo 00;<, I. lHlSORAI'IING15DII\6RN1ATIe.IN NATURE-SEEonlERDRAI'lIN55FOR EXAC.Tc.oNfl6'..AATION. GROUNDING LEGEND ,"""'- DESCRIPTION t ~ 5,r'f)'" 10'-0' COPPER e.LAV STEEL 6ROJND ROl) INSPEOION.I'ELL . E.XO"!1-ERt'!1e.I1ELV(c.AVl'B..D~V} . M:CHANrCAL~TION ..............-.-......... ..". . TO MAIN BUILVIN66ROJHD /"6ROJHD1'ELLINSTALL FLUSH I'IITH (,RAVE ~ """"... '"""""'" 51e' x 10'--0' """""'" GROUND TEST WELL DETAIL NOT TO SCALE ......-.. f '. i .....,. I ',' 4 I ! '- .....-.--.-.. .....\ i I i.. I NC,IklITS9.F'F\.IEDBY J NEXTEL.INSTAUEDBY6C.. ...../ TESTIti.L(TYPOf2) RE, '2IA1~ NEH6ROlINIJRlN& RE,6ROJHDINGNOTES i> .. .".~"^ -"-. ,...^" ............. o\h. " ."'S -', \\ ..... ...,.....-.. /' / // " ! ----.. ! i i ! \ '- , \ \ " \. / ,..,.. -.' , .. ~.'..-.._._'. .''''':' ...... ..... .........-..-..-..-...... CIVIL: HEDRICK AND ASSOCIATES (303) 798-9445 STRUCTURAL: NEWAHR GORMAN (303) 377-2732 MECHANICAL: J J BLANK & ASSOCIATES (303) 320-7755 ELECTRICAL: COREY ENGINEERING (303) 696-1257 5EC.TOR I NOT TO 5CAl..E GROUNDING STANDARDS - SITE DIAGRAM e..E.:E....t::lBIO<)f);24 ",mu. (m>~~ COREY Electrical Engineering Inc. 14202 East Evans Avenue Aurora, Colorado 80014 (303) 696-1257 ~ III cArchltecture PI...nnlng ~ In"""..lo.... T.REX Architex 146 MADISON + Suite 200 Denver Colorado 802013-5023 (303J388-2918+1u:(303J388-5Il38 Drawings <we~~~~";~cf,= l/"ePrcjoct[C'"....,.,ttw....""'"'''~C'1"Ot. Tteo...-.rnlbBpem'illadlCrutancqli>s,~ ~"""*""cfOrav.rlgsBfd~li:r<ol,,, Womltl:nardruf<nrce".....-..etl:nwtnl/"e"",,,,", ....orn~clhPrcjlctTl'elA\WY,js.....Spe- dII:a\O'lsS'alrolbcUlCtll>!ltl'o..-erQ1C1l'8'P"$:t!. [C'Bdd1iaIstcu>sPrcjoctC'!crtt"olc::<Tliotic:rlCIU>S ~wc1l'u8[><Mle:lIlloArcl'ilectisrotnclo!Wt lSIdorlt'io~~w.~i1'Mitl'Qord 'o\iIIlowce\il~101tcD>:l_ NEXTEL: NEXTEL Communications. Inc. 4843 South Ulster street ..... 500 Denver, Colorado 80237 PROJECT CLEAR CREEK 4261 K1PUNG STREET WHEAT RIDGE, CO 80033 CO-0455-A PROJECT NO. CCl-0455-A ISSUE DATE 113Q.2000 (FINAL CD'S) REVISION DATE SHEET TITLE GND. DETAILS AND NOTES SHEET NUMBER OF E4.0 2 in ~ ~ z ~ ':> g o !:j. o g !:j. ~ ~ ~ ~ E ::;:; MECHANICAL SPECIFICATIONS 1. FOl1.OW LOCAl.. AND STATE CODES AND ORDINANCES. PAY ALL FEES AND ATTAIN ALl PERMITS. SUBMIT PLANS TO 8ULOING OEPARTMENT FOR RE.VlEW. FOLLOW CORRECTION REQU1REt.lENTS. 2. ADOPTED ENERGY CODE SHALL BE FOLLOWED FOR ALL EQUIPt.lEN'T EFFICIENCIES, BUILDING AND DUCT INSULATION. 3. VISIT SITe: TO ASCERTMN EXlSTlNG CONOmONS PRIOR TO ORDERING EOMT. 4. MECHl<NICAL DRAWlNGS ARE SCHEMATIC AND NOT TO Be: ~O. REFER TO ARCHITECTURAL, CERTIFIED, AND SITE VERIFICATIONS FOR DIMENSIONS. 5. CONTRACTOR SHAlL PURCHASE, RECEIVE, UNCAATE. ASSEMBLE, INSURE, .AND INSTALl.. .AND FINAL CONNECT ALL EQUIPMENT INDICATED ON OAAWlNGS AND IN SPECIFICATIONS PER MANUFACTURERS WRITTEN RECOMMENDATIONS. PROVIOE OPERATION MANUALS. 6. PROVIDE SLEEVES AND COUARS FOR DUCTS ,lIND PIPING THRU FLOORS. WAUS, AND CEILINGS. SEAL. DUCT JOINTS WITH 3-M HAADCAST. 7. SHEEn.1ErAL SHAU. BE SMACNA AND CODE srAN~D. PROVIDE FLEX CONNECTIONS ON EACH PIECE OF EOUIPMENT. WEATHERPROOF WHERE EXPOSED TO OUTSIDE. Nore PRIOR TO FAARI("'.ATlN(; mlC':T ANn PII"F", VERIFY ROUTING AND DIMENSIONS AT SITE. 8. GUAPANTEE ALL LABOR AND NEW EQUIPMENT FOR ONE YEAR FROM DATE OF WRITTEN ACCEPTANCE BY OWNER. SLOPE LINE DOWN TOY/ARD TAAP, CONNECT TO COOUNG (COIL IN FURNACE OR FAN COIL SEE MEClV'J'lICAL PLANs. MOUNT ON MANUFACTuRER'S ROOF CURB ON ROOF SEE MECHANICAL PLANS FOR LOCATION. EOUIP~ENT UST FOR MODEL &: MAKE. CONDENSING UNIT PIPING DET AI 18x18 TITUS t.lODEL 950 SUPPLY REGISTER WITH DOUBLE DEFLECTION ADJUSTABLE BlADES, OPPOSED BlADE DAMP'" a"1f 0511 DUCT TO APPROVED ROOF CAP W/ 1/4"GALV. MESH la"HIGH ACOUSTIC LINED RETURN PLENUM FOR BOTTOM RETURN ACOUS. UNED PLENUM "A" TYPE OXCOOUNG COIL INSTALLED PER IMNUFACTURER'S RECOMMENDATIONS 8" DIA. OSA ,olJR DUCT TO RETURN PLENUM IMNUAL VOLUME DAMPER 18x14 mus I.lODEL 3FL RETURN GRILLE ACOUS. UNED PLENUI.l 14x14 TITUS MODEL 3FL RETURN GRIU.E FAN COIL UNIT DETAIL EaUIPMENT LIST w F~ COIL UNIT; Caniermodel FB4-Q60; 1990 CFM@O.25SP:314Hpblov-.er:Setoutsideairda/l1)erfor2oo CFM Five (5.0) ton nominal cooDng;. 5 'rW'J E1ec1:r1c heat; ProlJlce la,yambient earrtroI, copand 5Cfoll cOrt"f.'l'essor, com~time delay relay, hard !Stil1lQt, high & low pressure sv.itches, Corrtrol digitaltyWth alternator (See Below), Provide condensate plJT1p v.illl WCXlI1densate line routed to nearest ....aste. Mechanical Caltractorto verify location. 2OW/1ph; Cooling {MCA= 6.8; Max. Fuse = 15) Heating (Max. Fuse=60),lM. 175 lb. w F~ COIL UNIT; Same as FC-i, cctJDENSING UNIT: Canier model 3OCJ(C.(J60-3; SEER = 10.0 Min; 5,0 to'l ARI rated remote split system Wth 5.0 ton ARI rated evap coil in furnace dscharge of same Mfg as furnace. Refrigeration piping g,aU be szed by Mfg and pre-charged wth no excess coillen!l-h. Size refrigerant tubing per Mfg"s reeommendations. Provide traps for oil rebJm as recommended by Mfg. Insulate sections (RS) Wth 1/2" thick .Am1a1lex. ProvIde 5 year Mfg's compressor/condenser guarantee. Provide flashed oind coonter flashed roof mounted curb. Elect Data: 2CB-23Ov/1-ph; 37.5 M;A; 60 Max Fuse. ca-JDENSINGUNrT; sameas:ciJ-l. w w lli1[E: .Alternator control panel shall reqJire FC-1 to run to satisfy load. The next cycle mall have FC-2 run in place of FC-1. The eycIe 91a11 continuealtenating indefinitely. Fe-1 and FC-2 shall run simultaneousty if load is net satisfied bya single unit Control panel to be eCJllppedWl:h Ug,tsand alarm indcatingfailure of any unit. (Total heat load is unmCM4'l to en!jneer. Design is based on OYII'1ersreqJest.) a~6 0511 OUCT UP TO sw.cNA APPROVEO INTAKE CAP. VERIFY A I.lIN, OF 10'-0" FROM ANY BUILDING EXHAUST CONNECT a-It OSA Ducr TO RETURN PLENUM 8ELOW FAN-:;-COIL PROVIDE MANUAL VOLUME DAMPER. CONNECT 8"6 0511 DUCT TO RETURN PLENUM Baow FAN-COIL. PROVIDE MANUAL VOLUME DA~PER. 8"~ OSA DUCT UP TO SMACNA APPROVED INTAKE CfoP. VERIFY A MIN. OF 10'-0" FROM ANY BUILDING EXHAUST , ., 5-TON 1 1.\1 5-TON ON ROOF ~ ~ ;Ii ;.; '" ;.; o 8 12x12 mus MODEL 950 SUPPLY REGlSTER WITH DOUBLE DE~ON ~ AQJusrABLE BLADES. OPPOSEO SlADE S DAI.lPER ~ t ~ ~ :E i i u ~ u .~ .~ .~ ZODe ,I < H.V.A.C. LEGEND m!llQI. 1%1 C2:I c;;iiiI 1ZI ~ 6) I}F!'>CRII"TION ..s.nlaQL. I'l~R1PTION ~ROUND 8RANCH DUCT TO SlOE OF MAIN. DUCT ROUND BRANCH DUCT TO TOP OF MAIN DUCT 00t~ I ;~::U:P:~CH DUCT TO SIDE OF MAIN DUCT II SUPPLY DUCT UP SUPPLY DUCT DOWN RETURN OR EXHAUST DUCT UP RETURN OR EXHAUST DUCT DOWN ROUND DUCT SECTION UP ROUND DUCT SECTION DOWN r:.;r::tTRUNK DUCT EL80W o . (TURNING VANES REO'D) ~IREDAMPER -..tV' ROUND GALV STEEL DUCT INSUL FLEX ROUND DUCT EQUIPMENT SYM80L (SEE EOUIPMENT SCHEDULE) .QOOb, HEDRICK AND ASSOCIATES (303)-798-9445 STRUCTURAL. NEUJAHR GORMAN (303)-377-2732 MECHANICAL. J.J. BLANK ENG. CO. 303.320.7755 F.:LECTRICAL, f:OR~Y ELECTRIC 303 -696-1257 STAMP '.3 ~ ~~~"'cl'~ a P'ann'n<:l a 'nt..~ra". T.REX Arch itex 148 I>IAOISON + SuIte 200 Oel'lverColorado 80206-5023 (:m)38!l-Z918+~'C(.m)~ Drawings ....~~~~":t=J:.t= i\:~J:.':e'~=:'t.d~:-~ ~.~~.::..~~ g"='..:I~=-Pro~::'~a;.m ""_"'U.IoProJo<l~farN~ 11110 ~bJatb..plVI!<IidIhoMll_lonotttdo(oJl .nll~;.,p;..,~!tl\.~~-I.m NEXTEL: NEXTEL ComRUllcBtlone. Inc. 4643 South Ulster Street Suite 500 Denver, Colorado 80237 fBQ,I&l;I CLEAR CREEK 4251 KIPLING STREET WHEATRIDGE, CO 80033 CO-0455-A PROJECT NO. CQ-0455-A iSSUE CA TI: 11.17.00 REYlSION DATE SHEET TlTLE SHEET NUMBER OF 1 M-1 (i) ~~;.:-?~.EauIPMENT ROOM FLOOR PLAN ~ J. J. aLANK ENGINEERING co 75 South MaclSon Street Suite 201 Denver, CO 80209 Fo.;J20-6S33 E-l.kIi:r!cl<:OjJblcnk.com JJB #=2000-288 Tele: 303-320-7755 Cofllact: RICK DREES, E.1.1 r', DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 11558 Date: 11/29/2000 Property Owner: Property Address: 4251 KIPLING ST Contractor License No.: 18137 Company: Intermountain Electric, Inc. Phone: Phone: 733 7248 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: Total: $1,000.00 $38.75 $0.00 $15.00 $53.75 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNED lJ~~ DATE~ Use: Description: REMODEL OF FIRE CORRIDOR ON 4TH & 5TH FLOOR BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: Zoning: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: 18137 Company : Intermountain Electric, Inc. Expiration Date: 2/28/2001 Approval: OKlKS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (5) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 dal's. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. 1f changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. . .. . . . . . The iss nee of a permit or the approval of draWings and speCIfications shall not be construed to be a permit for, nor an approval of, any Violation of the proVIsions ofth I ing codes or any other ordinance, law, rule or regulation. (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: APPUC.f\,IO N Property Owner: Property Address: Contractor License No. : Company: AyiS L(?.sl k:l"'ll~ "2 b,yZ- (I~I?~ ') :h--. t< v ""'" u ...:k , '"""' Phone: -)'GlJ - 7sY-20to Phone: 7'"3 -c;1,f-<(o.o I OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: / O-d-o .~ Permit Fee: I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants. easements or restridions of record; that all measurements shown. and allegations . made are accurate: that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances. for work under this pennil. (OWNER)(CONTRACTOR) SIGNED (, \ ""\=~ ..~ DATE-4- Use: Use Tax: Total: Description: y2< ~ <!J-E- (2..'v---o u,w " Jl., V' '" '" I..f ~ <; --c0 F<--.... .s BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : fl!!1!11g~9lJ!m~I!~; Approval: Zoning: : . . vw.,~ j ~ _ ;- Approval. : ~~ Approval: Occupancy: Walls: Roof: Stories: Residential Units : Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval : Expiration Date: Approval : Expiration Date: Approval : (ll This permit was issued in accordance with the pravisicns Nt fartt'I in yoput ~ and is lUbject.to the I8ws of the State of Cakndo and to the ~ RegulatiOns and Building Code of IMwat Ridge, Colorado or any other appltcabNt ordiMntel 01 the City. (2) This permit Shall exptre if (A) the work authorized is not ~1.._1C8d within sixty (80) days from tssue date or (B) the building aU1harized is suspencled or abandoned for II perk)d of 120 days. (3) ff this permit expuu. a new petmrt may De acquired for II felt 01 one-hal1 the amount normdy required. provtded no chllnges have been or wiU be rMde in the original ,*,ns and spedtlcattons and any suapension or abandonment hu: not IXCIeded one (1) year. If changes.... made or if 1uspenP:ln or abendonment exceeds one (1) y..... full feel shaff be paid fori new permit. (4) No work of any manner shall be done that win change the natural now ofw.terc:ausing II drainage probfem. (5) Contractor shall notify the Building Inspector twenty..faur (24) houq in advance for all inspections and snau receive Wfitten approvaJ on,inspection (3rd bIfaN' Proceediing _ 'urxossNe p_. oIlho job. (8) The isauance of a permit or the approyaJ of dr8wings and speciftcations Shall not be construed fa be II permit for. nor an appl'OV8l of. any'YioAatian of the proviSiOnS of the builcling codes or any other ordinance. 1M. ruie or regul8tion. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE. 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 11547 Date: 11/27/2000 Property Owner: Property Address: 4251 KIPLING ST Contractor License No. : 20818 Company: Axis Commercial Realty, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 757-2010 Phone: 757-2010 (OWNER)(CONTRACTOR) SIGNED DATE Total: $20,000.00 $321.25 $0.00 $300.00 $621.25 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown. and allegations made are accurate; that I have read and a~ree to abide by all conditions printed on this application, and that I assume full responsIbility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordmances. for work under this permit. Use: Description: USE VACATED TENANT SPACE TO BUILD FIRE TUNNEL EXITS ON THE 4TH AND 5TH FLOOR. FIRE TUNNEL EXITS WILL BE COMMON CORRIDORS FOR THE COMMON USE. BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: OK Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 18929 Company :Grand Electric Expiration Date: 2/28/2001 Approval: oklks Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval: Expiration Date: Approval : m (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of VVheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 1:20 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regUlation. (1) (2) (3) Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 11547 Date: 11/27/2000 Property Owner: Property Address: 4251 KIPLING ST Contractor License No. . 20818 Company: Axis Commercial Realty, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 757-2010 Phone: 757-2010 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable eat Ridge ord" anees, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE "/.21)oa Total: $20,000.00 $321.25 $0.00 $300.00 $621.25 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: USE VACATED TENANT SPACE TO BUILD FIRE TUNNEL EXITS ON THE 4TH AND 5TH FLOOR FIRE TUNNEL EXITS WILL BE COMMON CORRIDORS FOR THE COMMON USE. BUILDING DEPARTMENT USE ONLY IhIl __ Approval: Zoning: C-1 _1~1lI111l11ll~.1 Approval: OM SIC: Sq. Ft.: OK Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a penod of 120 days. If this permit expires, a new permIt may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Insfector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases 0 the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the b. ing codes or any other ordinance, law, rule or regulation. (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION LINE. 303-234-5933 CITY OF WHEAT RIDGE Date: 11/22/00 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~\Q.N Property Owner: Property Address: Contractor Ucense No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT New Clear Creek, L.L.C. 4251 Kipling Street . 2081.8 Axis CalnErcial Realty, Inc. Phone: (303) 757-2010 Phone: (303) 757-2010 Construction Value: $20,000.00 Permit Fee: Use Tax: -. I hereby certJfy that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record: that all measurements shown. and allegations made are accurate; that I have read and agree to ilbide by aU.conditions printed on this application,snd that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable ~at ~ic e ordinances, for work under this permit (OWNER)(CONTRACTOR) SIGNEDL-h....J I . DATE 11/22/00 anle 'to, V. Pres. Total: Use: B Description: Use vacated tenant space to build fire ttmnel exits on the 4th and 5th floors. The new fire tunnel exits will be Camnn corridors for the camnn use. The project was visually inspected by Darrin llirgan and has Men given final approval by Sparky Shriver, Fire Depart. BUILDING DEPARTMENT USE ONLY SIC: Ft: Approval: Occupancy': Walls: Roof: Stories: wY;., . 7 RFt'c. NED -n~ Approval: CSL e.cr- ~r.::: '\J~'~ ,:;'~LJ..L.!.L<~ Electrical License No: 18929 Company: Grand Electric Plumbing License No : Company: Mechanical License No : Company: Expiration Date: 02/28/01 Approval: Expiration Date : Ap.proval : Expiration Date: Approval : (1) (2) (3) l11ia perm~_ _In _"'~""tIle_ setlanh in Y'lIlW"appllcatlcn _is suIljecllll ""'laws ottlleStateot~_ III Ihl Zoning Regulellan._ BUiIdIna Codlat_ RIdge. ~",...___ at tile CIty. This __ _ W(A) lIle_ _ is not cammenced within sbcly (00) ...,. '"'"' issuodate '" (B) the building autlloIized is._ or aOandoned fer a _ at 120 dayL . It this permit..... a new I*I1il may be acquhd for a fee of one-haIf the amount nonnaIIy required. provided no Changes !'I8ve been or will be made in the original pianS and ~.. ind anv suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceedS one (1) year. fUll fees SibIl be paid for a new permit. No work of ..., manner shall be done !hilt will change ttt. natUIat 1'Icw of WlIt8r causing a dnIInllge pratMm. . ~!IlalInollIY"lIuiIclIng_-.y.Iour(24)haur3In_fer","-,,'andshalJ__ap_on__1leIare -_.. .-..._atllle/llO. . . The iauarIc8 of. permit or the Ippf'OV8I 01 drawings and .speQftcadal15 shaM not be construed to be a permit for. nor an approvat. of. any vio!atfon of the provisiOnS of1he arMY otberardlnlnc:e.lIw, rule or ragulaUan. i~ (6) .. (. ,.DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 11384 Date: 10/25/2000 Property Owner: Property Address: 4251 KIPLING ST Contractor License No.: 18745 Company: Westech Mechanical, Inc. Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 9860366 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements Of restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and Blaree to abide by all conditions printed on this application, and that I assume full responslbili for compli with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh ge 0 n . for work under l~iS :''l~L (OWNER)(CONTRACTOR) SIGNED DATE~ Total: $6,000.00 $125.25 $0.00 $90.00 $215.25 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: INSTALLATION OF 2 - 5 TON SPLIT COOLING ONLY UNITS BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval : Expiration Date: Approval: Expiration Date: Approval : (4] (5 (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the state of Colorado and to the Zoning Regulations and Buildin9. Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made In the origInal plans and specificatfons and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exCeeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases ofthe/l'Ob. The Issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the i1dlng codes or any other ordinance, law, rule or regulation. (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT Buil::l:1g Pe,,"71: i"-;~~=e" BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Da:e 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~T\ON Prcper:y Owner' Property Address '/l-ti"/ ,k/,/J.--//Y,f p".-; Contractor License No. : /13 7 tf'i' Company. ?"';~'i1b;!J- .A16/~/lI/t/1L- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Pncne I hereby certify that the, setback distances proposed by this permit application are accurate. and do not violate applicable ordInances. rules or regulations of the City of Wheat RIdge or co....enants, easements or restrictions of record: that all measurements Shown. and allegations made are accurate: that I have read and agree to abide by aU conditions pnnted on this acplication. and that I assume full responsibility for complian, with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge 0 . for work under thiS pe . ./ ""<<? /7 ~. IOWNER)(CONTRACTOR) SIGNED / :/?/ - DATE //7/ Phone(i,f) 7&--?J36b Construction Value: /- /J/J/"J b) CA/C/ Permit Fee' Use Tax' Totai: Use: Description. /.4IfJ/tw-!ir7pv t1/ z- ~ ?"~~ ;5//:-'0 C::t1tflk'ff~ ?'/Y'L.-( j/d//}, BUILDING DEPARTMENT USE ONLY ZC5I1lng'.4ommentii] Approval: Zoning: BiiIlClmg'..c_omments;l Approval: ~~or~\,;~!l'lm.ent!':j Approval: Occupancy: Walls: SIC: Sq. Ft . Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : /87 "'/ f Company. W e'i-rg;- C/I ftf CCII Expiration Date: /t';i7' ~ I Approval: Expiration Date: Approval: Expiration Date: Approval: ('I {21 (3) This permit was iSSUed in aa:ctdance with the provisions set 10M in yopur application and is subtect to the laws of tne Slate of Colorado and 10 the ZOning Regulations and Building Code oflNl'le.t Ridge. Colorado or any other. appllQble ordinances of.the City. _ _ _ . This permit shall expire it (A) the wofk aUltlonzed IS not.c:ommenC8d WlD'lln SIXty' (60) days from Issue dale or (B) the bUilding authonzed IS sus~nded or abandoned for a j)enod of 120 days. If thiS permit exl)Sres, I new penm may be acquired for a tee of One-hair the amount nonnaUy reQuired, provided no changes have been or Will be made in the onglnal plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes af. made or If SuspenSion or ~ban~onmenl exceeds one (1) year, full tees Shall be paid tor I new pemul No wort. of any rNIt.'1ner shall be done that will change the nalUral now or w~ter caUSing ~ drainage problem. Contractor shall notify the BUllding'lnlpeetOt twenty.tour (204) hOu~ in ~dvance tor IlItn5pecbons and shall receive wrinen approval on inspection card betore proceediing with suceeSS;ve phases of theloD, . The Issuance of a pemut or the IPpl'OYll 0 dtawtngs and Specifications shall not be constnJed to be a permit lor, nor an approval of, any Violation ot the provisions of the bUlldmg COdes or any otl'ter ordinance, law, rule or regulatIOn. 141 (5) (61 Chief Building Inspector 9-06-200 12,29PM FROM KDC ARCHITECTS ENGS 303 750 0236 P.1 --- . .... I ... I I ..11 I KDC Arohi\eQts Engineers PC 12250 E.lllill Ave Suite 302 Aurora, CO 80014 303.750.6999 FllX:3W.75O.0m .."......,....". ..''>:c-: ; . - ',., " -. "'~ ., ,~" FAX TRANSMITTAL Project Name: 4-r ~r . ~<? ?1i .( .e;~/ Ii .J~ . Date: 4Pf" (- To: Iff ~AAA. Lt/./t.~~i,l~ pZf~. $tftJ6f , t{w Project No. Fax Number: 1d1- Zf'f- Z$i1 . We are sending you ~ pages (including transmittal sheet) Description: dt 4r-rr rd""- Comments: //r:c ddd{1 7~/ ~/ d~ VA~A 0? ~/ ~.../ .ed ~&~df Original to follow by U.S. Mail CJ Yes )(NO Copies To: Via Via Via H:~_/fQrmi/t_xtran~.QOC 9-06-200 12,29PM FROM KDC ARCHITECTS ENGS 303 750 0236 P.2 Arr-l N~.' (\ - - - - - -' ----. - - - - ~-- ~- - - --- - ----- - -- - ---- - --- ---<< RR.;o - ~ Ie (j'p) /YJktg- fay tn505 [)'L4f $eCt10ll-4-25 ABSOLYTE lIP STATIONARY BATTERIES \(~ CAPACITIES: 10SAH to 4800AH @ 8 Hour Rate to 1.75 V.P.C. SEALED VALVE REGULATED 50A, 90A, "1ooA 20 YEAR LIFE EXPECTANCY Completely sealed valve rsgulateCl llallery incorporating GNa's patented" ABSOL YTe Tec/lIlOJogy. For: TelecomlT1lntCatlons Uninten'Uplible Power Systems Sw~chg9ar and Control Railroad Signal and Communication Cellular Radio Pl1olovollaic.s Wind Pow"r \ .' INNOVATIVE FEATURES $aaled Never rel11Jir9S watering Spiilproot lVld leakplool . RecombinatIOn enic1ency sreater than 99% eXDlOsiOn r&SiS\anl Operates at low imemal pressure Increased $afe:y Operates in horiZontal (preferred) or vertic:al position (50A, 90A only) Immobilized Electrolyte ExtenCled pallial Slare 01 charge opallllion Freezing ltlllltant Accepts nigh rate Charging No SClledu",d equaliZation requite<: Patented Hybrla AllOy Deep Cycle Capability., 200 CycleS @ 80% O.OD. @2S'C(7TF) Low seW diSCharge rail' Long Lite - 20 yeatS in float service Fully recyclable Modular Steel Tray Easy On-site assen'1ll1y C~II replaCement capallilily SlaCl<aOle - HoriZOnlal orientation Standard un~ meets use SeISmiC 20ne 4 requirsments TrallSllarent Module COVers Added safety Simple visual inspection Flame retardant -flJ $:. p"rMl 4.4Ct"i~Ol MAO.IN u.SA. cd W&:~:I;.i) 000G 81 '~"tj ~ ~~'\ ~e1~ .......c ct~L~OCt ; 'ON xtj~ CEll SPECIFICATIONS Container and Cover - polypropylene - standard llama retarOant - UL!!4 \/-0/28% LO.l. - OllIiOJlal Separator:; - spun glass. miCroporous mill"" Safety Vem - 414 mb (6 PSI), nominal. self.resealing (patented) Llle - 20 years ai.luU tloal at :l5OC (77"F) Float Voltage - 2.23.2.27 VPC @ 25"0 (77"F) Self Clscharge - 0.5 - , .0% per week IM.;....m @ 2S"C (n'f) Terminals - integral solid copper core poSll1ve Plate - patented MFX alloy Negati"" ~Iale - lead calcium .'i\\ ~:I R~eo C9'"~tlt 5I'll.l.t1 : ~ FROM KDC ARCHITECTS ENGS 303 750 0236 ~1\''2- 9-06-200 12,30PM /eeT. -28' 99!THUl 09 Ie TELC'M " serr BY: ~-t3-sa : " TEL:303 745 11151 II :;jU ;u."""'\O ~llc.lCr U.'~li ;I:..l...... .. ,-. Call Mnl1e\ El..droMe W9~ !:'le",","nly,e VcJ 50A~ 5QA-07 ~-n9 SQA-11 50.0.-., :; SOA-1!! pounciliiCed 3.582 5.051 6.537 1l.026 9.51S 11.00 t;lallol1sJCell 0.32&8 0.4634 o .51l58 0.7354 0.8730 1.0094 90~.05 9ll;l-.-O 7 90A~ &CA-1 \ 90,\.\3 90;>.-15 ~OA-17 eO^-19 9QA-21 90,0.-23 90"'--25 90'\-11 5_S~4 1I.~&5 Hl.BtI '.~.J2. 15.19 18.26 2.!l.73 23.20 2567 :OS.14 30.S1 ~.99 0.6426 C.7693 O. gS59 ,.2225 1.4490 1.5151 1.l1022 2.~2e9 2.3!!54 2.5819 2.8086 3.0259 ~,..id Wat ,:.~ , 1,- l} ",. f,~UJ ~U~ .,_~.V4'W~' - POLltlcWCall GallonslCell ~r.idVol , .4491 2.0558 ~.8606 3.2666 3..1!72t1 4.4778 A.407C 3.412.7 4.4180 5.4229 6.4278 7.4334 8.4S83 g.~ 10MeS 11.~34 12.491 13.~13 0.01161 0.1367. 0.1763 0.2165 0.2567 0.2968 0.1595 0.2262 0.2928 0.3564 C.~2tlO 0.4921 os59S 0.62.59 0.692$ 0.7591 o.a:2!\7 O.ll~ 100...,3 16.'4 ~.6643 7.~6 0..1893 1ao,l.-1~ 2O.1l7 1.$244 8.5364 0.585& 100A-17 23.81 2.1647 9.6911 0-,.423 10QA-19 2.6.65 2.0&4>41'0.8445 0.7187 1QOA.21 29.48 2.7050 11.9892 0.7953 1 0A-23 32." !l 1 13.1~ O.87~7 100A.2: 3~,1S 3.2254 1-4.3077 0.9<483 ',00.0.-27 37.&. 3A7511 15.41941 1.0219 1eOI>.-29 40.12 3.7362 16.5139 1.0985 l00A-31 43.!6 3.~ 17.7m 1.1749 100A-33 46.38 4.2566 1&.&624 1.2515 100p,.,JS 54.~ 4.992.8 22.1477 1.4e79 1ooA-45 e2..92 5.m1 25.8093 1.ea?! 1CQA-S1 71.43 6.5540 29.07S2 unos 1COA-S7 79.9-4 1.~4C 32.:335. 2.1~ ,00,Ul3 a8.45 &.1149 35.9975 2.3858 100A.89 58.95 e.saS2 3i.4591 2.6152 tOCA-75 105.46 a.57!!1 42.9230 2.W8 100A-81 113.86 10.4278 46.2578 3.065Il 100A.87 1:21.17 11.2081 49.7216 3.2954 10QA-93 130.51 11.9890 53.1n, 3.Q4Il lCOA.gg 139.16 12..7e99 56.6471 3.1544 fj~~" -5//I,...II~. /f/() 14",d,-slo-sJ,,1t IJ/....n) IN cdl ~ '1:1/s c "'jJTUyt,.{;1'I/ A 1,11 f;-;W- /'Y' c..'t.b1.I..,{ (/m",,;.6,(/~J ~"\CA'l$ t)( O.~.. fC.'!t...j \ ~e WdS~:~O ~ 8t .~~ ~l1'>'I-;>Vln '0-1 xtl.:l P.3 ';'1 '* SMIIH : l..f't)o4of '},;' DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 10835 7/12/2000 Property Owner: Property Address: 4251 KIPLING ST Contractor License No. : 20786 Company: Allcomm, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 860-0820 Phone: 462-1118 Construction Value: Permit Fee: Plan Review Fee: Use Tax : Total: $50,000.00 $644.25 $0.00 $750.00 $1,394.25 I hereby certify that the setbeck distences proposed by this permn application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and a~ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordlnences, for work un this permn. (OWNER)(CONTRACTOR) SIGNED ATE~r t' Use: Description: NEW TELECOMMUNICATIONS SITE BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : COMPLIES WITH ZONING CODE FOR CMRS FACILITIES 7/11/00 Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: X ~ e1--<-c- Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval : Expiration Date : Approval : Expiration Date: Approval: l~l (6) This permit was issued in accordance with the provisions set forth in yopur application and is subiect to the laws of the State of Colorado and to the Zoning Regulations and Building Code of VVheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorfzed Is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural now of water causin~ a drainage problem. Contractor shall notify the Building Inapector twenty-four (24) hours in advance for all Inspections and shall receive written approval on inspection card before proceedllng with successive phases of the lob. the Issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of th ilding codes r any other on:Ilnanoe, law, rule or regulation. (1) (2) (3) ,~ " spector , DEPARTMENT OF PLANNING"AND'DEVELOPMENT Building Permit Numoer:. IUD".... ." . BUILDING INSPECTION LINE _ 303.234.5933 '*I'i/,;..;I,(;;,~-;';'~1r'~I~i!;,.."\:l'~:~ii\;".;",;;l!;!'~,'"'''' CITY OF WHEAT RIDGE"~ c.". ""~W"Date: 7/1212000 1500 WEST 29TH AVENUe ...,~..~~:;t-"r~:1~}'i~~;t''-:'7::'! WHEAT RIDGE, CO 8~,~~~:~p03.235'2855)=r::la'.~",':,-C :!3? . I,;.' '" '~""""'i.'i'~<>':"'-''',,' . .;~',~"":<,,,,""""..4'~~' Property Owner: " ". Property Address: 4251 KIPLING ST ':"jl. Contractor license No. : 20786 . ',' Company: Allcomm. Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 860-0820 :'~ .. ~,:. ~~ .;,:"..~".:. . (,.. Phone: 462-1118 I hemy certify that the oett>acl< dlslal1GOS propOG8Cl by lhlo petroi! .0000icatlon a.. accuralll. and do not violate appliCable crdinances. rules or regulations of tn. t:ity of Wheat Riclge or covenants. easements or restrictions of record; thlt .U mePuren"l8nb shown, and aPegations made are accurate: that I have read and &9ree to ,bide bv all COndition. printed on this application, end that I assume full responsibilitY for compr18nce with the WhNt. fUdge Building Coda (U.B.C.) and all o1ller applicable Wheal Ridge ordlnan_, for wort< unde' this pennrt. Construction Value: Permit Fee : Plan RevieW Fee : Use Tax: $50,000.00 I $644.25 $0.00 $750.00 $1.394.25 (OWNER)(CONTRACTOR) SIGNED DATE Total: Use: ~,.." D~cription :. NEW TELECOMMUNICATIONS SITE ,."c" ;'!;":'~,!;~~,:z,/~' 001(. ~;'",..'/~~:~~~;-':~\'~}~~~~!"l':.v:~.,: BUILDING OEPARTMENT use ONLY . ""-",we,;; SIC ;..' Sq. Fl: COMPLIES WITH ZONING CODE FOR CMRS FACILITIES , --"7/11/00 14'1t~. . ;ce,(:'>~l::"'" ".: Approval: Occupancy: , _,,,, '"".';o::,,'~i~f~rf'.':-. '. ,.,~' :.':,0 :",... i':~...., ' , . Residential Units : '.'~"'.ill'~J".oJ' WallS: Roof: ,.'" Stories: ,.,ll:,,;:I..o Electrical License No : Company: )../1-51--/2. (;t.-&C/ d P.lumbing License No : . .i:eTpany. Ii/ / 4- ":.;.:C"o . ~plration Date: Approval: -' .~::<."t;:..' . .. Mechanical ,License No : ;. 'i;~~~:~mp~ny: J,J.ur/-<-1f -...;...~f'~Ai:;!\::~;,:)~/~~,y~~:,:.t:rr. r..1I' o~. ,. . "'~';'Expir8tion olite : APproval: n(6-cJf ~."; '~':'o Expiration Date : Approval: (1) w. "..mIt_I..ued;n _...._ "",,,-ions HI _ in YDPII"OJ>llIi<:otiM. end I. _lD lhA - 0Illl8..... 01 c_ encllolll8 Zoning ReguIatlor1a and Building COde of vvneat Ridgl!J, Colorado or any atMt 8PC)Ik:abI& ordinances of Ihc CitY. 0 (2) ",10 ~.... _" 00 "",_au"'_" nol~ _.... (ea) dayS"" I..... Clal. or (8) \h8 bu;Jding_ed i. .uopended or lIb8niIonedtorap0ri04o(1~dO'l'" .. . (51 IIll118 permit _"".. 0 n.... _ _ .. ....u,....tor o lee of _"" \h8 amount """"oily _. pnMdod nO changO> ..... -- or wIl" modo In \h8 original ph."a and o~.. and any __ '" _cion'"'...... nOl_ one (1) yeB'. .......0............ or 11 su.pen>iOll or _meM ._one (1) YO". ,ulll_.II8II" paIcltora_pennIl ('.) No wen of any manner &hall be doni that will cnange the natural flow of wMer causioo a dfainage problem. ( I Con..C\!ll"..... noIily ",._1110 1_ IWen\l'"..... (24) hou" in .dvo,OO ""0' lnopodlOM end"'""""'" wril\Wl appltlValOII in.pe<1iOIIamI-- oroceediinllwlll>_..._ofll>.l<>b. (8) Tlle.- _ora """",10''''0...,,,,,",01"0_''' .peeltIc81iOll. ,hall notbOconalnJedlabO. pom""or. noron_oI, ""yvlololio.o'",a ...~.\On. , m'''''f-ordln.....Iaw. nJlOO'_lation. Chief Buildi Inspector ~ /"I'~""!",,~ '":J'~;t~"'" .,. .. ...;.- ~, ,. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 10835 7/12/2000 Property Owner: Property Address: 4251 KIPLING ST Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 860-0820 Phone : I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and a9ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNE- J i-",~~ A n...t DATE 7-:z.J_tJ ~ ~ Total: $50,000.00 $644.25 $0.00 $1,250.00 $1,894.25 Construction Value : Permit Fee: Plan Review Fee: Use Tax: Use: Description: NEW TELECOMMUNICATIONS SITE BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : COMPLIES WITH ZONING CODE FOR CMRS FACILITIES 7/11/00 Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date : Approval: (1) This permit was issued in accordance with the provlslons set forth In yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and BulldinQ Code of Wheat Ridpe, Colorado or any other applicable ordinances of the City, (2) This permit shall expire If (A) the work authonzed is not commenced within sixty (60) days from Issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year, If changes are made or if suspension or abandonment exCeeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Insfector twenty-four (24) hours In advance for all inspections and shall receive written approval on Inspection card before frroce .. g9ffl'th su sive phases 0 th8/'Ob. (6) The' u ce It or the approvel 0 drawings end .pedfication. .he" not be con.trued to be a permit for. nor an approval or. any violation of the provision. b ct' . r any other ordinance, law. rule or regulation. Chie;BUilding~ Date: 10835 7/12/2000 OEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) V~WC ON"^! Building Permit Number: Property Owner: Property Address: 4251 KIPLING ST Contractor License No. : Phone: 860-0820 Company: 1,v\ (Iii-- J-r.." ~ l 0\\/ >, Q (."A OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable at R e ordi ncas, for work under this permit. (OWNER)(CONTRACTOR) SIGNED ! .~<i= DATE '? - 15- i,\ Totai: $50,000.00 $644.25 $0.00 $1,250.00 $1,894.25 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: NEW TELECOMMUNiCATIONS SITE BUILDING DEPARTMENT USE ONLY ....... Approval: MA 6/23/00 Zoning: C-1 SIC: Sq. Ft. : COMPLIES WITH ZONING CODE FOR CMRS FACILITIES ~ Approval: OK OM 7/11/00 ~., . .. . . Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electricai License No : 14~~jPIUmbing License No : Company: ~.. (! r Company: if"" Ci..4--C "--- (XL <> . Expiration Date: Approval: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approvai : (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building Inspector . '.. BUILDING PERMIT For\;ii~pi~ftbiit6i~':p~rmit'tmust b~ posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building permit in the City of Wheat Ridge, I do hereby agree to the tenns and conditions set forth below for ~ issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: 1. The completion and approval of final inspections and any necessary corrections of electrical, plwnbing, mechanical and framing systems. Inspections are performed by the Building Division. 2. The completion of site drainage/grading requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all residential and nonresidential projects with an approved final drainage report and plan, a letter of certification is required from the projects civil engineer of record. Inspection are performed by the Public Works Department. 3. The completion and acceptance by the City of Wheat Ridge of all required public improvements, or a Development Covenant may be processed in lieu of construction said improvements. The Public Works Department perfonns these inspections or provides the Development Covenant. 4. The completion of all required landscaping and related site improvements. Inspections are performed by the Planning and Zoning Division. All the above items must be completed and signed off by Planning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Uniform Building Code, Section 109) The City is not responsible for any real estate closings or other agreements concerning the property which may be affected by failure to compete the above items and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. Name (please print) (i2o d ~ ~ 'l'i-o C--- Signature:~ d~~r'-- Date: 1---t/-D..j -DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: JU fJ~ 7/1/00 APPL\Cf\TID N Property Owner: !JE-w Q.Lh.\i2. C(2."f: E/c / LLe '0.,-1 Property Address: if 2," (-elf' u ,Je,- <;f. LJ..JI;rlTlLlll cC Contractor License No, : lei PL /Ne- J'j. Phone: J of - ? (. 0 - <J 82--8 Company: ffTo-T $11" W((21cLeSl;" - /?.U{] I,J OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT suI,' ?8-1c cJ7);. Construction Value: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that aU measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whea~idge.J?rdinances, fO~ work under this P~m:it. (OWNER)(CONTRACTOR) SIGNED f U<< k3--",-,-1jL'J- DATE t. b.-Lv Permit Fee: Use Tax: - , ,; o{ 0?JV. -V Ie I.{C/7_) Total: Use: Description: P"?'t?~ cf ji>...0C""'A-.t<.k."C^'-f,-c1., C:le BUILDING DEPARTMENT USE ONLY [cm!i!9:2!!!!1!ll!l!..~~ C~\le.... ~/ 2.""''''0 ~ .\'0. t.M R.S ~\c-t~l2,: Approval: -M.A:.. i-/2-3/lSD Zoning: C-- \ ~!~~!!9;Q.ctDLrge~ ~ lJ1fJ- II; 1/ dO Approval: ' 0 '/' I. . ~e.!!..~~ml!J!IJJ!!5l . Approval: Occupancy: Walls: Roof: Stories: Electrical License No : Company: Plumbing License No : Company: Sq. Ft.: ~ ./ A""... ..<l REcEiVED \ d JUNO B ?r.OQ \-~:;;;\ " Mechanical Licen Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit Shall expire jf (A) the wone authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a.period of 120 days. If this permit expIres, a new pennlt may be acquired for a fee of one-nalf the amount normally required, provided no changes have been or will be made in tne angmal plans and Specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will Change the natural "ow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shaU receive written approval on inspection card before proceediing with successIVe phases of the job. The issuance pe it or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the buildi ny other ordinance, law, rule or regulation. (4) (5) (6) Chi .~ ....', :k;'~;:rf-: " ,j (,\ jf:"- _ / \ '!' :'t t<'_/~ j l:';,.c j" ~1:t~IJ' '.' ~. -'~:. '1., ",..\ ~,~,~J . . ,~,>. \ \, -- - - --. . ... . .... Job# 204064 05/17/00 38TH & KIPLING 4251 WHEAT RIDGE, CO. ~- -- - - -- - - --. . ... . .... Job# 204064 05/17/00 38TH & KIPLING 4251 WHEAT RIDGE, CO. The City of 7500 WEST 29TH AVENUE WHEAT RIDGE. CO 80215.6713 (303) 234.5900 ~heat GRidge City Admin_ Fax # 234-5924 Police Dept. Fax # 235-2949 June 23, 2000 WJE c/o John Reins __ I llJilliii!;i.Il.' tit"' ......lr r, FAX 303-423-9047 RE: Office space alterations for suite 310 Dear Mr. Reins, What you are proposing for suite 310 in order to provide the required second exit appears to be acceptable. Please submit 3 complete sets of plans stamped by an engineer or architect showing all proposed changes including electrical and wall details, door information, etc. Also include an original floor plan of the suite before the alterations that were done without a permit. I would also like to know who the contractors were who performed the work and when it was done. If you have any questions please contact me at 303-235-2853. Sincerely, w~ Darin Mgan Codes Administrator cc address files \) RECYCLED PAPER City of FaX ,^,h~C31: Ridge -rrc=lrlsrnittal 7500 West 29th Avenue Planning: Parks & Recreation: Public Works: Fax: DATE ~/23/u0 ( I :kj,~ trJ ;FE /2.e /n f Name: Organization: Fax: '12.3. - 10'-/7 Phone: . Wheat Ridge, CO 80215 Phone # (303) 235-2846 Phone # (303) 235-2877 Phone # (303) 235-2861 Phone # (303) 235-2857 12/7Irut-p~ Planning Ji Parks & Recreation 0 .5u/1e. ~t!J A-Jlv-a/-iD-"" s- 2- From: Dept: Subject: # of Pages: (Including cover page) Comments: Public Works 0 Original to follow in the mail DYes ANO HP OfficeJet Personal Printer/Fax/Copier Fax Log Report for DEVREVFAX 303 235 2857 Jun-23-00 07:23 AM Identification RlwII! fwI IDll lB!Il Ii!ll!l Duration DialfDostic 93034239047 OK 02 Sent Juo-23 07:21A 00:01 :21 002585030022 7.4.0 WJE Headquarters Northbrook, IL Offices Atlallta Aus/in Chicago Cle~'eland Dal/as Denver Detroit Honolulu Houston Memphis Minneapolis New York Princeton San Francisco Seattle Washington, DC Wiss, Janney, Elstner Associates, Inc. Engineers, Architects, Materials Scientists 4251 Kipling Street, Suite 310 Wheal Ridge, CO 80033 (303) 422.5404 fox, (303) 423-9047 hup://www.wje.com May 3~, 2000 Mr. Darin Morgan Codes Administrator The City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, Colorado 80215-6713 Re: WJE Office Space 4251 Kipling Street, Suite 310 Dear Mr. Morgan: As a follow-up to our discussions and your letter dated March 13, 2000, the property manager for our building has proposed the installation of a second exit for our office space as shown in the attached sketch. We would welcome your comments with respect to their proposal and whether it would satisfy the concerns that you had previously expressed. For your convenience, we have enclosed a copy of the letter that you issued in March on this subject. Your attention to this matter is certainly appreciated. Very truly yours, WISS, JANNEY, ELSTNER ASSOCIATES, INC. ~1?!~~ Branch Manager Attachments Tuesday, May 16. 2000 4:47 PM To: John Reins From: TENANT'S RESOURCE Page: 2 of 3 MAY-16-2000 TUE 04:27 PM AXIS COMMERCIAL REALTY FAX NO. 3037575121 P. 01 AXiS ~ f..ommerdal Rf:ah'yl Int.. May 16, 2000 Wayne: Per our conversation of last week, the accompanying floor plan indioates the solution of the second exil for Suite 310. The wea denoted with hashmlrks is the spaae currently oooupied by Martin/Martin. This space would need to be reli)'lquished by Martin/Martin and absorbed by Wiss Janney to accommodate the second exit requirement The amount of space in question is 154 square feet. The floor plan also denotes where the two doors would need to be installed. This information is provided so that you and your olient can proceed with discussions with Martin/Martin about this situation. Call me with any questions (3031757-2010). (Ju 1780 SOUTH BELlAIRt SIREH. SUITE 100 - DENV[R, COLORAIIO 80222 - FAX (Jm) 757-5121 . (>OJ) 757-2010 'Tuesday: May 16, 2000 4:47 PM MAY-16-2000 TUE 04:27 PM AXIS COMMERCIAL REALTY To: John Reins From: TENANT'S RESOURCE ~l:i ~ "'\Jl~ Q-Q --7\' 2 -. ('t n.. -U ., \.Q = Q) &::J _ \1) ~ ('\~ (). ~ l\l . Ul - () I :r. 1) - ~ o u:: C;t ..t. ~ ~ Q.. Q. -. .....- -' o :::s ~ 8 t-.: ;; .'::.l., , ~ 11 FAX NO. 3037575121 ''i ll> m ; lIt ['. -.~,.., -".,'" ~............."'~- .....- "] 'S~J~..:':.~").,'",,,,, ~..~~ '. . _.;. ,~,"''''''H''''- ~~ i :< I ~~ ~ ~~ ~ 4 rj ~. . ~ '. l: !i " II ;i ~~ l, -F , I;' -1'\ i ) . .....w-~.......,......_..' ;! .:.!. j , [, l! ~ ~ \ l,!~:' ___ ,_ __~"__~~;""~.dllriil;,m,,,;;n~d . - "'M"..;;;:ln;"H"'~" n ~".. ;ii I, ~ j;{ '/I ~, III ' 'J!" ~~' Ii ~ \: ~ '- j;: ~I . i ~l f~ ~ i ~, ;' 1 ';I .. l-"'~_ .~.~I._.~~. -,'.u;.; ," ~. r........ ~ - ..".. I.4,J I ~ ] \ ij ~ !'1 i\ ~ 1 ibf' ill: ! ~q 1\ _ .-$~ - .....-~.. j ;_;r?':~ j Jb---.... " ", " i; ,. l' I u ~- '_'-""1 ~L ..~j ',u-;;: .~~ ___-@ ~ 'j(~'\~ ," 't .7.;.... ~ :~1; ~/~ .... ~"':'~ .~~,".,.~~f4, {.. i\,-)~ l' '\ .~~ ..~.,~ 'J.; ~ l ~, , ! .~)..j. lv~ .J \. l ~"~."11' !1~~~:~::; i{:~;:'B';:C;' i ,}-........ ..' I , ....."....... I ~ i .. I ! '!""-::<"'l' t ;Vi~'~~: W. 1 , , , Page: 30f3 P. 02 ., ~"",.'~.w~_.... ~1 ~i ~~ .~I ~~ I H n "i .... ---. -t.- . ~. !! ~! ~~ "1 ~-l. ; .\~ ~, ~~ tr. ~,~i ... H II t H i~ ~~ ,. ~ " ~~. h ~~ ~~ ~" 11 , i! __m'-c.$-.. . e ~ ~ IiiIIJ ./ The City 01 iSC() \i'jE3T 29TH !;\jE~;UE ':j~.iE,~T i=iIDGE CC '3:-)],:']-,')::. ..~ (3C3) 23ct-5900 ~heat 'Ridge Cit'/ A,-J:Tl!ll Fox it 23LI"5'124 Police U&pt. Fax ;f 235-2949 March 13,2000 WJE Associates c/o John Reins 7851 S. Elati Street, Suite !OI Littleton, CO 80120 --------------------~--~ RE: 4251 Kivlin!!. Suite 310 Dear Mr. Reins, I have reviewed the faxed information dated March 7, 2000. The following information is needed in order to address the issues of remodel work without a building permit. I. The corridor/hallway exceeds dead end corridor requirements by exceeding 20 feet in length. 2. The solution to this issue would be to extend the existing corridor to the "workroom" so a second exit is provided due to occupant load. 3. Provide an existing floor plan new and existing to compare changes to floor plan. 4. Have owner provide a letter listing contractors used in the remodel. Please provide the following information in order for a building permit to be issued. Should you have any questions please contact me at 303-235-2853. Sincerely, cUff Darin Codes cc address file ,~ i"ECYCL.[O!):",'1PER WJE Wiss, Janney. Elstner Associates. Inc. 42~ I Kipling. Svite J 10, Wheal R;dge, CO aDOJJ (JOJ) 422-5<104 DENVER OFFICE LAYOUT 'i;~ .;r <{ ~ 1- U1 c.. --7 t o CO ~ ::Ii ::Ii -' W t... -' o in !.. l>.. o -' I- g ........ ::Ii 8 ~~ OCII ~:::; -" 7 ~ ~w a.~ ~::s u.: z o u o ":- ~~ ~l>.. J: w -... ,., ~ {! I~ ~tt, ;;l! ::Ii U l>.. < _ _ 0 ....", '-J::f o o c:: :J g ~ :s ~ ~::f ~ ~ ~\ 13~ "CD r-- l:) _ :s ....., .... -' a: o ..L:::l. '1 j <' F: 1 2 'J \f,,:l J '2 '2 Q '-. ... _ :r '2 ~ "2 q U ';( ~ ~ 1 1: ~ :z IlL 7~1 :! \, Q \.- III O 1!J J .. 01 ... lj- III a ~ o ~ V. \J 1 o 1 ~ ~ ~ 87w ;;cr:..: OWo: J:oo u~~ ~o:w a..a..z W\OE BY OAF CHECKED BY NA PROJECT NO. NA lD E ( >- c:: ~ lD :::; SHEET NO. 1 OF 1 OATE 12/1/99 FILENAJ,lE OFFICE tA'I'OUT.DWll , "0 - in z . I- ::> ~ :s w u G: l.J... o o::::w ~5 ZlIl Wo OZ U-e-fl ~ :\ ~ 3 DEPARTMENT OF PLANNING AND DEVELOPMENT " BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 10388 4/18/00 Property Owner: Property Address: 4251 KIPLING ST Contractor License No. : 20592 Company: Christensen & Griffith Construction Co. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 860-0828 Phone: 435-882-1529 Use: Total: $1,010.25 e"~ CoOqD' . "Pd 3-;;!()-<l: !J~5.94 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and 8!i!ree to abide by all conditions printed on this application, and that I assume full responslbili for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wffat dge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNE,9C,Y DATEfI":;?( -tV I .' t.,../ Outdoor equipment on ground and roof top antennas for ceilular site. Construction Value: Permit Fee: Plan Review Fee: Use Tax: Description: BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: MA Zoning: C-1 Equipment, coloring and screening must match photo simulations. OK Approval: OM Approval: Occupancy: Wails: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval : (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the taws of the State of Colorado and to the Zoning Regulations and Bul1din~ Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from Issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change tt1e natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours In advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the!Ob. (6) The issuance :Z.~PProval 0 draWings and specifications shall not be construed to be a permit for, nor an approval of, any Violation of the provisions of the b' / / I ~ ordonance. law. rule or regulation i,;' 'i."p':''-;::. ;.~HE{;T - ,,,. ;.'i.-.',} U:!.\! :",:h ,_..--_.".-.._.__..._-_.~ DEPARTMENT OF PLANNING AND DEVELOPMENT -BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: 8:) 3~~ Date: APPl\CF\l"ION Property owner:Ncw Clear Creek L.L. C. Property Address: 425/ Jl7lg"~t. h/hro1 Rtdat . Contractor License No. : IBD(J;..'a5 8(1)033 Company: US J;.,kSt iA h',i /r- S5 (It ht0 /-f ') OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone (3(3) 8/.d)- Oe, Z8 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge aT covenants, easements or restrictions of record: that all measurements shown, and allegatIons made are accurate: that J have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U Be) and all other applicable Wheat RIdge ordLOances. for work under this permit ,_""OO~"'m""""O rrp ~1 ~"3Ji3Iu U" Descnptlon. Du Idoor EBUPrT1-P/7. ()(7 ffCiLl7d o.nd . or cf.iLuJcu? /~I i -e- Phone C2J)5),~9X- 8LJY'-I Construction Value: dLJ; ;3) z, rye 3c; /..;)Y pc{ ~ <1...3; 3 u-<1.uC; Permit Fee: Z{JRP Use Tax: Total: roo;:: lop {2lrler/no S Walls: \~.~\,. ~, . 'r' I. Roof: c. . Sq.Ft.: <:;'i'"'-vl,,--\-I~ BUILDING DEPARTMENT Ustt. . . ,> ~W'1g}\Ool:!1m.~QJs:j E'I,v;f>~ c..,AO(W a.,..Q;LIe.e.r-'''''':livwtt Approval: ~A. '-\./11 /di3 ',- I.. '. . Zoning: C - \ . i cD 6uuolOg,uommems:JI ,//JJ1i .' ".. --.. - ~;;o~a'l: --- 6JL ~ l/r/If1\ '. p.:LI!L~~S;!<9mmegJ.S3 Approval: Occupancy: ,Stories: Residential Units: Plumbing License No : Company: Mechanicai License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Slate of Colorado and to the ~oning Regulatlons and Building Code of'vVheat Ridge, Colorado or any other_ acplicable ordinances of the City. thiS permit shall expire If (A) the work. autt10nzed IS not commenced wlti'lIn Sixty (60) days from issue date or (B) the building autt10rized is suspended or abandoned for a _period of 120 days. , ' ' _' If tt1IS permIt expires, a new perrl'llt may be acquIred for a fee of one-half the amount normally reqUIred, prOVided no changes have been or WIll be made In the onglnal plans and speCifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspenSion or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natural now of water causing a drainage prOblem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall recei'Je written approval on inspection card before proceediing with successive phases ot the/'Ob. _ ,.. . ' The issuance of a permit or the approval 0 drawmgs and specifications shall not be construed to be a permit for, nor an approval of. any vlolahon of the proVISions of the building co or n 0 er ordinance, law, rule or regulation. (1) (2) (3) L'~WEST OPERATIONS & ENGINEERING @' Wireless Communications - } 209014 4/7/00 DEN-387(2) CLEAR CREEK OFFICE PARK 4251 KIPLING STREET, WHEAT RIDGE CO 80033 PROPRIETARY Not for disclosure outside of U S WEST Communications Wireless Do not distribute or reproduce without permission from U S WEST Communications Wireless Wireless LIJ.WEST@ OPERATIONS & ENGINEERING Communications - 209014 4/7/00 DEN-387(2) CLEAR CREEK OFFICE PA 4251 KIPLING STREET, WHEAT RIDGE CO 80033 PROPRIETARY Not for disclosure outside ofU S WEST Communications Wireless Do not distribute or reproduce without permission from U S WEST Communications Wireless City of Wheat Ridge Planning and Development Department Memorandum -'.~\ '/IHE~r 1>, '-- 0 - " u c; C'OLOR p..\)O !'-i,LO\-e.. j<1'1f-,/>4C/1 ~d 3/2A/OU 8'30C.....~ 1. rP- 1.\\,,/00 2. &v rA '-\ir1/tP TO: Nicole @ US West Wireless Mary Austin, Planner -\"\.4 FROM: SUBJECT: Permit Application for 4251 Kipling St. DATE: March 20, 2000 The building permit application and site plan has been reviewed for compliance with the City's Code of Laws. Based on that review, I have the following comments: A requirement of the Code is that such facilities "be architecturally compatible with and colored to match the building or structure to which they are attached." Please submit photo simulations or architectural renderings illustrating how the antennas will be compatible with the structure. It is a requirement that all accessory buildings and equipment cabinets be totally screened from view. This screening, landscaping or exterior finish and color must be compatible with the existing character of the site. The ground equipment is shown as being enclosed by a 6' high cedar fence. This material does not appear to be compatible with the existing main structure. Please show this facility as it relates to the main building in a color photo simulation or architectural rendering. This concludes the comments as related to the zoning regulations. Be advised that there may be additional requirements from the City's Building Department and the Public Works Department. The City of 75CO WEST 29TH AVEf\lUE Ij./I-!EAT RIDGE. CO 30215-6713 (303) 234.5900 ~heat GRidge City Admin. Fax # 234-5924 Police Dept. Fax # 235-2949 March 13,2000 WJE Associates clo John Reins 7851 S. Elati Street, Suite 101 Littleton, CO 80120 RE: 4251 Kiolinl!. Suite 310 Dear Mr. Reins, I have reviewed the faxed information dated March 7, 2000. The following information is needed in order to address the issues of remodel work without a building permit. 1. The corridor/hallway exceeds dead end corridor requirements by exceeding 20 feet in length. 2. The solution to this issue would be to extend the existing corridor to the "workroom" so a second exit is provided due to occupant load. 3. Provide an existing floor plan new and existing to compare changes to floor plan. 4. Have owner provide a letter listing contractors used in the remodel. Please provide the following information in order for a building permit to be issued. Should you have any questions please contact me at 303-235-2853. cc address file U RECYCLED PAPER 3-07-200 12008PM FROM CONSTRUCT TECH LABS 3037309058 P.l WJE'. Wiss, Janney, Elstner Associates, In.c. Engineers, Architects, Material Scientists 7651 So. EI.ti St.. Su.te 101 Littleton. CO. 60120 (303) 730-9056 FA)( (300) 73(),9058 FAX TRANSMITTAL To: M~. PAeJl-l . Mora:;AJoJ From: ..J,,~..... ~Ij..)$ Company: kI~~ e<r:>:\~ Bu::>4. De.Pr" Date: ~/,Ioo Fax No.: ("!O<>~) 2.~S; - 2.~S; No. of Pages: 1... Phone No. ("$03) 2:.35 - 2.85~ WJE Number: 1"'01 Re: 42..5 ( ILIPl.-!N4 ~I '$V 1110- 510 Comments: ",-12-. ......e.;....iU h';;> ~E.Quc:s..-c:.1:> A"tTACf-l!:P 1:S T,",~ Ft..c,o(L p........., ~ c> At:/EA-;, , ~LJe.eov..>C>IIV" Ill- -- (jc.;>L oF-F-l<:.C. s;.P~t;; II'~ M-( ()""D~~"'l.)DI"';" 1l-U5;RE ,"> A D=iii:- c"':> il-lF- f:"'~l " . WI'-U--- oF- THe:. wo(Z.~ ~o..... THA:, "'A:!> &(';8-> "S>leP-.TeC'C-KEc:> c>va-. If you do not receive all of the pages, please contact: Sending Operator .J. ee.."" s Time Sent t'Z.:c:o '-'0"''''' 3-07-200 12,08PM WJE FROM CONSTRUCT TECH LABS 3037309058 Wiss. Janney. Elstner Associates, Inc. 42~1 Kipli"i. Suite JIO, W/ltol Riltg_. CO 8oo,)J (JOJ) .22-~O. OE:NVEIl OF'F'ICe: LAYOUT ~~ i. i 2 ~ ll. ~ 6 ~ ::Ii ::I ... l ~ ..J o GO b 'in - l ~ -' ~ 8 ~i ... OtD g ;.:::::; . r-1" ) i!:lo.I C1.~ C3~ ~ z o u o - ") '7 ~ ~~ s:c;: :I; w .. .... 01 ~ -it ~1~ ;;I' ::Ii ..... u < .... .... 0 ::i o o cr: :J ~ ;.: ~ ~ ~ ~ ~ w'-l~ I~s~ ./'l <0 " ~ 2 " .... ..J 2 o 'J ~ r- Ei 1 2- ~ ;r,,:J 1 oF. "2 Q '1 ~ ~ ~ ~ ';i R ~ .i 1....... .1 1 :1 '\ ~ e '" a ""3 ~. '! " ~ ~ j "2 i ~ 8t7~cr:>c ~~15 ~~~ Ct.Ct.Z Ml\DE BY OAf' ~H~r:.a:D Il'f NA PROJECT NO. 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FSI.,.i! \~,T:':""i we ,4(2.C 1712E.P/).e1iJt1 W _.v LCI-oSCI ((n, C D(F!(- S("r" ',.>' i\,.' .... (-,-- \'~'-' /II.."-'Q ;.:...r:,('_ C''-)/.X.:0:(2).) D ii-J-LI T,'-IC- LAC. f( dF ll.-JD CXi.~T :;:- fV\ /'),..'''-{ i.'o t,.~I., Pi2~(Ji"-.{ I S, c:= au ;'~".'TT r::f..J r~' '-r> ;V G'; L-C T Ai') 1:;~;' ltJ /:",(' c-~;.;: ;<J c: C {::!'" i"J ,A.~_ 1,_-- r:: (:!;- c !. -j" f..J "T ~..[ E 'F.~:; (2. () i""l (c~ v5E-- AA-J D The.. lJse or <::':, ,-~) . ,- _~ C-I)'_i\_C_ .,.-- .~ r/./,_ _~ t., l) i VI"' C ,'Ef--'>Af--)l.' ~ Dot.s C'i) fZ- "'....f"'.,\ ; ~ -- v.-~._I=- ({~);L>-:;;n' (Tu r:: 4. C(? ..,.C L_'<,--, '(}'e.'" ;':r (. (5 r:)( \ 7SulS "7 l) \(~ I t'~ ":) {jI)d I_! j~' (-r L c?J ,':c'c";'. \ rL _.-- ,....\.1 '-1 I! 'J rt l. ':'-? -p ,", ." r" L' .,.,'. ,. ..-1;:,...'/;""_' I ,~" ALLr. i',' r ~ ;-(:".> t.-' L r..~."'. l,) WJE Wiss, Janney, Elstner Asseciates, Inc. 4251 Kipling, Suile 310. Wheat Ridge, CO all33 (383) 422-5404 MADE BY DAf CHECKED BY NA DENVER OFFICE LAYOUT PROJECT NO. NA iD .... a. f- o o ::Ii lD E LL ~ --' ..., a. ::Ii ::Ii --' ~tj a.;;: ::IiLL wO . '" I ...... o W LL --' ..: 2 o U . '" I "... '" , I a <Xl 2 in a a 01 ~ I- :::J LL IU) 0 0 Uw --' f- --' W >- S2G: U 2 :5 <( Ir f- "- 2 W ::Ii 2 w U 0 t-' lD c:: 0 a. Ir>- w u... U Ir w 0 ~~ Ir OlD 0::: W ~:J I 13501:> W --' w 13 > I. .1 2:U) "... Wo '" 02 SHEET NO. 1 OF DATE 6/16/98 FILENAME OFFICE LAYOUT.DWl> 'I a in -DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 8923 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 5/18/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 4251 KIPLING ST Contractor License No. : 17787 Company: D & D Roofing Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 757-2010 Phone: 287-3043 (OWNER)(CONTRACTOR) SIGNED DATE Total: $34,896.00 $492.75 $0.00 $52344 $1,016.19 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: Remove existing PVC membrane, install new 1/2" wood fiber board over exist. ins. to remain, inst. 60 ml. carlisle loose laid, ballasted system, reusing existing gravel ballast BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: ....... Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceedi~'ng . . u . phases of the job. The issu ,a, r the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the bui 1'1 ,co s 11- '. aw, rule or regulation. (1) (2) (3) Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 0- -;K-77 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: NJ:.S co~ ~ Property Address: 4 Z-S" I 'l-L/I.J:NG '::>t-, Contractor License No. : 11 ~ '2:,7 Company: () 111 0 ~o f::J:Ntb I iJ:+l C 193'/0 E - l{q~ A-VE, LOI'I-\.~CE ~ CO 8bOz-z. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: (3<>3) 757- 2010 Phone: (303}Z'i57-30<l..J Construction Value :1' '3 'I J 'ri'lf.4- Permit Fee: 1Q;).)J Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsi 'lity for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W. t Ridge rdin s, f r w under this permit. (OWNER)(CONTRACTOR) SIG '--- DATE S-tg ..5), ~v!-- UP;, C, (lie.. >'">iWtt>1l;t-tJC- ~ p.;5.Tk-L- J4.w '/.,IA Description: tAtP-'>r:wo:;. :!>lsut~ "10 ~A5IJ, ;>N~T7<<<. U<i IM.U.- 6MMtSmJ 5~.s.~ -~~ UUT.:uJ€> 0~~ BUILDING DEPARTMENT USE ONLY Total: (#IJeI'iJ U6U<- 13c.>AM 0lIC< ~L{; Cft13E I..k.?UJ 6~T, ZoriiJ1lnC.bmt1!8n~~ Approval: Zoning: BHil(fJ.j'fg!~[o..::l1'fii(~ Approval: 1':1l151~!l!l!mfJ!!(SJ! Approval: SIC: Sq. Ft.: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: E ~!~I!.f.:~ Expiration Date: Approval: 1I1~!l@.'~!@~ Expiration Date: Approval: 1m sg!~ijl!Alll~ (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of VVheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authonzed is not commenced WIthin SIXty (60) days from issue dale or (8) the building authorized is suspended or abandoned for a period of 120 days. " . If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made In the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causin~ a drainage problem. Contractor shall notify the Building Inspector t..venty.four (24) hours In advance for all Inspections and shall receive written approval on inspection card before proceediing with successive phases of the/-Ob. The issuance of a permit or the approval 0 drawings and specifications shall nol be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ?1 ) c.= ,)J= J S]-<(;/S"N !~ccr::crated 2800 North Centr"d ,J.,ve:oue $ui:e f2ee ?hoer.ix. Arizona 85004 J 602.255.2200 Q602.265.2244 sm~~;;;~~~ ),,] Solutions for the natural ilnd built environment Ann Arbor Chicago Detroit Madison ivlanila Pnoenix Sao Paulo WashingwnDC MEETING MINUTES /lJdre~~ /-!~ Pain Centers of America Wheat Ridge, Colorado SHG/SW Project No. 19219.00 Date: July 21,1998 Gis! ~;;Ijn;r~ Location: Wheat Ridge Fire District Time: Aftemoon Present: ...-nave Roberts Lynn Brown Connie Hampton Robert Aitken Wheat Ridge Fire Marshall PCOA PCOA SHG/SW Discussion: 1. 2. 3. Rob received the C.D. plan for the second floor space. Insure there is adjacent space for refuge areas. The elevator is acceptable as long as it is ADA approved. Rob will forward technical data sheet to both Dave Roberts and Lynn Brown from Dover clarifying this. Currently the building is planned to be sprinkled, as it currently does not have a 1,1,1, assembly rating. Earlier today various options were discussed with the building owner and it appears sprinkling in lieu of sprayed or fire proofing, or drywall protection will be the most economical and practical way to insure the building meets current code. Dave Roberts mentioned that due to the second floor now being occupied and with recent UBC revisions for B occupancies. the first level tenant would require one-hour fire protection for wall, ceiling and floor assemblies. Otherwise he would fall into an F occupancy. Once the fire sprinkling shop drawings are received, SHG/SW will forward 5 sets for review to Dave Roberts. Sealed Contract Documents will be sent overnight this Wednesday to Dave Roberts for review and it is anticipated it will take two weeks for review. Adequate parking spaces need to be clearly indicated on the Contract Documents. The elevator controls must be configured such that in the event the building goes into alarm, the cab reports to the second level, allowing the public who cannot utilize the stair exits, to use the elevator. This will be incorporated into the Contract Documents. 4. 5. 6. 7. 8. 9. Recipients of these project-meeting minutes are asked to advise the writer of any errors and/or omissions; otherwise, these minutes will be presumed correct. Submitted by: SHG/SW INCORPORATED ~ Robert M. Aitken, AlA Healthcare Studio Director RMA,km J:\ 19219\mm\072198 CC: All attendees Bob Zarlengo Christy Sensharma SHG SHG/SW Incorporated 2800 North Centra! Avenue Su ite 1 200 Phoenix, Arizona 85004 )602.265.2200 [%02.265.2244 SmithGrO~ III Company Solutions for the natural and built environment Ann Arbor Chicago Detroit Madison Manila Phoenix Sao Paulo Washington DC July 30, 1998 Wheat Ridge Fire District Dave Roberts, Fire Marshall 3880 Upham Wheat Ridge, Co 80033 RE: ~~ (lI1\meQ:a ....m_;J~ SHG Project No. 19219.00 Dear Dave: Please find the following: ,,~ One copy of the page out of the Federal Register for the America with Disabilities Act showing the minimum acceptable dimensions for elevator cars. One copy of the cut sheet for the Dover Fleetwood 21 Elevator, which is installed in the Caruso Kitchen Design Building. Please note that the dimensions on the cut sheet correspond to the dimensions from the Federal Register ADA book. It is our understanding that the elevator controls and indicators follow the guidelines set forth in the Federal Register ADA book as well. Sincerely, SHG/SW, INCORPORATED ~ Robert M. Aitken, AlA Healthcare Studio Director RMA:km j:/corlbidinv.doc Cc: Lynn Brown Bob Zarlengo ne~hYoGd 21 CAPACITY: 02100 illS (950 Kg) o ~~ ~~ <~ ~ q.~ <0;::' ~ ~ f?i:i5 ~o ~~ <'" 3:'" z '" ~~ .' ~ ~~ 5' (127) o ~~ ~~ ~~ ~ epfB . ~ ~'=- ~ 0= ~~ ~o ~~ <'" 3:'" z '" ~~ . ~ ~ - 5' (127)1 HOISTWAY PLAN I o RIGHT HAIIO ~~ ",,0 ~Ci5 ::> (,;l~ 5'.9' CLEAR (1727) INSIDE SPEEDS: IcomNTIONAL o 80 fPM (0.4 MIS) o 100 FPM 10.5 MiS) o 125 FPM (US MIS) o 150 FPM (0.75 MIS) 0175 fPM (0.9 MIS) 0200 FPM (1.0 MlSI c: ~~ <0 ~cn. o.~ ;;;- m ~, c: ~ HOLELESS o 80 FPM (0.4 MiS) o 100 FPM 10.5 MIS) o 125 FPM (US MIS) o 150 FPM (0.75 AIlS) 5' (127) .;;;- ~..~ "'":::,. 3'.5' 3'-()" CLEAR (1041) (914) OPENING 7'-4' WALL TO (2235) WALL CiLIn HANO . , 5'-8' CLEAR (1727) INSIDE ::> 3'-{]' CLEAR 3'.5' (914) OPENING (1041) 7'.4' WALL TO (2235) WAtJ. rF1 --:f1:---F2 ~ ~~ ~~g~ :::j<tClI..U <eS=lJ.J:r 3: "'~ . ~ z ~~~~ a;) 0 . I- , N ~ <O-M:;;," ON "7"~ 5'.8" CLEAR (1727) iNSIDE ~~ ",,0 :~ Ci5 ~ 0 ~ c: ~~. -0 ~~ ";"~.', '" 5' (127) 3'.5' (1040) 3'.0' CLEAR (914) OPENING 7'-4' WAlL TO (2235) WALL 5' (127) ~ ~~ ~o; o ;;)0 1--'8~ :j~:I:u) ~s=~~ ~_~o <"').......,.1- te:2M<e ~~~~ "'- c: 5' (127) 3'.5' LOADS ON CAR RAIL CONVENTIONAL 19'.8'(5995) MAX. SPACiNG ON RAIL 8RACKET SUPPORTS 275 LBS (125 Kg) lB5 LBS (B4 Kg) 205 LBS (93 Kg) f1 F2 (PlAH 11 F2 (PlAH 2) NOLILISS 15'.0' (4572) MAX. SPACING ON RAIL BRACKET SUPPORTS 245LBS (112 Kg) 3B5 LBS (175 Kg) 440 LBS (200 Kg) FOR MULTIPLE E..EVATORS: Add 4" (100) for a divider beam between hoistways. NOTE: All dimensions in parentheses are in millimete~ unless olherwise indicated. Dimensional data shown here comply with the ASMEAI7.1 and CSA B44 Safety Code for Elevators. Local codes may vary from the narional code. Consult your local Dover representative for details. Bracket spacing ba.'led on Class A passellger loading for Plan 2 designs. 35640 Federal Register I Vol. 56. No. 144 I Friday, July 26, 19911 Rules and Regulations 4.10.12 Car Ccnb1lls .. _."table 80 min~0~ Sll I CD 13 ... .. I 2030 i c " 0 " '0 I .. . i CD . .5 i ~' ~ . ." ~ ~ Ii: ;;; .. . S :2.. ~ ~ . on . . =.... "& ~, 2 :-~ 1 'i- ~ 0 = . . . '. 12 .. " .. 36 mJn 0 distance in feet 915 flg. 21 (a) Graph of TImIng Equation I 68mio--;::= ~l..;;:.,:J I wtthIn reach of controls. and exlt from the car. ~ Acceptable door opening and inside dJmens10ns ~ " 1 . _ Eo shall be as shown In f!g. 22. The clearance _ t7 '''':;; ~ ;;ll; between the car })latfOIm ~.J''!.(t.tb~ edl!e of "l " ~~"nillT1&.-sha)1 be no greater than ' l !-1/4ln(32 mm). 4.10.10 nocr Smfacu. FIoor smfaces shall comply with 4.5. II II 4.10.11 m.....h'''t1on LeYeJa. The leve1 of I 36min I 91S Illumlnallon at the car controls. platform. and (b) car threshold and landing sill shall be at least ~22 5 footcandles (53.8 lux!. Minimum DImensions of Elevator Cars 4.10.12" Car Controls. Elevator control panels shall have the foUow1ng features: (1) Buttons. All control buttons shaD be at permanently attached. are an acceptable least 314 In (19 mmJ In thelr smallest d1men- means to provide ralsed control deslgnallons. slon. They shaH be raised or flush. Floor buttons shall be provlded wtth visual Indlcators to show when each callIS reg!slered. (2) Tactlle. Braille. and Visual Control Ind1- The vlSualln"""'tnrs shal1 be atIngulshed cators. All control buttons shaD be designated when each caD IS answered. by Bra1I1e and by raised standard alphabet" characters for letters. arabic characters for (3) Height. All floor buttons shaD be no numerals. or standard symbols as shown In hlgber than 54 In (1370 mm) above the.ftnJsh Fig. 23(a). and as requlred In ASMEAl7.1-1990. floor far SIde approach and 48 In (1220 mmJ RaIsed and Braille char.1cters and symbols far .frorU approadt. Emergency controls. lnclud. " shall comply with 4.30. The call button for the Ing the emergency alarm and emergency stop. main entry floor shaD be designated by a ratsed shaD be grouped at the bottom of the panel star at the left of the floor destgnallon (see Fig. and shall have their center1lnes no less than 23(a)). All raised deslgnallons for control but- 35 In (890 mm) above the finlsh floor (see Fig. tons shaD be placed immediately to the left of' 23(a) and (bll. the button to which they apply. Applied plates. 34 1 . II:: j 11= I r- ..... c c [: t: [: I;: II: r ~ r- '- t:"- >>.;.... t It t: t r- ~-;- ~ ~'-I 1_ 1==-4ii ~ 1-4iiiI ~~ I1-E ENaINEE~. INC. 4251 ~~ ~400 0..-. eo. g0033 G03} 4Z1~5 Jog I );!'\ \ Ii): SHEEr NO. eAl.CIJlATEn fN C!HEl!XEn fN .\,' , -," {."Ii ,I ( , I 1[\( , \ /"u, ( i-~~ Of llATE llATE M-~ o-rf',~ 1:::M\l.-eH~:v-,. ~\ ~3 '"'Y!r i(, ~L 1),.\ \>- W..:...""f,\.\...o~ \~(.-l-(j A-A hu:",,~\,O-:" )NIJ-"\O~:::' ; (i)t:M\,---t)\~y O,,~~~ : .. ~...\jf>.l-\A~ · S,~':\b]>">~ G""P.J>,~''St.N ."10. 'E-leeLA eN 4"D\l-. CV.kM)CA,\.L",v...---rIt;<N.. O\S\f\,,-r ill 4t.{)~\.-trr,~\'l\\>V'.'-'S. . .. . ':'" \\\\"'UUlb'liI(J'; ~ '. ,,"\\\'n.~Q R~'~'.:';~'h. . . ~v.'f::jT'<r,.".._,.,...")'",". ~:ro.."\,; .....,.p,~".~ I/>'?r;~ .~tS.,~;\2.:~ ",.'" <;".;:.. .. :H-' ~."~~- . ',I/~/.;":-<'.J'"* .:t ..~ . ,.<",1:;... ;; ::!!' ,'-::~:":\' ...~. '.. . . .v.. ,. ,,' ~> '4'0""',: '-. ,~. 'I"" \O~.. ' ,,\... ," ~" .' .,.,o.,}.: · ~ "1',{' · 0 "'." , Q.";" . y.(\: ~ . ,~ ,~-4I:. .. _': , , , , . ........:,~'.~. ?:.",. . '(C'S'ro ..... ....' if,~ .,--.-: "'~ uIONA' L <1;\"'.1,.$" , . ~/)'.,~ t... ''l.'~;~' . , .,.:'t"'lllitll\l\\\\\I", ,'. " , . '-:I) 'ie>=" '. (..-i // .!.--". /. !L,..) k-E ENqlNEErJ. INC!. 4251 ~S;,u;t s..::t.400 D-<., c.. goon (Wi 421-"5> R,..,Vf:>.I;...,.i~~-..,\.. JOT: fJI-E O\'"':" \ "->.:L SJ/EEf NO. OF (!/ItaJ/lrrf!) 1N ...J.,; -=- MTE \ \"'!" \ 0 C> Cf/El!KEn 1N MTE co, ,(,)~C~ '. ..~.~:.....:., . ... . . . . .. ." . . '". ... ',' . .. ~ . . . . ..R.~~.t.'?. 1:l>:u.;: ... Q;9;,.~..j A .9, 9'?:/,.,o ... . . .. .. .. . ...... r .. "<:v~~~~ UN~'!9\TI~vP:~JLL... .... . . . . .................. .. ... ....... ............. ... . ..' . . R . . .~. . . . . .. .::2.1,. O"'l...,. ..\,\... .o.(c~ ..' . . . . ............ . .. · .c'o..Q$"~. v .......... . . , ......,~W~i-,~C...."..,..~:. .........R~4IL1:: ..' ................. .. ...:~t\J:" Q, ~z.,U.v~.\~,;: 3,)tc~~ . . .... . . ... . . . ~. . . .. ............ -- . .. . - ..... . .... . .. .... , . . .. . . . -.. . . ..... .'~~~ol..~...(~~~\r;:/)r:fb~).;..) ~~:. ........... "r.O.4>.;.,,,J,"'.lL.,--:1 ,,;/'/;....... . .... ..... . .......... . . .... .' . . . . . . . . . . .,..~:..t;"T .... ... . o..q~?......O,O~....'...... .... . . ..... ...:.....; ...,...., ...;....:.....:.....;..... ........ R:.. 15,~. .Q\!~LI. .... ):.. .M:: ........... ..... ........'.. ('~, . ~. ,~, () (' . ), ,.,v ENERGY GUIDELINES FOR COMMERCIAL AND mGH-RISE RESlDEN'I1AL BUILDINGS IN COLORADO Climate Region 1 I I I I I I I I I I I I , I I I . I I [I Table 301.1 Exterior Desim Conditions . Wmter design Dry Bulb: minus S"F; HDD6S: 6083 Summer Des;- n,.." Bulb: 91 "II; Mean Coincident Wet Bulb: S9OF; CDD6S: 567 Annual Ooeratinsz Hours, 8 AM - 4 PM when SS"F<=T<=69"F: 739 . TABLE 402.3.l(A) MAX. THERMAL TRANSMI1TANCE (U) Roof 0.056 Adjacent to Wlconditioned space 0.138 .. Floor over Wlconditioned space . 0.055 TABLE 402.3. 1 (B) MAX. EXEMPT SKYLIGHT AREA AS % OF ROOF AREA . Visible Light Light level Range ofLimtinl Power Densities TI"'"<m;ttJmee NLTI Ft Catldles <1.00 1.00 - 1.50 1.51 - 2.00 >2.00 30 2.3 3.4 4.5 5.6 0.75 SO 2.5 4.0 5.5 7.0 70 2.8 4.6 6.4 8.2 30 3.6 5.1 6.6 8.1 0.50 .. SO 3.9 6.0 .8.1 10.2 . 70 4.2 6.9 9.6 12.3 TABLE 402.3.2 MINIMUM THERMAL RESISTANCE (R-VALUE) Slab on grade: Unheated/ Heated: 24 inches 36 inches 48 inches Horizontal R-161R-18 R-14/R-16 R-ll/R-13 Vertieal R-8/R-I0 R-6/R-8 R-4/R-6 Wall below szrade: R-9 TABLE402.4.1.I MAX. WALL THERMAL TRANSMI1TANCElUow) Insulation Position ILD Ran2e WWR HC Ranl!e lnteriorlIntel!ral Exterior All o to 100 0.0 - 4.9 0.086 0.086 5.0 - 9.9 0.092 0.123 20 10.0 - )4.9 0.105 0.147 0.00 to 1.50. 15.0 0.116 0.154 5.0 - 9.9 0.091 0.117 63 10.0 - 14.9 0.102 0.137 15.0 0.110 0.143 5.0 - 9.9 0.094 0.134 18 10.0 - 14.9 0.110 0.165 1.51 to 3.00 15.0 0.127 0.176 5.0 - 9.9 0.092 0.122 66 10.0 - 14.9 0.104 0.145 15.0 0.115 0.153 5.0 - 9.9 0.094 0.136 16 10.0 - 14.9 0.112 0.170 3.01 to 3.50 15.0 0.130 0.182 5.0 - 9.9 0.092 0.123 .. 65 10.0 - 14.9 . 0.104 0.147 15.0 0.115 0.155 4-20 I I .',...-,~ I I . . . . . 1IIc- .; 'J ~ . .. rl It. . \ l- I ~ i L. , ~,. 1,'_3 . --,-", I U ; ~, ENERGY GUIDELINES FOR COMMERClALAND mGH-RISE RESIDENTIAL BUILDINGS IN COLORADO Climate Re2ion 1 TABLE 402.4.1.2 MAXIMUM WINDOW WALL RATIO Fenestration U-Factor fUof) Internal Projection Shading Base case PerimeterDaiiEhtili2 Load , Factor Coefficient VL T>=SC Density (PF) (SCx) 0.68 0.45 0.38 0.68 0.45 0.38 (ILD) Range Range to to to to to to RanEe. 0.46 0.39 0 0.46 0 0 1.00 - 0.72 20 23 24 21 2S 26 0.71 - 0.61 23 27 29 24 2~. 31 0.00- 0.60 - 0.51 2S 31 33 26 33 35 , 0.25 0.50-0.39 28 35 38, 28 37 40 0.38-0.26 31 41 45 31 42 48 0.25 - 0.00 34 49 57 34 50 58 I , " 1.00 - 0.72 27 33 35 28 35 38 0.0<l- " 0.26- 0.71 - 0.61 29 38 40 30 40 44 1.50, 0.50 0.60 - 0.51 31 42 45 32 43 49 0.50-0.39 33 46 51 ' 33 47 54 0.38 - 0.00 35 51 59 35 52 60 1.00 - 0.72 31 41 44 32 43 48 0.50+ 0.71-0.61 34 46 , 51 34 47 54 0.60 - 0.51 35 49 56 35 51 59 0.50 - 0.00 36 53 61 36 54 63 1.00 - 0.72 18 19 20 22 2S 27 0.71- 0.61' 20 23 24 2S 29 32 0.00- 0.60- 0.51 23 26 28 27 33 36 0.25 0.50 - 0.39 . 26 30 32 29 38 42 0.38 - 0.26 29 37 40 33 44 50 0.25 - 0.00 35 47 52 37 53 62 1.00 - 0.72 24 27 28 28 35 38 1.51- ' 0.26- 0.71 - 0.61 27 32 34 ' 31 40 45 3.00 0.50 0.60 - 0.51 29 36 38 33 44 50 0.50-0.39 32 41 :44/ 35 48 56 '---' 0.38 - 0.00 35 47 52 37 54 64 1.00 - 0.72 28 35 36 33 43 , 49 0.50+ ' 0.71 - 0.61 .31 40 43 35 48 56 0.60 - 0.51 34 44 48 36 52 61 0.50 - 0.00 36 49 ,54 38 55 66 , 1.00 - 0.72 , 16 17 17 21 24 26 , 0.71 - 0.61 , 18 20 21 24 28 31 0.00- 0.60 - 0.51 21 23 24, 26 32 36 0.25 0.50-0.39 23 27 28 29 36 41 0.38 - 0.26 27 33 35 32 43 49 , 0.25 - 0.00 33 43 47 36 51 61 ,.' 1.00 - 0.72 21 24 2S 27 34 37 3.01- 0.26- 0.71- 0.61 24 28 30 30 39 44 3.50 0.50 0.60 - 0.51 27 32 34 32 42 49 0.50 - 0.39 29 36 39 34 47 55 0.38 - 0.00 33 43 47 36 52 63 " 1.00 - 0.72 ' , 26 31 32 32 42 48 0.50+ 0.71 - 0.61 29 35 38 34 46 54 0.60 - 0.51 31 39 43 35 50 60 0.50 - 0.00 33 44 48 37 53 65 4-21 ) () ~~~ TRACE@ Load 700 version 3.0 By M-E Engineers, Inc. .,.iijiiiL. ".ti1....:IJE\'''-'' .. "'....",>,; >>,.--,. .~ .~ i ~ .... ..-.....- -- - .... ~ o \,~~.l Our House G:IME_ OfficeIMECHILoadslofficeB _window2.lds Across the Street the Outcome Project Name Dataset Name: Location: Building Owner: Allen Program User: Depends on Company: M-E Comments: Oh boy! Summer Design Dry Bulb: 91 OF Summer Design Wet Bulb: 59 OF Winter Design Dry Bulb: -5 OF Summer Clearness Number: 1.10 Winter Clearness Number: 1.05 Summer Ground Reflectance: 0.20 Winter Ground Reflectance: 0.20 Location: Denver, Coiorado Latitude: 39.0 deg Longitude: 104.0 deg Time Zone: 7 Elevation: 5,283 ft Barometric Pressure: 24.4 in. Hg Air Density: 0.0619 Ib/cu ft Air Specific Heat: 0.2444 Btunb"F Density-Specific Heat Product: 0.9079 Btuth.cfm.oF Latent Heat Factor: 3,996.4 Btu.minth.cu ft Enthalpy Factor: 3.7141 Ib'min/hr'cu ft December January through TETD-TA1 UATD Design Simulation Period: Cooling Load Methodology: Heating Load Methodology: 2.06 PM on 01/03/2000 TRACE@Load 700 v3.0 calculated at Our House G:\ME_ Office\MECH\Loads\officeB _window2.lds Project Name: Dataset Name: G (~ " ""~ <L~ j' SYSTEM SUMMARY DESIGN AIRFLOW QUANTITIES By M-E Engineers, Inc. MAIN SYSTEM Auxiliary System Room Outside Cooling Heating Return Exhaust Supply Exhaust Airflow Airflow Airflow Airflow Airflow Airflow Airflow System Description System Type cfm cfm elm elm elm cfm elm - - - System. 001 VAV w/Baseboard Heating 2,034 19.197 0 20,095 19.197 0 0 .-.---. ---- -. -_.-. - ,--- -..-.-- Totals 2,034 19,197 0 20,095 19,197 0 0 _._-~-"-----'----- - - -- - -- Note: Airflows on this report are not additive because they are each taken at the time of their respective peaks. To view the balanced system design airflows, see the appropriate Checks urns report (Airflows section). For more information about this report. see the Output Interpretation Manual. --...- --.-- _._,,-. _._---- Project Name: Our House TRACE@Load 700 v3.0 calculated at 12:06 PM on 01103/2000 Dataset Name: G:\ME_ Office\MECH\Loads\officeB_window2.lds (~ . :'-:1" SYSTEM SUMMARY DESIGN CAPACITY QUANTITIES Inc. By M-E Engineers, Heating Totals Btulh Optional Venl Capacity Btulh HEATING Humidification Capacity Btulh Reheat Capacity Btuth Preheat Capactty Btulh Auxiliary System Capacity Btulh Main System Capacity Btu/h COOLlNG.-------- Cooling Totals ton Optional Ven! Capacity ton Auxiliary System Capacity ton Main System Capacity ton -389,293 ---.....- -389,293 o o o o -31,428 -31,428 -107.101 - -107,101 o o -282.192 -- -282,192 38.3 38.3 0.0 0.0 0.0 0.0 38.3 38.3 System Type VAV w/Baseboard Heating System Description 001 System Totals 2:08 PM on 01/03/2000 TRACE@ Load 700 v3.0 calculated at . The building peaked at hour 16 month 7 with a capacity of 38 ton OUf House G:\ME_ Office\MECH\Loads\officeB_window2.lds Project Name: Dataset Name" HEATING COIL SELECTION Capacity Coil Airfl Ent Lvg MBh cfm 'F 'F -282.2 0 0.0 0.0 0.0 0 0.0 0.0 -107.1 2.034 -5.0 53.0 -31.4 2,034 53.0 68.0 0.0 0 0.0 0.0 0.0 0 0.0 00 -389.3 --... ) ..1 VAV w/Saseboard Heating TEMPERATURES Clg Htg SADB 53.0 68.1 Plenum 73.4 61.2 Return 73.4 61.2 RelIOA 75.2 -5.0 Fn MtrTD 0.2 0.0 Fn BldTD 0.4 0.0 Fn Friel 1.1 0.0 AIRFLOWS Cooling Heating Vent 2,034 2,034 Infll 898 898 Supply 19,197 0 Mlnclm 2,034 2,034 Return 20,095 0 Exhaust 2,932 0 Rm Exh 0 0 Auxil 0 0 ENGINEERING CKS Cooling Heating %OA 10.6 0.0 clm/lt' 1.08 0.00 efm/ton 500.65 It'lton 464.07 Btu/hr.ft2 25.86 -21.88 No. People 102 CJ'.' , ':..:' '-.;'-' System Checksums By M-E Engineers, Inc. "": (~,j) Htg Htg leat ~at lidif Vent 001 COOLING COIL PEAK : CLG SPACE PEAK: HEATING COIL PEAK Peaked at Time: Mo/Hr: 7/16 , Mo/Hr: 7/16 , MolHr: 13/1 Outside Air: OADBNVB/HR: 90 I 59 I 41 , OADB: 90 , OADB: -5 , , , , Space RelAir RetAir Net Percent : Space Percent : Space Peak Coli Peak Percent Sens. + Lal Sensible Latent Total Of Total ' Sensible OITotal ' Space Sens Tot Sens OITotal Blu/h Blu/h Blu/h Blu/h (%) : Blu/h (%) : Blu/h Blu/h (%) Envelope Loads , , Skylile Solr 0 0 0 0.00 : 0 0.00 I 0 0 0.00 Skylile Cond 0 0 0 0.00 ' 0 0.00 0 0 0.00 Roof Cond 0 50,620 50,620 11.00 : 0 0.00 0 -36.833 9.46 Glass Solar 104,663 0 104,663 22.75 ' 104,663 31.33 0 0 0.00 , Glass Cond 20.022 0 20.022 4.35 I 20.022 5.99 -85,469 -85,469 21.95 Wall Cond 9,847 6.172 16.019 3.48 : 9,847 2.95 -16.330 -25,432 6.53 Partition 0 0 0.00 I 0 0.00 0 0 0.00 Exposed Floor 2,908 2,908 0.63 : 2,908 0.87 -42,383 -42,383 10.89 Infiltration 11,449 11,449 2.49 I 14.207 4.25 -60,648 -60.848 15.58 Sub Total ==> 148,889 56,792 205.681 ,44.70 : 151,647 45.39 , -204,829 -250,764 64.42 Internal Loads , , Lights 104,404 0 104,404 22.69 : 104,404 31.25 : 0 0 0.00 People 52,689 52,689 11.45 I 25,804 7.72 I 0 0 0.00 Mise 45,258 0 0 45,258 9.84 : 45,258 13.55 : 0 0 0.00 Sub Total ==> 202,350 0 0 202,350 43.98 , 175,466 52.52 , 0 0 0.00 Ceiling Load 4,053 -4.053 0 0.00 : 7,001 2.10 : -45.935 0 0.00 Outside Air 0 0 0 27.175 5.91 I 0 0.00 I 0 -138,529 35.58 , , Sup. Fan Heat 28.190 6.13 I 0.00 I 0 0.00 Ret. Fan Heat 0 0 0.00 : 0.00 : 0 0.00 Duct Heat Pkup -17,275 0 0.00 I 0.00 , 0 0.00 OV/UNDR Sizing 0 0 0.00 : 0 0.00 : 0 0 0.00 Exhaust Heat -3.271 0 -3,271 -0.71 I 0.00 I 0 0.00 Tennlnal Bypass 0 0 0 0.00 : 0.00 : 0 0.00 , , Grand Total ==> 355,292 32,192 0 460,125 100.00 : 334,114 100.00 : -250,764 -389,292 100.00 COOLING COIL SELECTION AREAS T alai Capacity Sens Cap. CoilAirfl Enter DBNVB/HR Leave DBIWB/HR Gross Total Glass ton MBh MBh elm OF 'F 9r/lb 'F 'F gr/lb ft, (%) Floor 17,794 Main Clg 38.3 460.1 442.3 19,028 75.2 54.8 46.1 50.4 44.3 43.0 Part 0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 11.277 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 14.642 0 0 Wan 11.270 3,467 31 Total 38.3 460.1 Total System 12:06 PM on 01103/2000 TRACE@ Load 700 v3.0 calculated at Project Name: Our House Dataset Name: G:\ME_ Office\MECH\Loads\officeB_window2.lds ~~_....,\ ~) PEAK COOLING LOADS MAIN SYSTEM By M-E Engineers, Coil Latent Load Btu/h Coil Sensible Load Btu/h COIL Supply Coil Dry Air Bulb Flow of cfm ----~ - Space OA Latent I Peak Condo Load Time DBIWB Btulh MolHr of nc. Space Sensible Load Btuth _. SPACE Room Supply Space Dry Dry Air Bulb Bulb Flow of of cfm OA Cond. DBIWB of Peak Time MolHr 3,489 3,489 3,489 -610 -610 -610 -154 -154 -154 654 654 654 -201 -10 -9 -91 -25 -337 - 04 2,135 2.135 2.135 -106 -,06 -106 -106 -423 -423 .104 ,104 .104 444 21,310 21,310 21,310 40,371 40,371 40.371 5.867 5,867 5,867 3.973 3.973 3,973 4,475 627 1,094 3,355 2,591 2.142 10.115 11.740 11.740 11,740 8.414 8,414 8,414 8,414 33,657 33.657 14.209 14,209 14,209 3.635 884 884 884 2,147 2.147 2.147 314 314 314 163 163 163 195 25 47 134 54 455 369 558 558 558 421 421 421 421 .683 .683 618 618 618 654 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 59 59 59 43 43 43 50 50 50 59 59 59 42 59 59 59 58 59 59 59 59 59 50 50 50 50 50 50 59 59 59 59 90 90 90 60 60 60 74 74 74 90 90 90 64 90 90 90 85 90 90 90 90 90 74 74 74 74 74 74 90 90 90 88 14 7/14 9/10 9/13 7/14 7/14 0/13 7/14 7/14 7/16 7/18 4 16 7/16 9/13 9/13 9/13 9/13 9/13 7/16 7/16 7/17 9/10 9/13 7 7 3,874 3,874 3.874 -610 -610 -610 8 8 8 649 649 649 -201 -23 -9 -91 -25 -350 -104 2,204 2.204 2.204 82 82 82 82 328 328 ,411 ,411 ,411 487 16,810 16.810 16,810 37,104 37,104 37,104 5,571 5.571 5,571 3,491 3,491 3,491 3,938 538 953 2.778 1,389 9.598 7.866 0.250 0,250 0,250 7,647 7.647 7.647 7.647 30,587 30.587 11.522 11.522 11,522 11.319 Zn ToUAve Zn Block Zn ToUAve Zn Block Zn ToUAve Zn Block Zn ToUAve Zn Block Zn Tot/Ave Zn Block 7 975 975 975 2.151 2,151 2.151 323 323 323 202 202 202 197 27 48 139 57 468 382 594 594 594 443 443 443 443 .773 ,773 668 668 668 656 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 72 72 72 72 72 72 72 72 72 72 72 72 75 75 75 75 80 76 76 72 72 72 72 72 72 72 72 72 72 72 72 72 69 69 69 60 60 60 64 64 64 64 91 90 90 85 90 90 78 78 78 64 64 64 64 64 51 51 51 43 43 43 4i! 42 42 42 42 42 42 59 59 59 58 59 59 52 52 52 42 42 42 42 42 42 52 52 52 59 64 78 78 78 88 64 64 64 7/9 7/9 9/10 o 3 10/13 0113 7/15 7/14 7/16 7/18 7/14 9/15 9/15 0/13 0/13 3 3 9/15 7/17 9/ 101 10/13 0/13 Floor Area ft' 10/ 10/ 0/13 9/15 600 600 600 400 400 400 268 288 288 120 120 120 240 144 140 660 384 .568 .568 576 576 576 180 180 180 180 720 720 180 180 180 240 Zn Tot/Ave Zn Block Description -Conference Zone - 001 Zone - 001 Zone ~ 003 4-Conference 5-Storage 10-Hall 9-Hall 1 a-Restroom Core 17-Boiler-Electical Zone Zone 005 005 6-Fitness 006 006 21-0ffice 22-0ffice 23-0ffice 24-0ffice Zone - 004 Zone - 004 3-Reception Zone - 003 12-Lobby Zone - 002 Zone - 002 Zone Zone Zn Tot/Ave Zn Block Zn Tot/Ave Zn Block 007 007 25-Conference Zone - 008 Zone - 008 26-Accounting Zone Zone - TRACE@Load 700 v3.0 calculated at 12:06 PM on 01/03/2000 Our House G:\ME_ Office\MECH\Loads\officeB _wlndow2.lds Project Name: Dataset Name: (~ ;,:;,;:) '-~, 0, "..j MAIN SYSTEM Inc. By M-E Engineers, Coil laten' Load Blulh Coil Sensible Load Btulh COIL Coil Air Flow elm Supply Dry Bulb of OA Condo DBIWB of Peak Time Mo/Hr 219 219 219 219 219 .538 .538 -10 ,361 ,351 ,351 219 219 219 656 656 219 219 219 570 570 570 -25 -227 -252 -252 2,335 2,335 2.335 1.310 1,310 1.310 10,031 10,031 10,031 10.031 10.031 63,789 63,789 9,163 12,701 21,865 21.865 10,031 10,031 10,031 30,092 30,092 11.094 11,094 11.094 13,488 13,488 13,488 6,279 61,568 67,847 67.847 37,585 37,585 37.585 5,958 5,958 5,958 487 487 487 487 487 3,089 3,089 455 559 ,014 ,014 487 487 487 ,461 ,461 540 540 540 583 583 583 328 3.220 3,547 3,547 1,481 1,481 1,481 190 90 90 1 1 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 59 59 59 59 59 59 59 59 59 59 59 59 59 59 59 59 59 59 59 59 59 59 51 51 51 51 59 59 59 59 59 59 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 88 90 90 90 69 69 69 69 90 90 90 90 90 90 7 7 7 7 7 7/17 7/17 7117 7/17 7/17 7/17 7/17 7/17 7/17 7/17 7/14 7/9 7/14 7 7 4 14 7/14 7/9 7/9 11 11 11 11 7 7 7 7 7 240 240 240 240 240 .689 ,689 -10 1,490 1,481 1,481 240 240 240 721 721 240 240 240 602 602 602 -25 -227 -252 -252 2,469 2,469 2,469 1.472 1,472 1,472 Space Latent Load Btu/h Space Sensible Load Btu/h SPACE Room Supply Space Dry Dry Air Bulb Bulb Flow of of cfm --.-,- OA Condo DBIWB of Peak Time Mo/Hr 8,430 8,430 8,430 8,430 8,430 53,469 53,469 7.873 9.680 17.553 17,553 8,430 8,430 8,430 25,290 25.290 9,351 9,351 9,351 10.134 10.134 10.134 5.668 55,702 61.371 61,371 26.187 26.187 26.187 3.344 3,344 3.344 PEAK COOLING LOADS ---_.,- 489 489 489 489 489 3,100 3,100 456 561 ,018 ,018 489 489 489 1,466 1,466 542 542 542 587 587 587 329 3,229 3.558 3.558 ,518 ,518 ,518 194 94 94 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 88 59 88 59 88 59 88 59 88 59 88 59 88 5~ 88 59 88 59 88 59 88 59 88 59 88 59 88 59 88 59 88 59 88 59 88 59 88 59 91 59 91 59 91 59 69 51 69 51 69 51 69 51 91 59 91 59 91 59 90 59 90 59 90 59 7/17 7/17 7/17 7/17 7/17 7/17 7/17 7/17 7/17 7/17 7/17 7/17 7 7 7117 7/15 5 5 7/15 7/16 7 7/ 7 719 7/9 719 71 Floor Area ft' 80 80 80 180 180 140 140 180 180 360 360 180 180 180 540 540 180 180 180 480 480 480 108 972 .080 ,080 ,968 .968 968 180 80 80 Zn ToUAve Zn Block Zn ToUAve Zn Block In ToUAve Zn Block Zn ToUAve Zn Block Zn Tot/Ave Zn Block Zn Tot/Ave Zn Block Zn Tot/Ave Zn Block Zn Tot/Ave Zn Block Description Zone. 009 Zone - 009 212.Break Room 213-Conference Zone - 010 Zone - 010 221-0pen Zone Zone 222-Conference Zone Zone 015 015 016 016 219-0pen 220-0pen Zone - 014 Zone - 014 01 01 012 012 218-0pen Zone - 013 Zone - 013 214-OOce 215-0ffice 216-0ffice Zone - Zone- 217-0ffice Zone Zone 27 -Office 28-0ffice 29-0ffice 210-0ffice 211-0ffice 12:06 PM on 01/03/2000 4 -------.. TRACE@ Load 700 v3.0 calculated at 7 7/16 -------_.,.--~_.- Project Name: Our House Dalaset Name: G:\ME_Office\MECH\Loads\officeB_window2.lds f0 ~; .. ,:,.:1 PEAK COOLING LOADS MAIN SYSTEM Coil Latent Load Blulh Coil Sensible Load Blulh COIL Coil Air Flow cfm Supply Dry Bulb OF -. OA Cond. DBIWB of Peak Time MolHr -76 -21 1,899 1,801 1,857 2,326 2,326 2,326 598 427 1.025 1,025 159 159 341 659 628 -109 -109 -109 9,285 7.879 5.788 5.826 30,557 42,171 42,097 37,432 37,432 37,432 9,625 6.862 16,487 16,487 7,568 11.330 16.226 35,124 35,025 12,183 12.183 12,183 538,384 442,246 81 247 204 .632 ,628 ,475 ,475 ,475 379 270 649 649 396 597 821 .813 .845 267 267 267 24.564 9.028 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 59 59 59 59 59 59 59 59 59 59 59 59 51 51 53 51 51 59 59 59 59 59 91 91 90 90 90 90 90 90 90 90 90 90 69 69 74 69 69 90 90 90 90 90 7/15 7/15 7/14 7/14 7/14 7/14 7/14 7/14 o 7/9 7/14 4 7/16 7/14 7/9 7/9 7 7 -76 -18 2,008 1,913 1.910 2,459 2,459 2,459 632 452 1.084 1,084 287 287 562 .135 ,135 -257 -257 -257 22.272 24.126 Space Latent Load Blulh By M-E Engineers, Inc. Space Sensible Load Blulh SPACE Room Supply Space Dry Dry Air Bulb Bulb Flow OF OF cfm OA Cond. DBIWB OF Peak Time Mo/Hr 3,692 4,970 21,290 29.952 29,943 26,081 26.081 26,081 6,706 4,734 11,440 11,440 6,869 10.334 14,780 31,983 31.983 5.637 5,637 5.637 436,724 334.114 185 249 .234 ,668 ,667 ,512 .512 .512 389 274 663 663 398 599 857 .854 ,854 282 282 282 25.116 9,197 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 53.0 75 75 72 73 73 72 72 72 72 72 72 72 72 72 72 72 72 75 75 75 72 72 59 59 59 59 59 59 59 59 59 59 59 59 51 51 51 51 51 59 59 59 59 59 91 90 91 91 91 91 91 91 91 91 91 91 69 69 69 69 69 91 91 91 90 90 7/15 7/16 7/15 7/15 7/15 7/15 7/9 7/15 5 6 7/15 7/9 7/9 7/9 7/15 7/15 7/ 71 440 120 1.600 2,160 2,160 1.960 1,960 1.960 504 360 864 864 240 240 470 950 950 1,480 1.480 1,480 17,794 7.794 Floor Area ft, Zn ToUAve Zn Block Zn ToUAve Zn Block Zn ToUAve Zn Block Zn ToVAve Zn Biock Zn Tot/Ave Zn Block Sys ToUAve Sys Block Description 223-Library/Plotler 224-Copy 225-0pen Zone Zone 226-0pen Zone Zone 020 020 02 021 001 001 227 -Open 228-0pen Zone - 019 Zone - 019 017 017 018 018 Zone 232-Core Zone. Zone- System System 229-0pen 230-0pen 231-0pen Zone - 2:06 PM on 01/0312000 ------ TRACE@ Load 700 v3.0 calculated at Our House G :\ME_ Office\MECH\Loads\officeB _window2.lds Name Name Project Dataset () 'C.'.'._' "',",0'>- PEAK HEATING LOADS MAIN SYSTEM () Coil Sensible Load Btu/h -- Coil Air Flow cfm ___ COIL Supply Dry Bulb of OA Condo DBIWB of Peak Time MolHr -12,726 -12.726 -12.726 -20,205 -20,205 -20.205 -4.234 -4,234 -4,234 -2,738 -2.738 -2,738 -3,393 -740 -1,486 -5.392 -2.381 -13,392 -13.392 -9,932 -9.932 -9,932 -3.531 -3,531 -3.531 -3,531 -14.126 -14.126 -6.761 -6.761 -6.761 -4.914 o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o 70.1 70.1 70.1 70.1 70.1 70.1 72.1 72.1 72.1 70.1 70.1 70.1 68.1 68.1 68.1 88.1 55.1 55.1 55.1 70.1 70.1 70.1 70.1 70.1 70. 70. 70. 70. 70. 70. 70. 70. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -7 ~ ~ ~ ~ ~ ~ ~ ~ -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 13/1 3 13 3 3 3/1 3/1 3/1 3/1 3/1 3/1 3/1 3/1 3/1 3/1 13/1 13/1 13/1 13/1 13/1 13/1 3/1 Space Sensible Load Btu/h By M-E Engineers, Inc. Space Air Flow cfm SPACE Supply Dry Bulb OF Room Dry Bulb OF - OA Condo DBIWB OF Peak Time Mo/Hr 13/1 3/1 -7.787 -7,787 -7,787 -20.205 -20.205 -20,205 -3,889 -3.889 -3.889 -1,812 -1,812 -1,812 -3.393 -740 -1,486 -5.392 -2.381 -13,392 -13.392 -8,697 -8,697 -8,697 -3.223 -3.223 -3,223 -3,223 -12.891 -12.891 -4,909 .4.909 -4.909 -4,297 o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o 70.1 70.1 70.1 70.1 70.1 70.1 72.1 72.1 72.1 70.1 70.1 70.1 68.1 68.1 68.1 68.1 55.1 55.1 55.1 70.1 70.1 70.1 70.1 70.1 70. 70. 70. 70. 70. 70. 70. 70. 70 70 70 70 70 70 72 72 72 70 70 70 68 68 68 68 55 55 55 70 70 70 70 70 70 70 70 70 70 70 70 70 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -7 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 3/1 13/1 3/1 3 13 600 600 600 400 400 400 288 288 288 120 120 120 240 144 140 660 384 ,568 ,568 576 576 576 180 180 180 180 720 720 180 180 180 240 3 3 3/1 3/1 13/1 3/1 3/1 3/1 3/1 13/1 3/1 3/1 13/1 3/1 3/1 13/1 3/1 13 3 Floor Area ft' Zn TotlAve Zn Block Zn Tot/Ave Zn Block Zn Tot/Ave Zn Block Description -Conference 001 001 2-Lobby Zone - 002 Zone 002 3.Reception Zone - 003 Zone Zone Zn TotfAve Zn Block Zone - 003 4.Conference 9-Hall 18-Restroom Core 7-Boiler-Electical Zone - 004 Zone - 004 15-Storage 110-Hall Zn Tot/Ave Zn Block 005 005 Zone Zone 16-Fitness Zn Tot/Ave Zn Block Zn Tot/Ave Zn Block Zn TotfAve Zn Block Zone - 006 Zone. 006 Zone 007 Zone 007 25.Conference Zone Zone 008 008 26-Accounting 21-0ffice 22-0ffice 23-0ffice 24-0ffice TRACE@Load700v3.0calculatedat 12:06 PM on 01103/2000 OUf House G:\ME_ Office\MECH\Loads\officeB _ window2.lds Project Name: Dataset Name: ) ~ \~~}) PEAK HEATING LOADS MAIN SYSTEM c Coil Sensible Load Btu/h ---- Coil Air Flow cfm COIL Supply Dry Bulb of OA Cond. DBIWB OF Peak Time Mo/Hr -4,071 -4,071 -4,071 -4.071 -4.071 -25,271 -25,271 -3.763 -5,615 -9.378 -9,378 -4,071 -4,071 -4,071 -12,214 -12,214 -5,758 -5.758 -5,758 -10,881 -10,881 -10,881 -3,944 -24,113 -28.057 -28,057 -21,563 -21,563 -21.563 -3,507 -3,507 -3.507 o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o 70. 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70. 70. 70. 70. 70. 70. 70. 70. 70. 70. 70. 70. -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 3/1 3/1 3/1 3/1 3/1 13/1 13/1 13/1 3/1 3/1 13/1 13/1 13/1 13/1 13/1 13/1 3/1 3/1 13/1 13/1 3/1 13/1 3/1 Space Sensible Load Btu/h nc. Space Air Flow clm By M-E Engineers, .___ SPACE_ Room Supply Dry Dry Bulb Bulb of of OA Cond. DBIWB OF Peak Time Mo/Hr -3,763 -3,763 -3.763 -3.763 -3,763 -23,111 -23,111 -3,763 -3,763 -7.625 -7.525 -3.763 -3,763 -3,763 -11,288 -11,288 -5.449 -5,449 -5,449 -10.034 -10,034 -10.034 -3,944 -24.113 -28,057 -28.057 -18,092 -18,092 -18.092 -1,655 -1,655 -1,655 o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o 70. 70. 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.' 70.' 70.' 70.- 70.- 70.- 70.- 70.- 70. 70. 70. 70. 70. 70. 70. 70. 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 13/1 13/1 13/1 13/1 3/1 3 3 3 13 3 3 3 13 3 13 3 13/1 3/1 3/1 13 3 13 3 Floor Area ft' 1,080 1.080 1,968 1,968 1.968 180 180 180 180 180 180 180 180 .140 ,140 180 180 360 360 180 180 180 540 540 180 180 180 480 480 480 108 972 Zn ToUAve Zn Block Zn ToUAve Zn Block Zn Tot/Ave Zn Block Description 27 -Office 28-Office 29-0ffice 210-0ffice 211-0ffice Zone - 009 Zone - 009 212-Break Room 213-Conference Zone Zone 010 010 011 01 214-0ffice 215-0ffice 216-0ffice Zone Zone 217-Qffice Zn Tot/Ave Zn Block Zn Tot/Ave Zn Block Zn Tot/Ave Zn Block Zn ToUAve Zn Block Zn Tot/Ave Zn Block 012 012 218-0pen Zone - 013 Zone - 013 Zone 222-Conference Zone Zone 014 014 015 015 016 016 221-0pen Zone 219-0pen 220-0pen Zone Zone Zone Zone 2:06 PM on 01/03/2000 13/1 ~------ TRACE@ Load 700 v3.0 calculated at 3 Our House G:\ME_ Office\MECH\Loads\officeB _ window2.1ds Project Name Datasel Name PEAK HEATING LOA~ MAIN SYSTEM Coil Sensible Load Blu/h Coil Air Flow elm COIL Supply Dry Bulb of OA Condo DBIWB of Peak Time Mo/Hr -3,691 -1.007 -17,531 -22,229 -22,229 -21,476 -21,476 -21,476 -5,510 -2,865 -8,375 -8,375 -3,660 -5.440 -12,176 -21.277 -21.277 -8.094 -8.094 -8.094 -282,192 -278,462 o o o o o o o o o o o o o o o o o o o o o o 68.1 68.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 68.1 68. 68. 68. 68. -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 3/1 13/1 13/1 13/1 13/1 13/1 13/1 13/1 3/1 13/1 13/1 13/1 3/1 13/1 13/1 Space Sensible Load Blu/h nc. Space Air Flow cfm By M-E Engineers, SPACE Supply Dry Bulb of Room Dry Bulb of OA Condo DBIWB of Peak Time Mo/Hr 3/1 -3,691 -1,007 -14,709 -19,407 -19,407 -18,019 -18.019 -18.019 -4,621 -2.230 -6.851 -6,851 -3.237 -5.017 11.347 -19.601 -19.601 -8,094 -8.094 -8,094 -250.764 -250.764 o o o o o o o o o o o o o o o o o o o o o o 68. 68. 70. 70. 70. 70. 70. 70. 70. 70. 70. 70. 70. 70.1 70.1 70.1 70.1 68.1 68.1 68.1 68. 68. 68 68 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 68 68 68 68 68 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 13 13 3 13/1 13/1 3/1 13/1 13/1 13/1 /1 /1 1 3/1 13/1 3/1 13 13 13 3/1 440 20 1,600 2,160 2,160 1,960 1.960 1,960 504 360 864 864 240 240 470 950 950 ,480 ,480 ,480 7.794 7,794 Floor Area It' Zn Tot/Ave Zn Block Zn Tot/Ave Zn Block Zn Tot/Ave Zn Block Zn Tot/Ave Zn Block Zn Tot/Ave Zn Block Sys Tot/Ave Sy. Block Description 223-Library/PloUer 224-Copy 225-0pen Zone Zone 226-0pen Zone Zone 227 -Open 228-0pen Zone- Zone 229-0pen 230-0pen 231-0pen Zone - 020 020 021 021 001 001 019 019 017 017 018 018 Zone 232-Core Zone. Zone- System System - -----..-..--- TRACE@Load 700 v3.0 calculated at 12:06 PM on 0110312000 -----.. ---------- Project Name: OUf House Dataset Name: G:\ME_Office\MECH\Loads\officeB_window2.lds f'C" t:- ',' j "";'~.;.v o ,- BUILDING U-VALUES By M-E Engineers. Inc. Room Capacitance Ib/ft' Room Mass Ib/lt' Ceiling l Winter Window ROOM U-VALUES Btu/h.ft""F Winter Summer Skylight Roof Window Summer Skylight 7.1 7.1 10.3 10.3 5.8 5.8 6.8 6.8 6.8 4.0 4.9 5.8 8.1 6.3 6.8 6.8 8.7 8.7 8.7 8.7 8.7 10.6 10.6 8.7 7.5 7.5 7.5 7.5 7.5 7.7 7.5 7.5 7.5 7.5 35.5 35.5 48.1 48.1 28.8 28.8 33.8 33.8 33.8 20.0 24.6 29.0 40.7 31.4 33.8 33.8 40.0 40.0 40.0 40.0 40.0 49.9 49.9 40.0 34.0 34.0 34.0 34.0 34.0 35.2 34.0 34.0 34.0 34.0 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 Wal 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.000 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.000 0.329 0.000 0.000 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.000 0.320 0.000 0.000 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.000 0.000 0.038 0.038 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Exposed Flool 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.000 0.500 0.500 0.500 0.500 0.500 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 Partition 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Description 11-Conference Zone 001. Zone Zone 13-Reception Zone - 003 - Zone 14-Conference Zone - 004 - Zone 110-Hal 19-Hall 18-Restroom Core 17 -Boiler-Electical Zone - 005 - Zone 16-Fitness Zone 006 - Zone Zone 009 - Zone 212-Break Room 213-Conference Zone - 010 - Zone 214-0ffice 23-Office 24-0ffice Zone - 007 - Zone 25-Conference Zone - 008 - Zone 26-Accounting 27 -Office 28-0ffice 29-0ffice 210-0ffice 211-0ffice 15-Storage 12-Lobby Zone - 002 21-0ffice 22-0ffice TRACE@Load 700 v3.0 calculated at 12:06 PM on 01/03/2000 Our House G:\ME_ Office\MECH\Loads\officeB _ window2.1ds Project Name: Dataset Name: ~ \.::,'::l ~~:;..,;; BUILDING U-VALUES By M-E Engineers, Inc. 0) \(,.....",., Room Capacitance Ib/tt' Room Mass Ib/tt' Winter Window -- ROOM U-VALUES Blu/h.ft""F Wintel Summer Window 7.5 7.5 7.5 9.4 9.4 7.5 7.5 10.8 8.3 8.5 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 6.2 5.5 9.3 7.5 8.1 8.3 6.2 6.2 6.5 TRACE@Load 700 v3.0 calculated at 12:06 PM on 01/03/2000 34.0 34.0 34.0 43.9 43.9 34.0 34.0 50.6 38.1 39.4 21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.6 27.5 24.1 43.4 34.0 37.4 38.1 27.5 27.5 29.8 Ceiling 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 0.317 Wal 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.046 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.046 0.046 0.046 0.046 0.000 0.000 0.046 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.329 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.329 0.329 0.329 0.329 0.000 0.000 0.329 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.320 0.320 0.320 0.320 0.000 0.000 0.320 Roof 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 0.038 Skylight 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Summer Skylight 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Exposed Flool 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.000 0.040 0.000 0.040 0.040 0.040 0.000 0.000 0.051 Our House G :\ME_ Office\MECH\Loads\officeB _ window2.1ds Ipartition 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Description Zone 011 - Zone 217-0ffice Zone - 012 - Zone 218-0pen Zone - 013 - Zone Zone 222-Conference Zone - 016 - Zone 223-L1brary/Plotter 232-Core Zone - 021 - Zone System - 001 - System Project Name: Dataset Name: Zone Zone 227 -Open 228-0pen Zone - 019 - Zone Zone Zone 229-0pen 230-0pen 231-0pen Zone - 020 219-0pen 220-0pen Zone - 014 221-0pen Zone - 015 224-Copy 225-0pen 20ne-017 226-0pen Zone - 018 215-0ffice 216-0ffice (~) 'i".,;;) BUILDING AREAS By M-E Engineers, Inc. NetWal Area ft' Windowl Wall % Window Area ft' Net Roof Area ft' Skylight! Roof % Skylight Area ft' Exposed Floor Area ft' Partition Area ft' Totat Floor Area It' Floor Areal Duplicate Room ft' Number of Duplicate Floors Rooms 560 560 495 495 152 152 100 100 200 o 39 360 480 .079 480 480 135 135 135 135 540 243 243 180 135 135 135 135 135 855 135 135 270 135 7 7 52 52 21 21 17 17 17 o 35 o o 5 17 17 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 40 40 545 545 40 40 20 20 40 o 21 o o 61 96 96 75 75 75 75 300 135 135 100 75 75 75 75 75 475 75 75 50 75 o o 400 400 o o o o o o o o o o o o 180 180 180 180 720 180 180 240 180 180 180 180 180 140 180 180 360 80 o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o 50 50 40 40 16 16 10 10 20 o 5 30 40 95 48 48 o o o o o o o o 180 180 180 180 180 900 180 180 360 180 o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o 600 600 400 400 288 288 120 120 240 144 140 660 384 ,568 576 576 180 180 180 180 720 180 180 240 180 180 180 180 180 1.140 600 Description 11-Conference Zone 001 - Zone 400 Zone 3-Reception Zone - 003 - Zone 12-Lobby Zone - 002 288 240 144 14'0 660 384 120 1 1 1 1 1 14.Conference Zone - 004 - Zone 15-Storage 110-Hall 19-Hall 18-Restroom Core 17 -Boiler-Electical Zone - 005 - Zone 16-Fitness Zone 006 576 80 180 180 180 1 1 1 1 1 1 1 1 Zone 21-0ffice 22-0ffice 23-0ffice 24-0ffice Zone 007 - Zone 25-Conference Zone - 008 Zone 180 240 180 180 180 180 180 1 1 1 1 1 1 26-Accounting 27-Office 28-0ffice 29-0ffice 210-0ffice 211-0ffice 80 80 360 180 80 180 Zone 009 - Zone 212-Break Room 213-Conference Zone - 010 - Zone 214-0ffice -_._- TRACE@Load 700 v3.0 calculated at 12:06 PM on 01/03/2000 180 Our House G:\ME_Office\MECH\Loads\officeB Wlndow2.lds Name: Name: Project Dataset I B~~~o,l~~"~~S Number of Floor Areal Total Partition Exposed Skylight Skylight! Net Roof Window Windowl Net Wall Duplicate Duplicate Room Floor Area Area Floor Area Area Roof Area Area Wall Area Floors Rooms fl' fl' fl' fl' fl' % fl' It' % fl' - - - - - - - - 1 I 180 180 0 180 0 0 180 75 36 135 1 I 180 180 0 180 0 0 180 75 36 135 540 0 540 0 0 540 225 36 405 1 I 180 180 0 180 0 0 180 135 36 243 180 0 180 0 0 180 135 36 243 1 I 480 480 0 480 0 0 480 200 36 360 480 0 480 0 0 480 200 36 360 1 I 108 108 0 108 0 0 108 105 36 189 1 1 972 972 0 972 0 0 972 540 36 972 1.080 0 1,080 0 0 1,080 645 36 1,161 1 1 1,988 1.968 0 1.968 0 0 1.968 0 0 0 1,968 0 1,968 0 0 1.968 0 0 0 1 1 180 180 0 180 0 0 180 0 0 0 180 0 180 0 0 180 0 0 0 1 1 440 440 0 440 0 0 440 0 0 0 1 1 120 120 0 120 0 0 120 0 0 0 1 1 1,600 1,600 0 1.600 0 0 1.600 0 0 0 2.160 0 2,160 0 0 2.160 0 0 0 1 1 1,960 1,960 0 1.960 0 0 1.960 0 0 0 1.960 0 1.960 0 0 1.960 0 0 0 1 1 504 504 0 500 0 0 504 0 0 0 1 1 360 360 0 0 0 0 380 0 0 0 864 0 500 0 0 864 0 0 0 1 1 240 240 0 0 0 0 240 50 18 230 1 1 240 240 0 240 0 0 240 100 36 180 1 1 470 470 0 470 0 0 470 250 36 450 950 0 710 0 0 950 400 32 860 ,480 1,480 0 0 0 0 1,480 0 0 0 1.480 0 0 0 0 1,480 0 0 0 7,794 0 11,277 0 0 14,642 3,467 31 7,803 --------- ---- ------- TRACE@ Load 700 v3.0 calculated at 12:06 PM on 01/03/2000 Project Name: Our House Dataset Name: G:\ME_Office\MECH\Loads\officeB_window2.1ds D ',,~/ Description 215-0ffice 216-0ffice Zone - 011 - Zone 217-0ffice Zone ~ 012 - Zone 21 B-Open Zone - 013 - Zone 219-0pen 220-0pen Zone - 014 - Zone 221-0pen Zone - 015 - Zone 222-Conference Zone - 016 - Zone 223-LibrarylPlottel 224-Copy 225-0pen Zone - 017 - Zone 226-0pen Zone - 018 - Zone 227 -Open 228-0pen Zone - 019 - Zone 229-0pen 230-0pen 231-0pen Zone - 020 - Zone 232-Core Zone - 021 - Zone System - 001 - System ("?) \.,..;/ TRACE@ Load 700 Entered Values Version 3.0 !."....JI;.'~iji..; ..,,::.;r..:..:0m.>Lt0.:il'.\i-\;g. .. -".-,,,'-..- . ',..- .... II' ~ ~-,~" lE ., .. E E EE - -- -- f':I ~j,:-.,f Inc. By M-E Engineers, Our House G:IME_ OfficelMECHILoadslofficeB _window2.lds Across the Street Allen Depends on the Outcome M-E Oh boy! Project Name: Dataset Name: Location: Building Owner: Program User: Company: Comments: Location: Denver, Colorado Summer Design Dry Bulb: 91.00 OF Summer Design Wet Bulb: 59.00 OF Winter Design Dry Bulb: -5.00 OF Summer Clearness Number: 1.10 Winter Clearness Number: 1.05 Summer Ground Reflectance: 0.20 Winter Ground Reflectance: 0.20 -_..._--_.,~-.- - TRACE@Load 700 v3.0 calculated at 12:06 PM on 01/03/2000 Cooling Design Period: January Thru December Peak Hour Override: 0 Daylight Savings Period: Summer Period: Cooling Methodology: TETD-TA1 Heating Methodology: UATD Ventilation Methodology: OADB Room Circ Rate: Medium Wall Load To Plenum: YES Buiiding Orientation: 0 ---'-~-'-----'- Project Name: Our House Dataset Name: G:\ME_ Office\MECH\Loads\officeB _ window2.lds - --------~-- - -- ------ ~ ------- -- -- -- -- ---- ~~- PEOPLE AND LIGHTS (IT) \.. ' ,~ - ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. ----------------- Zone - 001 --------~-- [ n ;;..' 11-Conference - - - - - -- 1 ------------- r , , 16 People 2S0 Blu/h Number of People People Latent: Conference Room 2S0 Blu/h Cooling Only People Type: People Sensible: People Schedule: (Design) Incadescent. hung below ceiling, 100% load to space INCAND 4.0 W/sq ft 1.0 Lighting Amount Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent Light Load to Lighting Schedule: Plenum Height 3.0 ft Room Mass: None Is There Carpet?: YES Room Design RH: 50% Dupl. Room Mull GENERAL INFORMATION Floor Cnstr Type: 6* LW Concrete Ceiling R-Value: 1.786 hr.ft'.'F/Btu Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of Duplicate Floor Multiplier. 1 ~ Cooling Ventilation General Office Sp Cooling Infiltration: Pressurized, Aver Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: 2.0 ft Fir-Fir Height 600 ft' Floor Area: cfm!person air changes/hr Value 20.00 0.30 ~ General Office Sp Pressurized, Aver Heating Ventilation: Heating Infiltration: AIRFLOW INFORMATION Schedule Available Available Value 20.00 cfm/person 0.30 air changeslh 0.00 air changes/hr air changes/hr air changes!hr Room Exhaust Healing Supply: Auxiliary Heating Supply: (100%) (100%) 00% Available cfm/person air changes/h ail 20.00 changes/hr Pet Pet Pet Rad Sent Rm/ ReV Frcl Cool Heat Perm Loss Tmp Tmp Len Coef 50 -0:50 Adj Tempi Internal Shad in!!.. External Area U Val S~ad Shading___ ROOM COMPONENTS ~____Glass___ Grnd _.LI....Va~_l\lpha Refl o 0.00 2:06 PM on 01103/2000 o o 40 0.32 DAD Overhang - None Blinds Overhang - None None TRACE@ Load 700 v3.0 calculated at Type_. .00 Double Coated 114' .00 0.046 0.90 0.046 0.90 Const Type! Schedule o Frame Wall, 4* Ins o Frame Wall, 4* Ins Cooling Only (Design) Our House G:\ME_ Office\MECH\Loads\officeB _ wlndow2.lds Ti o. 90 o Areal Amount 264ft' 336 ft' O.SO W/sq ft Description Floor-1 Wall-2 Project Name: Dataset Name. Wall-1 Mise Equip No T 2 ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. r, ';'<",j --------1 , , _ _ _ _ _ _ _-1 , 2 002 Zone 12-Lobby PEOPLE AND LIGHTS GENERAL INFORMATION o People 55 Btu/h Number of People People Latent: Fluorescent, hung below ceiling, 100% load to space SUSFLUOR Reception Area 245 Btu/h Cooling Only (Design People Type: People Sensible: People Schedule: 4.0 ft None YES Plenum Height Room Mass: Is There Carpet?: 26.0 ft Height Fir-Fir 6* LW Concrete .786 hr.ft'..F/Btu 400 ft2 Floor Cnstr Type: Ceiling R-Value: Floor Area: 1.0 W/sqft 1.0 Lighting Amount Ballast Factor: Lighting Type: Fixture Type: Percent light Load to RA 0 % lighting Schedule Cooling Only (Design) 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of Room Mul Dupl Duplicate Floor Multiplier: Value 20.00 cfm/person 0.30 air changes/hr Tvoe General Office Sp Pressurized, Aver Heating Ventilation: Heating Infiltration: AIRFLOW INFORMATION 100% 100% Schedule Available Available Value 20.00 cfm/person 0.30 air changes/hr I= General Office Sp Pressurized, Aver 0.00 air changeslhr air changes/hr air changes/hr Room Exhaust Heating Supply: Auxiliary Heating Supply: 00%) (1 Available cfm/person air changes/hr air changes/hr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Rad Frcl loss Coef Pet Pet Pct Senl Rml Ret! Cool Heat Perm Adj Tempi Internal Shading Tmp Tmp Len None-None- ---------~ External Shading Overhang Grnd U Val Alpha Refl Type Area U Val Shad 'O:if4if 0.90 1.00 DoubleCoated -~-'0.32 0.40 114. .00 Double 1/4'" Glass ROOM COMPONENTS Canst Typel Schedule Frame Wall, 4*1ns--- Areal Amount Dir Tilt 520ft' 180 0 Description Wl:iif:"2- No 2: 40 0.50 2:06 PM on 01/03/2000 None None TRACE@ Load 700 v3.0 calculated at None None Overhang Overhang 0.32 0.40 335 Coated 0.90 0.90 0.046 0.038 4"'lns o 90 Steel Sheet. 4. Ins Our House G:\ME_ Office\MECH\Loads\officeB _window2.lds o Frame Waf 90 520ft' 400ft2 1 1 Project Name: Dataset Name: Wal Roof- Floor ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. C~. --, , , ____________-.J Zone ~ 003 13.Reception I--------~--- : 3 , - PEOPLE AND LIGHTS GENERAL INFORMATION 1 People 250 Btu/h Number of People People Latent: Reception Area 250 Btu/h People Type: People Sensible: People Schedule: 3.0 ft Plenum Height 2.0 ft Fir-Fir Heigh 288 ft' Floor Area: Cooling Only (Design) None YES Room Mass: Is There Carpet?: 6* LW Concrete 1.786 hr.ft'.'F/Btu Floor Cnstr Type: Ceiling R-Value: .5 W/sqft .0 Fluorescent, hung below ceiling, 100% load to space SUSFLUOR Lighting Amount Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent Light Load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 72.0 'F Dupl. Room Mul Duplicate Floor Multiplier Value 20.00 cfm/person 0.30 air changes/hr ~ General Office Sp Pressurized, Aver AIRFLOW INFORMATION Schedule Available Available Value 20.00 efm/person 0.30 air changes/hr ~ General Office Sp Pressurized, Aver 0.00 air changes/hr air changes/hr air changes/hr Heating Ventilation: Heating Infiltration: Room Exhaus' Heating Supply: Auxiliary Heating Supply: 100% 100% 100% Available cfm/person air changes/h air changes/hr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Rad Rm/ ReV Frcl Heat Perm Loss Pet Senl Cool Adj Temp/ External Internal Area U Val Sh~d Shading __Shading_~ ROOM COMPONENTS -~---~g; Grnd U Val Alpha Refl Type Canst Type, Schedule Cooling Only (Design) Areal Amount 0.50 W/sq ft 92 ft' Len Coef --00.-66 Tmp Tmp -au,o Dir Ti No Description TMisc Equip 0.50 TRACE@Load 700 v3.0 calculated at 12:06 PM on 01103/2000 16 None Blinds Overhang 0.32 OAO 40 .00 Double Coated 1W 0.90 0.046 Frame Wall. 4""'ns Our House G;\ME_ Office\MECH\Loads\officeB _ window2.lds o 80 -1 Project Name: Dataset Name; Wal Floor o ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. c , , , -~ Zone. 004 14-Conference 4 PEOPLE AND LIGHTS GENERAL INFORMATION 3 People 250 Btulh Number of People People Latent: People Type: Conference Room People Sensible: 250 Btuth People Schedule: Cooling Only (Design) 3.0 ft Plenum Height 2.0 ft Height Fir-Fir 20 ft' Floor Area: None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft,.oF/Btu Floor Cnstr Type: Ceiling R-Value: 2.0 W/sq ft 1.0 100% load to space Lighting Amount Ballast Factor: Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design) Percent light Load to lighting Schedule: Lighting Type: Fixture Type: 50% Room Design RH: Room Design Cooling DB: 72.0 OF Room Design Heating DB: 70.0 OF Room Mul' Dupl Duplicate Floor Multiplier Value 20.00 0.30 r- General Office Sp Pressurized, Aver AIRFLOW INFORMATION 00%) 00%) Schedule Available Available Value 20.00 cfm/person 0.30 air changeslhr r- General Office Sp Pressurized, Aver cfm/person air changes/hr 0.00 air changes/hr air changeslhr air changes/hr Heating Ventilation: Heating Infiltration Room Exhaust' Heating Supply: Auxiliary Heating Supply: 100% Available cfm/person air changes/hr air changes/hr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pct Pct Pet Rad Senl Rml Ret! Frcl Cool Heat Perm Loss Tmp Tmp Len Coef Adj Temp, Internal Shading None Blinds-- Glas.! External Area U Val Shad Shading 20 0.32 0.40 Overhang ROOM COMPONENTS Canst Typel Grnd Schedule U Val Alpha Refl Type Frame walr4*iris ._-'-O:04Ef--O.90 1.00 Double Coated 114' Tilt 5" Dir 180 Area, Amount . 120fl' Descriptio_~_ Wall-l No o 0.50 o 0.00 TRACE@ Load 700 v3.0 calculated at 12:06 PM on 01/03/2000 o o Cooling Only (Design) Our House G:\ME_ Office\MECH\Loads\officeB_ window2.lds 0.50 W/sq ft Floor - 1 Mise Equip PrOject Name: Dataset Name ('":.-) \. '.; ',<;-" ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. , , __________-.J Zone - 005 15-Storage , : 5 ,------ PEOPLE AND LIGHTS GENERAL INFORMATION o People o Btu/h Number of People People Latent: None o Btu/h Cooling Only (Design) People Type: People Sensible: People Schedule: 3.0 ft Plenum Height 2.0 ft Fir-Fir Height 240 ft' Floor Area: None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft'.'F/Btu Floor Cnstr Type: Ceiling R-Varue: 100% load to space Fluorescent, hung below ceiling, SUSFLUOR Lighting Type: Fixture Type: .0W/sqft .0 Lighting Amount Ballast Factor: RA 0% Cooling Only (Design) Percent Light Load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DB: 75.0 'F Room Design Healing DB: 68.0 'F Dupl. Room Mul Duplicate Floor Multiplier Value 20.00 0.30 Tvee General Office Sp Pressurized, Aver AIRFLOW INFORMATION 100% 100% Schedule Available Available Value 20.00 cfm/person 0.30 air changes/h Tvoe General Office Sp Pressurized, Aver cfm/person air changes/h 0.00 air changes/hr air changes/hr air changes/hr Heating Ventilation: Heating Infiltration: Room Exhaust Heating Supply: Auxiliary Heating Supply: 100%) Available cfm/person air changes/hr air changes/hr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Pet Rad Senl Rml ReV Frc! Cool Heat Perm Loss Adj Tempi Internal .~!!.~~9 None Blinds Glass Area 40 ROOM COMPONENTS External U Val Sha~~!'.~d~L._ Grnd Alpha Refl T)'Pe Canst Typel Schedule Areal Amount Coef 0:50 2:06 PM on 01103/2000 Tmp Tmp Len ------20 0.32 0.40 Overhang TRACE@ Load 700 v3.0 calculated at .00 Double Coated 1/4. 0.90 UVal 0.046 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB _ windowZ.lds Tilt o Frame Wal Dir 180 240ft' Description Floor-1 Wall-1 Project Name: Dataset Name: No 1" 1 () --,,,-'~) ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. r'"": \;~_,;;;.i' -----------------------------------------------------1 Zone _ 006 : _______________-.J 16-Fitness ,-- 6 L_______~~__ PEOPLE AND LIGHTS GENERAL INFORMATION 4 People 615 Btu/h Number of People People Latent: None 345 Btu/h Cooling Only (Design) People Type: People Sensible: People Schedule: 3.0 ft Plenum Heigh 12.0 ft Fir-Fir Height 576 ftz Floor Area: None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft'.'F/Btu Floor Cnstr Type: Ceiling R-Value: .OW/sqft .0 Fluorescent, hung below ceiling, 100% load to space SUSFLUOR Lighting Amount Ballast Factor: lighting Type: Fixture Type: Percent Light Load to RA 0 % Lighting Schedule: Cooling Only (Design) 50 % Room Design RH: Room Design Cooling ~B; 72.0 of Room Design Heating DB: 70.0 'F Dupl. Room Mul Duplicate Floor Multiplier. Value 20.00 cfm/person 0.30 air changes/hr I= General Office Sp Pressurized, Aver AIRFLOW INFORMATION 00%) 00%) Schedule Available Available Value 20.00 cfm/person 0.30 air changes/hr Tvoe General Office Sp Pressurized, Aver 0.00 air changes/h air changes/h air changes/h Heating Ventilation: Heating Infiltration: Room Exhaust: Heating Supply: Auxiliary Heating Supply: (100%) Available cfm/person air changes/hr air changes/hr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pel Pel Pct Rad Sent Rm/ ReV Frcl Cool Heat Perm Loss Tm~mp J-_~.!!~Coef Adj Tempi Internal Shading None Bliiias- ROOM COMPONENTS Grnd External Alpha Ref! Type Area U Val Shad Shading . 090 1]0' Douiiie Coaie~48 0.32 0.40 Overhang 1/4" Glass UVal 0~b46 Canst Typel Schedule Frame Wall, Tilt o Dir 270 Areal Description Amount Waii -2~~---~-- 288 ft' No T 48 0.50 2:06 PM on 01/03/2000 None Blinds .---- TRACE@Load 700 v3_0 calculated at Overhang 0.32 0.40 48 Double Coated 1/4" .00 0.90 0.046 4" Ins 4" Ins Our House G:\ME_ Office\MECH\Loads\officeB_window2.lds o Frame Wal 80 288 ft' Floor-1 Wall Project Name: Dataset Name: (~;) ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. r:.. ; ~- 005 Zone 17 -Boiler-Electical 7 l__________ PEOPLE AND LIGHTS GENERAL INFORMATION o People o Btu!h Number of People People Latent: None o Btu!h Cooling Only (Design) People Type: People Sensible: People Schedule: 3.0 fl Plenum Height 12.0 fl Fir-Fir Height 384 fl' Floor Area: None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.fl'."F!Btu Floor Cnstr Type: Ceiling R-Value: .0 W!sqfl .0 Fluorescent, hung below ceiling, 100% load to space SUSFLUOR Lighting Amount Ballast Factor: Lighting Type: Fixture Type: Percent Light Load to RA 0 % Lighting Schedule: Cooling Only (Design) 50% Room Design RH: Room Design Cooling DB: 80.0 OF Room Design Heating DB: 55.0 OF Room Mult: Dupl Duplicate Floor Multiplier: Value 20.00 0.30 Tvoe General Office Sp Pressurized, Aver AIRFLOW INFORMATION 100%) 100%) Schedule Available Available Value 20.00 cfm/person 0.30 air changes/hr I:= General Office Sp Pressurized, Aver cfm/person air changes/hr 0.00 air changes/h air changes/hr air changes/hr Heating Ventilation: Heating Infiltration Room Exhaust Heating Supply: Auxiliary Heating Supply: (100%) Available 20.00 cfm!person air changesfhr air changes/hr Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pct Rad Rml Retl Frc/ Heat Perm Loss Pet Senl Cool Tmp Adj Temp! External Internal U Val Shad Shad~~_~~a<l~ GJ~_ ROOM COMPONENTS Grnd U Val Alpha__Refl TyF-"___. Const Type! Schedule Areal Amoun' Coer 0.50 2:06 PM on 01/03/2000 Len 40 TrnP None None None None .._~ TRACE@ Load 700 v3.0 calculated at Overhang Overhang Area .00 .00 0.90 0.90 0.046 0.046 4* Ins 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB_window2.lds Til o Frame Wal o Frame Wal Di o 270 288 fl' 192 fl' No Description TRoor ~ f~--- 2 Wall-2 1 Wall-1 Project Name: Dataset Name: \ ) /~1 ["" ,...'. ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. p'J "":."",.~ Zone ~ 005 18-Restroom Core 1- - - - - - - - -- 8 , __________ __ ___ _ ___________ _ __--1 PEOPLE AND LIGHTS GENERAL INFORMATION o People o Btulh Number of People People Latent: None o Btulh People Type: People Sensible: People Schedule: 3.0 ft Plenum Height 12.0 ft Fir-Fir Height 660 ftz Floor Area: Cooling Only (Design) None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft2.oF/Btu Floor Cnstr Type: Ceiling R-Value: .0 Wlsqft .0 00% load to space Lighting Amount Ballast Factor: Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design Percent Light Load to Lighting Schedule' Lighting Type: Fixture Type: 50% Room Design RH: Room Design Cooling DB: 75.0 'F Room Design Heating DB: 68.0 of 1 Dup1. Room Mult Duplicate Floor Multiplier Value 20.00 0.30 ~ General Office Sp Pressurized, Aver AIRFLOW INFORMATION 00%) 00%) Schedule Available Available Value 20.00 cfm/person 0.30 air changes/h ~ General Office Sp Pressurized, Aver cfm/person air changes/hr 0.00 air changeslhr air changes/hr air changes/hr Heating Ventilation: Heating Infiltration: Room Exhaust' Heating Supply: Auxiliary Heating Supply: 00%) (1 Available 20.00 cfm/person air changes/hr air changes/hr Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: ROOM COMPONENTS Pel Pel Pel Rad Adj Tempi Senl Rml ReV Frd Internal Cool Heat Perm Loss Shading Tmp Tmp Len Coef ~-------~-----Wo.56 ~9Jass External Area U Val Shad Shadi~!L. Grnd Alpha Refl Const Type. Schedule Areal Amount None TRACE@ Load 700 v3.0 calculated at 12:06 PM on 01/03/2000 None Overhang Type .00 0.90 UVal 0.046 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB_window2.lds Frame Wal Oir Ti o o 360ft' Description Ffoor-'1 Wall- Project Name: Dataset Name: No (1) '~;,...;> " ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. --------1 , , _ J 1- - - , , Zone - 005 19-Hal 9 PEOPLE AND LIGHTS GENERAL INFORMATION o People o Btulh Number of People People Latent None o Btu/h Cooling Only (Design People Type: People Sensible: People Schedule: 3.0 ft None YES Plenum Height Room Mass: Is There Carpet?: 2.0 ft Fir-Fir Height 6" LW Concrete .786 hr.ft""F/Btu 140 ft' Floor Cnstr Type: Ceiling R-Value: Floor Area: 100% load to space Fluorescent, hung below ceiling, SUSFLUOR .0 W/sqft .0 Lighting Amoun Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent light Load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DB: 75.0 of Room Design Heating DB: 68.0 of Dupl. Room Mul Duplicate Floor Multiplier: cfm/person air changes/h Value 20.00 0.30 ~ General Office Sp Pressurized. Aver AIRFLOW INFORMATION Schedule Available Available Value 20.00 elm/person 0.30 air changes/hr ~ General Office Sp Pressurized, Aver 0.00 air changes/hr air changes/h air changes/h Heating Ventilation: Heating Infiltration: Room Exhaust: Heating Supply: Auxiliary Heating Supply: 00%) 00%) 00% (1 Available 20.00 cfm/person air changes/hr air changes/hr Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pct Pct Rad Senl Rml ReV Frcl Cool Heat Perm Loss Tf"!lR_Ti!l.E ___ ~~n _~~~f Adj Tempi External Internal Area U Val Shad Shading Shading -.-- 21- 0.32 0.40 Overhang-:.-None None ROOM COMPONENTS Glass Grnd U Val Alpha Refl Type iJ:04S'-6:95 1.5oooubieCoated 1/4- Const Typel Dir Tilt Schedule o - 0 Frame Wal[4* Ins --- Areal Amount 60ft2- No Descriptio~_ T-INalf:l - 5 0.50 2:06 PM on 01/03/2000 TRACE@ Load 700 v3.Q calculated at Our House G:\ME_ Office\MECH\Loads\officeB _ window2.lds Floor Project Name: Dataset Name: () r \:"'''''..;1 ! --------.-- -.--- ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. , , Zone ~ 007 21-Dffiee 11 PEOPLE AND LIGHTS GENERAL INFORMATION People Btu/h 1 250 Number of People People Latent: General Office Space 250 Blu/h Cooling Only People Type: People Sensible: People Schedule: 4.0 ft Plenum Height 4.0 ft Fir-Fir Height 80 ft' Floor Area: (Design) None YES Room Mass: Is There Carpet?: 6* LW Concrete 1.786 hr.ft,.oF/Btu Floor Cnstr Type: Ceiling R-Value: .5 W/sqft .0 100% load to space Lighting Amount Ballast Factor: Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design) Percent Lighl Load to lighting Schedule: Lighting Type: Fixture Type: 50% Room Design RH: Room Design Cooling DB: 72.0 "F Room Design Heating DB: 70.0 OF Dupl. Room Mul Multiplier Duplicate Floor Value 20.00 cfm/person 0.30 air changes/hr ~ General Office Sp Pressurized, Aver AIRFLOW INFORMATION 100% 100% Schedule Available Available Value 20.00 cfm/person 0.30 air changes/hr ~ General Office Sp Pressurized, Aver 0.00 air changes/hr air changes/hr air changes/hr Heating Ventilation: Heating Infiltration Room Exhaus! Heating Supply: Auxiliary Heating Supply: 00% Available cfm/person air changes!h air changes/hr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Rad Rml ReU Frcl Heat Perm Loss Tmp Len Coel Pel Sent Cool Tmp Adj Tempi Internal Shading None Blinds--- Glass Grnd External U Val Alpha Reft Type Area U Val Shad Shading 0.046 '0:901.00 Double Coated'--"75-ii:32 0.40 Overhanii 114" ROOM COMPONENTS Canst Typel Dir Tilt Schedule 180.0Frame WalC4*lns Areal Amount ----.- 210ft' Description Wafl~-T No T o 0.00 2:06 PM on 01/03/2000 o o None None TRACE@Load 700 v3.0 calculated at Overhang 0.90 0.038 Cooling Only (Design) Steel Sheet, 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB_ window2.1ds o 90 .00 W/sq ft BOft2 Misc Equip Project Name: Dataset Name: Roof F,\ I, ".":~b'~ ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. 1- c) u, , , " Zone - 007 12 22-0ffice ------------ - GENERAL INFORMATION Floor Area: 180 ft2 Fir-Fir Height 14.0 ft PEOPLE AND LIGHTS 1 People 250 Blu/h Number of People People Latent General Office Space 250 Btu/h Cooling Only People Type: People Sensible: People Schedule: (Design) .5 W/sqft .0 100% load to space Lighting Amount Ballast Factor: Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design) Percent Light Load to Lighting Schedule: Lighting Type: Fixture Type: Plenum Height 4.0 ft Room Mass: None Is There Carpet?: YES Room Design RH: 50% Dupl. Room Mull Value 20.00 cfm/person 0.30 air changeslhr 0.00 air changes/hr air changes/hr air changes/hr Pct Pcl Pct Rad Senl Rml Ret! Frcl Cool Heat Perm Loss Tmp Tmp Len Coef o - 0'" 0 0.00 ~ General Office Sp Pressurized, Aver Heating Ventilation: Heating Infiltration: AIRFLOW INFORMATION Schedule Available (1 OO%) Available (100%) Room Exhaust Heating Supply: Auxiliary Heating Supply: 00% (1 Available cfm/person air changes/hr air changes/hr 20.00 Floor Cnstr Type: 6* LW Concrete Ceiling RNalue: 1.786 hr.ft'.'F/Btu Room Design Cooling DB: 72.0 OF Room Design Heating DB: 70.0 of Duplicate Floor Multiplier: 1 Tvoe Cooling Ventilation General Office Sp Cooling Infiltration: Pressurized, Aver Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Value 20.00 elm/person 0.30 air changes/hr ROOM COMPONENTS --~~~~._- Adj Tempi Grnd External Internal U Val Alpha _ Ren Type. _u_._...JI,-~a__U Val Sha~. Shading ~_hadinfL_ 0.046 0.90 1.00 Double Coated 75 0.32 0.40 Overhang - None Blinds 114' 0.038 0.90 Overhang - None None TRACE@Load 700 v30 calculated at 12:06 PM on 01/03/2000 Areal Canst Type, Amount Dir Tilt Schedule '-1.00 Wise. Cooling Only (Design) ft 210 ft' 180 o Frame Wall, 4* Ins 80 ft~ o 90 Steel Sheet, 4' Ins Our House G:\ME_ Office\MECH\Loads\officeB_ window2.lds No Des~~ti~r:!____ TMlSc Equip 1 Wal Roof Project Name: Dataset Name: ('j ',,~; ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. ,..., ~i':'o.';>'; , , ~ Zone - 007 23-0ffiee 13 PEOPLE AND LIGHTS GENERAL INFORMATION 1 People 250 Blu/h Number of People People Latent: General Office Space 250 Btu/h Cooling Only (Design) People Type: People Sensible: People Schedule: 4.0 ft None YES Plenum Height Room Mass: Is There Carpet?: 14.0 ft Fir-Fir Height 6'" LW Concrete 1.786 hr.ft""F/Btu 80 ft' Floor Area: Floor Cnstr Type: Ceiling R-Value: 00% load to space 1.5 W/sqft 1.0 Lighting Amount Ballast Factor: Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design) Percent Light Load to Lighting Schedule: Lighting Type: Fixture Type: 50% Room Design RH: Room Design Cooling DB: 72.0 OF Room Design Heating DB: 70.0 OF Dup1. Room Mul Duplicate Floor Multiplier cfm/person air changes/hr Value 20.00 0.30 Tvee General Office Sp Pressurized, Aver Heating Ventilation: Heating Infiltration: AIRFLOW INFORMATION 100%) 100%) Schedule Available Available Value 20.00 cfm/person 0.30 air changes/h TVDe General Office Sp Pressurized, Aver 0.00 air changes/h air changes/h air changes/h Room Exhaust Heeting Supply: Auxiliary Heating Supply: (100%) Available 20.00 elm/person air changes/h air changes/hr Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pel Pet Pet Rad Sent Rm/ Ret! Frcl Cool Heat Perm Loss Tm}! Tmp Len Coef Adj Temp/ External Internal Shading Shading Overhang-.-None aITnds G!~~_.______ Area U Val Shad 75.-0.32 0.40 ROOM COMPONENTS Grnd U Val Alpha Refl Type 0.046 0.90 1.00 Double CDated 114' Const Typel Schedule Frame Wal[4*inS-- Tilt o Dir 180 Areal Amount .'-2fOft' No Description 1'Walj-~ o 0.00 2:06 PM on 01/03/2000 o o None None TRACE@ Load 700 v3.0 calculated at Overhang 0.90 0.038 Cooling Only (Design) o 90 Steel Sheet, 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB _window2.lds .00 W/sq ft 80ft' Mise Equip Project Name: Dataset Name: Roof- C0 ,~~,; ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. o , , ., 007 Zone ,-- , 14 , 24-Office PEOPLE AND LIGHTS GENERAL INFORMATION 1 People 250 Blu/h Number of People People Latent General Office Space 250 Btuth Cooling Only People Type: People Sensible: People Schedule: 4.0 ft Plenum Heigh 4.0 ft Heigh Fir-Fir 80 ft' Floor Area: (Design) None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft'.'F/Btu Floor Cnstr Type: Ceiling R-Value: 00% load to space Fluorescent, hung below ceiling, SUSFLUOR .5W/sqft .0 lighting Amount Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent light Load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DB: 72.0 'F Room Design Heating DB: 70.0 'F Room Mul Dupl Multiplier Duplicate Floor cfm/person air changes/hr Value 20.00 0.30 ~ General Office Sp Pressurized, Aver Heating Ventilation: Heating Infiltration: AIRFLOW INFORMATION Schedule Available Available Value 20.00 cfmJperson 0.30 air changes/hr ~ General Office Sp Pressurized, Aver 0.00 air changes/hr air changes/hr air changes/hr Room Exhaust: Heating Supply: Auxiliary Heating Supply: 100% 100% 100%) Available cfm/person air changes/hr air changes/hr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Pet Rad Senl Rml Rell Frcl Cool Heat Perm Loss "Imp _Imp Len __~oef Adj Tempi Internal Shading None None Glass Grnd External Alpha Refl Type. Area U Val Shad Shading - 0.90---- ... ~-------_._. Overhang ROOM COMPONENTS Const Typel Schedule U Val Steel Sheet, 4" Ins ------0:538 Cooling Only (Design Tilt 9(f Dir 0" Areal Amount -~- 180fF 1.00 W/sq ft 210 ft2 No Descripti_on -fRoof-1 1 Misc Equip o 0.00 2:06 PM on 01103/2000 o o None Blinds TRACE@ Load 700 v3.0 calculated at 0.32 0.40 Overhang 75 .00 Double Coated 114" 0.90 0.046 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB _window2.lds o Frame Wal 180 Wal Project Name. Dataset Name. (~'-'\ t'_';.;J ,.;.:.-'-' r' It. ',,)' ;~-' I ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. Zone - 008 ,-- 15 ,----------- 25-Conference PEOPLE AND LIGHTS GENERAL INFORMATION 6 People 250 Btulh Number of People People latent: Fluorescent, hung below ceiling, 100% load to space SUSFLUOR Conference Room 250 Blulh Cooling Only (Design) People Type: People Sensible: People Schedule: 4.0 ft None YES Plenum Height Room Mass: Is There Carpet?: 14.0 ft Fir-Fir Height 6* LW Concrete 1.786 hr.ft,.oF/Blu 80 ft, Floor Area: Floor Cnstr Type: Ceiling R-Value: 2.0 W/sq ft 1.0 Lighting Amount Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent Light Load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of Dupl. Room Mul Multiplier Duplicate Floor Value 20.00 cfm/person 0.30 air changes/hr ~ General Office Sp Pressurized, Aver Heating Ventilation: Heating Infiltration: AIRFLOW INFORMATION 00% 00% Schedule Available Available Value 20.00 cfm/person 0.30 air changes/hr ~ General Office Sp Pressurized, Aver 0.00 air changes/h air changes/hr air changes/hr Room Exhaust Healing Supply: Auxiliary Heating Supply: 00% (1 Available cfm/person air changes/hr air changes/hr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Pct Rad Senl Rml ReV Frcl Cool Heat Perm Loss Tmp Tm~ Len C'?.ef Adj TempI Internal Shading None Blinds-- Glass External Area U Val Shad Shading is 0.32-0.40 Overhang ROOM COMPONENTS Grnd Reft Type 1.00 DoubleCoate<J 1/4' .00 Double Coaled 1W Canst Typel Dir Tilt Schedule . . U Val Alpha 270-0 FrameWaJi,-4'-iiis--u- '0.046 0.90 Areal Amount 210ft' Description Wall~-2 No "2 o 0.00 2:06 PM on 01/03/2000 o o None Blinds TRACE@ Load 700 v3.0 calculated at None None 0.32 0.40 Overhang Overhang 60 0.90 0.90 0.046 0.038 40 Ins o 90 Steel Sheet, 4* Ins Cooling Only (Design) Our House G:\ME_ Office\MECH\Loads\officeB _ window2.lds Frame Wal o 80 168 ft' 180fF 0.50 W/sq ft Wal Roof- 1 Misc Equip Project Name: Dataset Name: 0' ") .~~- ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. 009 Zone 26-Accounting 16 PEOPLE AND LIGHTS GENERAL INFORMATION 2 People 250 Btu/h Number of People People Latent: General Office Space 250 Btu/h Cooling Only People Type: People Sensible: People Schedule: 4.0 ft Plenum Height 14.0 ft Fir-Fir Height 240 ft' Floor Area: (Design None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft2.oF/Btu Floor Cnstr Type: Ceiling R~Varue: .5 W/sqft .0 100% load to space lighting Amount Ballast Factor. Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design) Percent Light Load to lighting Schedule: Lighting Type: Fixture Type: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of Dupl. Room Mul Duplicate Floor Multiplier Value 20.00 0.30 Tvoe General Office Sp Pressurized, Aver AIRFLOW INFORMATION 100%) 100%) Schedule Available Available Value 20.00 cfm/person 0.30 air changes/h ~ General Office Sp Pressurized, Aver cfm/person air changes/hr 0.00 air changes/hr air changeslhr air ehanges/hr Heating Ventilation: Heating Infiltration: Room Exhaust: Heating Supply: Auxiliary Heating Supply: 00%) (1 Available cfm/person air ehanges/h air changes/h 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Rad Rml ReV Frcl Heat Perm Loss I":'P__.!,en Coef Pet 5enl Cool _ _ Tmp Adj Tempi External [nternal Shading Shading Overhang -None "B'ifnds.-- Glass Grnd U Val Alpha Refi Type 0.046 -i)90 fod DoubTe Coaled- 114* ROOM COMPONENTS ConstTypel Schedule Frame Wall, Areal Amount --- 260 ft, o 0.00 TRACEi!l> Load 700 v3.0 calculated at 12:06 PM on 0110312000 o o None None Overhang Area U Val Shad 100 0.32 0040 0.90 0.038 4*Tils Steel Sheet, 4" ins Cooling Only (Design) Our House G:\ME_ Qffice\MECH\Loads\officeB _window2.lds Tilt o o gO Dir 270 240 ft, 1.00 W/sq ft No Description ~wan:-i-- Project Name: Dataset Name Roof-1 Mise Equip -~) , ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. r\ \tJ~> , , _ _____ _ ____ _ __ ____ _________ __-.J Zone - 009 27 -Office 17 PEOPLE AND LIGHTS GENERAL INFORMATION People Btu/h 1 250 Number of People People Latent: General Office Space 250 Btu/h Cooling Only People Type: People Sensible: People Schedule: 4.0 ft Plenum Height 4.0 ft Fir-Fir Height 80 ft' Floor Area: (Design) None YES Room Mass: Is There Carpet?: 6* LW Concrete 1.786 hr.ft'.'F/Btu Floor Cnstr Type: Ceiling R-Value: .5 W/sqft .0 Fluorescent, hung below ceiling, 100% load to space SUSFLUOR Lighting Amount Ballast Factor: Lighting Type: Fixture Type: Percent Light Load to RA 0 % lighting Schedule: Cooling Only (Design) 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of Dupl. Room Mul' Duplicate Floor Multiplier: Value 20.00 0.30 ~ General Office Sp Pressurized, Aver AIRFLOW INFORMATION Schedule Available Available Value 20.00 cfm/person 0.30 air changes/hr TVDe General Office Sp Pressurized, Aver cfm/person air changes/h 0.00 air changes/h air changes/h air ehanges/h Heating Ventilation: Heating Infiltration: Room Exhaust Heating Supply: Auxiliary Heating Supply: 00% 00% 100%) Available 20.00 cfm/person air changes/hr air ehanges/hr Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pct Pct Rad Ad; TempI Senl Rml ReV FrcJ Internal Cool Heat Perm Loss Shading Tmp Tmp Len Coef ~Hourfy-6ADB--~- -- ----- External A!~_~_ y_~C!!~!!~~ Shadin~~___ ROOM COMPONENTS ________J?!~tS_S_ Type Grnd U Val Alpha Refl 0.040 Const Type. Dir Tilt Schedule ---- --- 4* LW Cone, 4* Ins Cooling Only (Design) Areal Amount n-Ta6ft2 No Description 1-~ -Floo--.=-=-1 Misc Equip o 000 o o 00 W/sq ft 210 ft' 2:06 PM on 01/03/2000 None Blinds TRACE@ Load 700 v3.0 calculated at None None 0.32 0.40 Overhang Overhang 75 .00 Double Coated 114" 0.90 0.90 0.046 0.038 4* Ins Steel Sheet, 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB _ window2.lds Frame Wal o 90 270 o 180 fP -1 Project Name: Dataset Name: Wal Roof- ) -' C~ ~;. ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc, n '\'> , , _ _ _ _ _ _ -.l 009 Zone 28-0ffice 18 PEOPLE AND LIGHTS GENERAL INFORMATION People Btu/h 1 250 Number of People People latent: General Office Space 250 Btu/h Cooling Only Peopie Type: People Sensible: People Schedule: 4.0 ft Plenum Height 4.0 ft Height Fir-Fir 180 ft, Floor Area: (Design) None YES Room Mass: Is There Carpet?: 6* LW Concrete 1.786 hr.ft'..F/Btu Floor Cnstr Type: Ceiling R-Value: .5W/sqft .0 100% load to space Lighting Amount Ballast Factor: Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design) Percent light Load to lighting Schedule: Lighting Type: Fixture Type: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of Ro'om Mul Dupl Multiplier Duplicate Floor Value 20.00 cfm/person 0.30 air changes/hr Tvoe General Office Sp Pressurized, Aver AIRFLOW INFORMATION 00% 00% Schedule Available Available Value 20.00 elm/person 0.30 air changes/h Tvoe General Office Sp Pressurized, Aver 0.00 air changeslhr air changesfhr air changesfh Heating Ventilation: Heating Infiltration: Room Exhaust: Heating Supply: Auxiliary Heating Supply: 00%) (1 Available cfmfperson air changesfhr air changesfh 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pct Rad ReV Frcl Perm Loss Len Coef Pet Pct Sen/ Rm/ Cool Heat Tmp Tmp Adj Temp/ External Internal Shading Shading -- -----HoUrly OADB None None None Blinds Glass ROOM COMPONENTS Gmd U Val Alpha Refl Type - 0.040 ---- 0.038 0.046 Const Type/ Schedule 4* LW Cone, 4* Ins Steel Sheet, 4. Ins Frame Wall, 4* Ins Areal Amount - 180 ft'-- 180ft' 210ft' U Val Shad Area Dir Tilt No Description '1Roor ~ 1 1 Roof-l 1 Wall-l Overhang Overhang 0.90 0.90 o gO 270 0 0.00 TRACE@Load700v3.0calculatedat12:06PMonOl/03/2000 o o o 0.32 0.40 75 .00 Double Coated 114" Cooling Only (Design) Our House G:\ME _ Office\MECH\Loads\officeB _window2.lds .00 W/sq ft Misc Equip Project Name: Dataset Name ~ t,!'."1 ..,:..;J ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. l) -"""--- , , _ _ _-.J Zone - 009 29-Offiee ,- : 19 l_____ PEOPLE AND LIGHTS GENERAL INFORMATION People 250 Btu/h Number of People People Latent: General Office Space 250 Btu/h Cooling Only People Type: People Sensible: People Schedule: 4.0 ft Plenum Height 4.0 ft Height Flr-Fi 80 ft' Floor Area: (Design) None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft,.oFfBtu Floor Cnstr Type: Ceiling R-Value: .5 W/sqft .0 100% load to space Lighting Amount Ballast Factor Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design) Percent Light Load to lighting Schedule: Lighting Type: Fixture Type: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of Dupl. Room Mul Duplicate Floor Multiplier Value 20.00 cfm/person 0.30 air changes/hr ~ General Office Sp Pressurized, Aver AIRFLOW INFORMATION 00% 00% Schedule Available Available Value 20.00 cfm/person 0.30 air changes/hr ~ General Office Sp Pressurized, Aver 0.00 air changes/h air changeslhr air changes/hr Heating Ventilation: Heating Infiltration: Room Exhaust: Heating Supply: Auxiliary Heating Supply: 00% Available 20.00 cfm/person air changes/h air changes/h Cooling Ventilation Coating Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Rad Frc/ Loss Pet ReV Perm Len Pet Rm/ Heat Pet Senl Cool Tmp Adj Temp/ Internal Shading Hourly-dADS - None Blinds External Shading Glass ROOM COMPONENTS Grnd U Val Alpha Refl Type 0.040 ----- 0.046 Canst Typel Oir Tilt Schedule ---- - 4-*(.W Cone, 4* Ins- o Frame Wall, 4* Ins Areal Amount 18o-F 210 ft2 Coef Tmp U Val Shad Area Description Floor:1 Wall-l No '[ 0.32 0.40 Overhang 75 .00 Double Coated 1/4' 0.90 270 0.00 2:06 PM on 01103/2000 o o o None None TRACE@ Load 700 v3.0 calculated at Overhang 0.90 0.038 Cooling Only (Design) 90 Steel Sheet, 4'lns Our House G:\ME_ Office\ME CH\Loads\officeB _ window2.lds o .00 Wfsq ft 180 ft2 Misc Equip Project Name: Dataset Name: Roof- () '~. ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. (> \-.:".~-j - - --- --- ---------- --- 20 210-0ffice 009 Zone PEOPLE AND LIGHTS GENERAL INFORMATION People 250 Btuth Number of People People Latent: General Office Space 250 Btu/h People Type: People Sensible: People Schedule: 4.0 ft Plenum Height 14.0 ft Fir-Fir Height 80 ft, Floor Area: Cooling Only (Design None YES Room Mass: Is There Carpet?: 6"' LW Concrete 1.786 hr.ft""FtBtu Floor Cnstr Type: Ceiling R-Value: .5 W/sqft .0 100% load to space Lighting Amount Ballast Factor: Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design) Percent Light Load to Lighting Schedule: Lighting Type: Fixture Type: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of Dupl. Room Mul Duplicate Floor Multiplier Value 20.00 elm/person 0.30 air changes/hr r- General Office Sp Pressurized, Aver AIRFLOW INFORMATION 00%) 00%) Schedule Available Available Value 20.00 cfm/person 0.30 air changes/hr r- General Office Sp Pressurized, Aver 0.00 air changeslhr air changes/hr air changes/hr Heating Ventilation: Heating Infiltration: Room Exhaust Heating Supply: Auxiliary Heating Supply: 00% (1 Available cfm/person air changes/hr air changes/hr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pct Pct Pet Rad Adj Tempt Sent Rm/ Reli Frci fntemal Cool Heat Perm Loss Shading Tmp Tmp Len Coef None Blinds------ Glas~ External Area U Val Shad Shading 75 0.32D.400veihang ROOM COMPONENTS Grnd U Val Aipha Refi Type -0.046 -- o9o-fooO-ouble Coated 114' Const Typet Schedule Frame Wall, 4* ins Areal Amount 210 ft, 0.00 TRACE@Load 700 v30 calculated at 12:06 PM on 01103/2000 o o o None None Hourly OADB Overhang 0.90 0.038 0.040 Dir Tilt 2700 o gO Steel Sheel, 4" Ins 4* LW Cone, 4'" Ins Cooling Only (Design) Our House G:\ME_ Office\MECH\Loads\officeB_window2 .Ids 180ft' 180ft' .00 W/sq ft Description iN"TI =1 Project Name. Dataset Name. Roof-1 Floor-1 Mise Equip No 1 ,.,..-", (':1 l'....~":.:,_~> ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. (';; ,~,../ , , _ _ _ _ _ _ _ _ _ __ __ _ __ _ _ _ _ _ _ _ _ _ _ __ _ _ __ _ _ _ _ _ _ _ _-.J 009 Zone 211..office 1-------------- , 21 , PEOPLE AND LIGHTS GENERAL INFORMATION People Btu/h 1 250 Number of People People Latent: General Office Space 250 Btu/h People Type: People Sensible: People Schedule: 4.0 ft Plenum Height 4.0 ft Height Fir-Fir 180 ft2 Floor Area: Cooling Only (Design None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft'."FIBtu Floor Cnstr Type: Ceiling R-Value: 100% load to space W/sqft .5 .0 Lighting Amount Ballast Factor: Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design Percent Light Load to Lighting Schedule: Lighting Type: Fixture Type: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 OF Room Mul Dupl Duplicate Floor Multiplier Value 20.00 0.30 Tvoe General Office Sp Pressurized, Aver AIRFLOW INFORMATION Schedule Available (100%) Available (100%) Value 20.00 cfm/person 0.30 air changes/hr 1= General Office Sp Pressurized, Aver cfm/person air changes/hr air changes/hr air changes/hr air changes/hr 0.00 Heating Ventilation: Heating Infiltration: Room Exhaust: Heating Supply: Auxiliary Heating Supply: 00% Available 20.00 cfm/person air changes/h air changes/h Cooling Ventilation Cooling Infiltration: Vav Minimum Airtlow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Pet Rad Senl Rm/ ReV Frc! Cool Heat Perm Loss Tmp ~mp ~n__~()~f Adj Tempi External Internal Shading Shading -----HQuify OADB Overhang - None Blinds ROOM COMPONENTS _____Glass_ Area U Val Shad Grnd U Val Alpha Refl Type 0.040 -------- 0.046 Const Type/ Schedule 4* LW Cone, 4* Ins Frame Wall, 4' Ins Ti Oir Areal Amount ----" 180n'-- 210ft' No Description 1 Floor-l 1 Wall-l o 0.00 2:06 PM on 0110312000 o o None None TRACE@ Load 700 v3.0 calculated at Overhang 0.32 0.40 75 .00 Double Coated 114" 0.90 0.90 0.038 Steel Sheet, 4" Ins Cooling Only (Design) Our House G:\ME_ Office\MECH\Loads\officeB _window2.lds o o gO 270 80 ft2 .00 Wlsq ft Roof-1 Mise Equip Project Name: Dataset Name: Pet Pet Pet Rad Sen/ Rmf ReU Frcl Cool Heat Perm Loss Tmp Tmp Le,,--Coef 0.00 2:06 PM on 01103/2000 0.00 air changeslhr air changes/hr air changeslhr cfm/person air changeslhr .0 W/sqft .0 o o People o Btufh , , _ _ _ _ --1 o Value 20.00 0.30 o Lighting Amount Ballast Factor: 100% load to space Number of People People latent: TRACE@ Load 700 v3.0 calculated at Hourly QADS None None Adj Temp/ External Internal Area U Val Shad Shading Shading 75 0.32 0.40 Ove-rhang--=-None-Biincfs- PEOPLE AND LIGHTS IYR!! General Office Sp Pressurized, Aver Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design) Overhang Room Exhaust Heating Supply: Auxiliary Heating Supply: People Type: None People Sensible: 0 Blufh People Schedule: Cooling Only (Design) Heating Ventilation: Heating Infiltration: Percent Light Load to Lighting Schedule: __ Glass Lighting Type: Fixture Type: ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc, AIRFLOW INFORMATION Grnd U Val Alpha Refl T~pe -0.046 0.90 1.00 Double Coated lW ROOM COMPONENTS -------------- Zone - 010 - - - - - - -- 0.90 Plenum Height 4.0 ft Room Mass: None Is There Carpet?: YES Room Design RH: 50% Oup!. Room Mul' 00%) Schedule Available (100%) Available (100%) 0.040 0.038 (1 Available Areal Const Type, Amount Dir Tilt Schedule 210ft' 270 o Frame Wali,4"*lns .00 Wfsq Cooling Only (Design) ft 180 ft, 4* LW Cone, 4* Ins 180ft' o 90 Steel Sheet, 4' Ins [ Our House G:\ME_ Office\MECH\Loads\officeB _window2.lds cfm/person air changes/hr air changes/hr Value 20.00 cfm/person 0.30 air changes/hr ------------- 212.Break Room GENERAL INFORMATION 4.0 ft 20.00 Fir-Fir Height Floor Cnstr Type: 6* LW Concrete Ceiling R~Value: 1.786 hr.ft'."FfBlu Room Design Cooling DB: 72.0 "F Room Design Heating DB: 70.0 OF Duplicate Floor Multiplier: 1 TVDe Cooling Ventilation General Office Sp Cooling Infiltration: Pressurized, Aver Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: 22 ---~----- 180 ft' n .,..,j Project Name: Dataset Name: No D~~crip~n. -r--Wall - 1 1 Mise Equip 1 Floor~ 1 1 Roof-1 Floor Area' _ _l '?; '-i-~ ";,J;!- ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. r, \..-,;.;-' , , , ,- -- 010 Zone 213.Conference 23 PEOPLE AND LIGHTS GENERAL INFORMATION 6 People 250 Btu/h Number of People People Latent: People Type: Conference Room People Sensible: 250 Btu/h People Schedule: Cooling Only (Design) 4.0 ft None YES Plenum Height Room Mass: Is There Carpet?: 14.0 ft Fir-Fir Height 6* LW Concrete .786 hr.ft,.oF/Btu 80 ft, Floor Area: Floor Cnstr Type: Ceiling R-Value: 00% load to space Fluorescent, hung below ceiling, SUSFLUOR 2.0 W/sq ft 1.0 Lighting Amount Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent Light Load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of Dupl. Room Mul Multiplier: Duplicate Floor Value 20.00 cfm/person 0.30 air changes/h ~ General Office Sp Pressurized, Aver Heating Ventilation: Heating Infiltration AIRFLOW INFORMATION Schedule Available Available Value 20.00 cfm/person 0.30 air changes/hr Type General Office Sp Pressurized, Aver 0.00 air changes/hr air changes/hr air changes/hr Room Exhaust: Heating Supply: Auxiliary Heating Supply: 00% 00% 00%) (1 Available cfm/person air changeslhr air changes/hr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pel Pet Pet Rad "'ass Adj Temp/ Senl Rml ReV Frcl External Internal Cool Heat Perm loss Area U Val Shad Shading Shading Tmp Tmp Len Coef -.----~urly6ADB------ ---- ROOM COMPONENTS Grnd U Val Alpha Refl Type 0.040---- .- ---- ConstTypel Tilt Schedule .~~W Conc, 4-lns Cooling Only (Design) Dir o 0.00 2:06 PM on 01/03/2000 o o None None None Blinds TRACE@Load 700 v3.0 calculated at Overhang Overhang 0.32 0.40 75 .00 Double Coated 114' 0.90 0.90 0.038 0.046 Steel Sheet, 4* Ins Frame Wall. 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB_window2.lds o 90 270 0 Areal Amount ---180 ft, 0.50 W/sq ft 180ft2 210ft2 No Description 1-- Floo~ 1 Misc Equip 1 1 Roof-l 2 Wall-2 Project Name: Dataset Name: A 1,;:,j} ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. r. i,;.,~j ; , , 011 Zone 214-0ffice 24 PEOPLE AND LIGHTS GENERAL INFORMATION 1 People 250 Btu/h Number of People People Latent: (Design) General Office Space 250 Btu/h Cooling Only People Type: People Sensible: People Schedule: 4.0 ft None YES Plenum Height Room Mass: Is There Carpet?: 14.0 ft Fir-Fir Height 6* LW Concrete .786 hr.ft'.'F/Btu 180 ft, Floor Cnstr Type: Ceiling R-Value: Floor Area: 100% load to space Fluorescent, hung below ceiling, SUSFLUOR .5 W/sqft .0 Lighting Amount Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent Light Load to Lighting Schedule: 50% Room Design RH: 'F 'F Room Design Cooling DB: 72.0 Room Design Heating DB: 70.0 Room Mul Dupl Multiplier: Duplicate Floor cfm/person air changes/hr Value 20.00 0.30 1= General Office Sp Pressurized, Aver Heating Ventilation: Heating Infiltration: AIRFLOW INFORMATION 00% 00% Schedule Available Available Value 20.00 cfm/person 0.30 air changes/hr 1= General Office Sp Pressurized, Aver 0.00 air changes/hr air changes/hr air changes/hr Room Exhaust Heating Supply: Auxiliary Heating Supply: (100%) Available 20.00 cfm/person air changes/hr air changes/hr Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Pet Rad Sen/ Rm/ ReV Frd Cool Heat Perm Loss Tm~ Tmp Len Coef Adj Temp/ Internal Shading Hourly OADB None None ROOM COMPONENTS __ _ _ Glass External Area ~~Yal Sh.?~hadin~ Overhang Grnd U Vai Alpha Refl Type 0.040 - 0.038 0.90 Canst Typel Tilt Schedule ---'-4*LVV-tonc~-4*Tns . 90 Steel Sheet, 4* Ins Cooling Only (Design) Dir Areal Amount 180 ft' 180 ft' 1.00 W/sq ft 210 ft' Description Floor~ Roof-l Misc Equip No -1 1 1 o 0.00 2:06 PM on 01/03/2000 o o Blinds TRACE@ Load 700 v3.0 calculated at None Overhang 0.32 0.40 75 .00 Double Coated 1/4' 0.90 0.046 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB _ window2.lds o Frame Wal o 270 -1 Project Name: Dataset Name: Wal ~) /T,,:,: l' ., "-...;..;' ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. c"') ........:.....- ,- , , 011 Zone 215-0ffiee 25 PEOPLE AND LIGHTS GENERAL INFORMATION 1 People 250 Btufh Number of People People Latent General Office Space 250 Btu/h Cooting Only People Type: People Sensible: People Schedule: 4.0 ft Plenum Height Height 14.0 ft Fir-Fir 180 ft' Floor Area: (Design) Fluorescent, hung below ceiling, 100% load to space SUSFLUOR None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft'.'F/Btu Floor Cnstr Type: Ceiling RNalue: .5 W/sqft .0 Lighting Amount Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent Light load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DB: 72.0 OF Room Design Heating DB: 70.0 of Room Mult: Dupl Duplicate Floor Multiplier Value 20.00 cfm/person 0.30 air changes/hr IYM General Office Sp Pressurized, Aver Heating Ventilation: Heating Infiltration AIRFLOW INFORMATION Seheduie Available (100% Available (100% Value 20.00 cfm/person 0.30 air changes/hr IYM General Office Sp Pressurized, Aver 0.00 air changeslhr air changeslhr air changeslhr Room Exhaust: Heating Supply: Auxiliary Heating Supply: 00%) (1 Available 20.00 elm/person air changeslhr air changeslhr Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pel Pet Rad Rmf ReV Frcl Heat Perm Loss Tmp Len Coef Pel Senl Cool ~Tmp Adj Temp/ External Internal Shading Shading Overhang - None Blinds. ROOM COMPONENTS __Glag;__ Grnd U Val Alpha Refi Type Area U Val Shad ~Q046-Q.9ij ~ 1'.00 Double C~oatea----' 75 0.32 0.40 114' Const Type/ Schedule Frame Wall, -4""lns Areal Amount --210 it' o 0.00 TRACE@Load 700 v3.0 calculated at 12:06 PM on 01/03/2000 o o None None Hourly OADB Overhang 0.90 0.038 0.040 Steei Sheet, 4' Ins 4* LW Cone, 4* Ins Cooling Only (Design Our House G:\ME_ Office\MECH\Loads\officeB _ window2.lds Tilt o o 90 Dir 270 180 ft' 180 ft' .00 W/sq ft No Description f-Wali~Tn- Project Name: Oataset Name: Rool-l Floor -1 Misc Equip 0) 0., .-:.\: .L' .' ,,~.,-,., ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. ,- , 26 , 011 Zone 216-Qffice PEOPLE AND LIGHTS GENERAL INFORMATION People 250 Btu/h Number of People People Latent: General Office Space 250 Btu/h Cooling Only (Design) People Type: People Sensible: People Schedule: 4.0 ft None YES Plenum Height Room Mass: Is There Carpet?: 4.0 ft Fir-Fir Height 6* LW Concrete .786 hr.ft'.'F/Btu 80 ft, Floor Area: Floor Cnstr Type: Ceiling R-Value: 100% load to space Fluorescent, hung below ceiling, SUSFLUOR Wlsqft .5 .0 lighting Amount Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent Light Load to lighting Schedule: 50% Room Design RH: 'F 'F Room Design Cooling DB: 72.0 Room Design Heating DB: 70.0 Dupl. Room Mul' Duplicate Floor Multiplier efm/person air changes/hr Value 20.00 0.30 ~ General Office Sp Pressurized. Aver Heating Ventilation: Heating Infiltration: AIRFLOW INFORMATION Schedule Available (100% Available (100% Value 20.00 cfm/person 0.30 air changes/h ~ General Office Sp Pressurized, Aver 0.00 air changes/hr air changes/hr air changes/hr Room Exhaust Heating Supply: Auxiliary Heating Supply: 00% (1 Available cfm/person air changeslhr air changes/hr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pct Pet Rad Rm/ ReV Frcl Heat Perm Loss Tmp __~~.~n Cae! Pct Senl Cool Tmp Glas" Adj Tempi External Internal Area U Val Shad Shading Shading 75 0.32 0.40 Overhang - None Blinds - ROOM COMPONENTS Grnd U Val Alpha Refl Type 0.046 0.90 -1.00 Double Coated 1W Consl Typel Dir Tilt Schedule --270 -----oF-rame Wall, Area, Amount ------ 210ft'- -4*tr1s.-.-. No Description l--Wa"~- o 0.00 TRACE@Load 700 v3.0 calculaled at 12:06 PM on 01/0312000 o o None Hourly OADB None Overhang 0.90 0.038 0.040 o 90 Steel Sheet, 4' Ins Cooling Only (Design) 4'" LW Cone, 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB _ window2.lds 80 ft' 00 Wlsq ft 80 ft, Roof-l Misc Equip Floor Project Name: Dataset Name: " ) ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. r' V.~j' , , , , - Zone - 012 217-0ffice 27 PEOPLE AND LIGHTS GENERAL INFORMATION 1 People 250 Btu/h Number of People People Latent: General Office Space 250 Btu/h Cooling Only (Design) People Type: People Sensible: People Schedule: 4.0 ft None YES Plenum Height Room Mass: Is There Carpet?: 4.0 ft Height Fir-Fir 6* LW Concrete .786 hr-ft2.oF/Btu 80 ftz Floor Area: Floor Cnstr Type: Ceiling R-Value: 100% load to space Fluorescent, hung below ceiling, SUSFLUOR .5 W/sqft .0 Lighting Amount BaHast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent light Load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 OF Room Mul Dupl Multiplier Duplicate Floor cfm/person air changes/hr Value 20.00 0.30 Tvee General Office Sp Pressurized, Aver AIRFLOW INFORMATION Schedule Available Available Value 20.00 cfm/person 0.30 air changes/hr Tvoe General Office Sp Pressurized. Aver 0.00 air changes/hr air changeslhr air changes/hr Heating Ventilation: Heating Infiltration: Room Exhaust: Heating Supply: Auxiliary Heating Supply: 00% 00% 00%) (1 Available 20.00 cfm/person air changeslhr air changeslhr Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Rad Frc! Loss Coef 0.00 Pet Pet Pet Senl Rml Ret! Cool Heat Perm Tmp Tmp -----0-0 Adj Tempi Internal Shading J~j~ss_~_ External _~ea_~Va!.~ad Shadinll ROOM COMPONENTS Grnd _U Val Alplla Refl TYJ'e__. Const Type, Schedule Cooling Only (Design) Areal Amount 1.00 Wlsq ft 180ft' 166ft2 Len o Hourly OADB None Blinds Ti Dir No Description 1 Mise EquIp None Blinds None None Overhang Overhang 0.32 0.40 Overhang 0.32 0.40 60 75 .00 Double Coated 1/4* .00 Double Coated 114" 0.90 0.90 0.90 0.040 0.046 0.038 0.046 4* LW Conc, 4* Ins Frame Wall, 4* Ins o 90 Steel Sheet, 4. Ins 270 0 Frame Wall, 4. Ins o o 180ft' 210 ft' Floor -1 Wall-2 Roof-1 Wall-l 1 2 2:06 PM on 01/03/2000 TRACE@ Load 700 v3.0 calculated at Our House G:\ME_ Office\MECH\Loads\officeB_ window2.1ds Project Name: Dataset Name: ('; "'-"c'" I --.- ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. Zone - 013 218-open 1-------- , 28 , PEOPLE AND LIGHTS GENERAL INFORMATION 175 sq ftlperson 250 Btu/h Number of People People Latent: General Office Space 250 Blu/h Cooling Only People Type: People Sensible: People Schedule: 4.0 ft Plenum Height 4.0 ft Height Fir-Fir 480 ft' Floor Area: (Design) None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft,.oF/Btu Floor Cnstr Type: Ceiling R-Value: 100% load to space 2.0 W/sq ft 1.0 Lighting Amount Ballast Faetor: Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design) Percent Light Load to Lighting Schedule: Lighting Type: Fixture Type: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of Dupl. Room Mul' Multiplier Duplicate Floor efm/person air changes/hr Value 20.00 0.30 Tvoe General Office Sp Pressurized, Aver AIRFLOW INFORMATION Schedule Available Available Value 20,00 cfm/person 0.30 air changes/hr ~ General Office Sp Pressurized, Aver 0.00 air changes/hr air changes/hr air changes/hr Heating Ventilation: Heating Infiltration: Room Exhaust Heating Supply: Auxiliary Heating Supply: 100%) 100%) (100% Available cfm/person air ehangesfhr air ehanges/hr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Rad ReV Frcl Perm Loss Len Coef ----- Pct Rm/ Heat TrnJ'_ Pct Senl Cool Tm!, Adj Temp, Internal Shading None Blinds -- _GJ~!)~ External Area U Val Shad Shading 200~- 0.32 -6:40 Overhang--= ROOM COMPONENTS Grnd U Val Alpha Refl Type 0.046 0.90 1.00 Double-Coated 114" Const Type/ Schedule Frame-wail, Ok Tilt 00 Areal Amount --560ft' No Description -1-Wall~1 4* Ins o 0.00 2:06 PM on 01/03/2000 o o None None Hourly OADB TRACE@ Load 700 v3.0 calculated at Overhang 0.90 0.038 0.040 Cooling Only (Design) o 90 Steel Sheet, 4* Ins 4* LW Cone, 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB _window2.lds 00 W/sq ft 480ft' 480ft' Mise Equip Project Name: Dataset Name: Roof-1 Floor-1 (~) '. ,.1) 'l~,.;.:..,..' ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. 0. \iL>;;,~.j , , , _ _ _ _ --1 Zone - 014 219-0pen 29 PEOPLE AND LIGHTS GENERAL INFORMATION o People o Btulh Number of People People Latent: None o Btu/h Cooling Only (Design) People Type: People Sensible: People Schedule: 4.0 ft Plenum Height 14.0 ft Fir-Fir Height 08 ft, Floor Area: None YES Room Mass: Is There Carpet?: 6'" LW Concrete 786 hr.ft'.'F/Btu Floor Cnstr Type: Ceiling R-Value: 2.0 W/sq ft 1.0 00% load to space lighting Amount Ballast Factor: below ceiling, RA 0% Cooling Only (Design) Fluorescent, hung SUSFLUOR Percent Light Load to Lighting Schedule: Lighting Type: Fixture Type: 50 % Room Design RH: Room Design Cooling DB: 72.0 OF Room Design Heating DB: 70.0 of Room Mul Dupl Duplicate Floor Multiplier Value 20.00 0.30 ~ General Office Sp Pressurized, Aver AIRFLOW INFORMATION Schedule Available Available Value 20.00 cfm/person 0.30 air changes/hr ~ General Office Sp Pressurized, Aver cfm/person air changes/h 0.00 air changes/hr air changes/hr air changes/hr Heating Ventilation: Heating Infiltration Room Exhaust Heating Supply: Auxiliary Heating Supply: 00%) 00%) Available (100%) 20.00 cfm/person air changes/hr air changes/hr Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Rad Rm/ ReV Frcl Heat Perm Loss !~p Len Coef Pct Senl Cool Adj Temp/ Internal "hading Hourly ClADS None None None Blinds External Shading Glass Grnd Alpha_i'~f1 -r~p_e.____~_ Area ROOM COMPONENTS TmJl 206 PM on 01/03/2000 None Blinds TRACE@ Load 700 v3.0 calculated at Overhang Overhang 0.32 0.40 Overhang U Val Shad 0.32 0.40 60 45 .00 Double Coated 114' .00 Double Coated 1/4* 0.90 0.90 0.90 UVal 0.04cf 0.038 0.046 0.046 Const Type/ Schedule 4* LW Conc. 4* Ins Steel Sheet, 4' Ins Frame Wall, 4* Ins Frame Wall. 4* Ins Ti o 90 gO 0 o Our House G:\ME _ Office\MECH\Loads\officeB _ window2.lds Dir o Areal Amount lOBft2- 108 ft2 168 ft2 26 ft, No Description -r---FiCior-=-f 1 Roof-1 2 Wall-2 Wall Project Name: Dalaset Name: I / (~,'~ '. _~.7 ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. o 014 Zone 220-open ,- , 30 , l _ _ _ _ __ PEOPLE AND LIGHTS GENERAL INFORMATION o People o Blu/h Number of People People Latent: None o Btulh Cooling Only (Design) People Type: People Sensible: People Schedule: 4.0 ft Plenum Height 14.0 ft Height Fir-Fir 972 ft' Floor Area: None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft'.'F/Blu Floor Cnstr Type: Ceiling R.Value: 2.0 W/sq ft 1.0 Fluorescent, hung below ceiling, 100% load to space SUSFLUOR Lighting Amount Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent Light Load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DB: 72.0 OF Room Design Heating DB: 70.0 OF Dupl. Room Mul Duplicate Floor Multiplier Value 20.00 0.30 IYil!! General Office Sp Pressurized, Aver AIRFLOW INFORMATION 00% 00% Schedule Available Available Value 20.00 elm/person 0.30 air changes/hr IYil!! General Office Sp Pressurized, Aver cfm/person air changes/h 0.00 air changes/h air changes/hr air changes/hr Heating Ventilation: Heating Infiltration: Room Exhaust Heating Supply: Auxiliary Heating Supply: 00%) Available 20.00 cfm/person air changes/hr air changes/hr Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Pet Rad Sen/ Rm/ ReV Frcl Cool Heat Perm Loss ___. Tmp _!!'2P. Len Coef Adj Temp/ Internal Shading None NOne~--" External Shading Overhang Glass ROOM COMPONENTS Grnd U Val Alpha Refl Type 0.046 0.90 1.00 Double Coated 114" Canst Typel Dir Tilt Schedule 9O---0~ame-Waf[4* Ins Areal Amount ,512 ft2- 2:06 PM on 01/03/2000 None None Hourly OADB TRACE@ Load 700 v3.0 calculated at Overhang Area U Val Shad 540-0.32 0.40 0.90 0.038 0.040 Steel Sheet, 4" Ins 4* LW Cone, 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB_ window2.lds o 90 972 ft' 972 ft2 Description Wall-l ..-. Project Name: Dataset Name: Roof-l Floor-1 No '[ } ') I\,.~':'j ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. , , ____-.J 015 Zone 221-0pen 31 PEOPLE AND LIGHTS GENERAL INFORMATION 175 sq ftIperson 250 Blulh Number of People People Latent: Fluorescent, hung below ceiling, 100% load to space SUSFLUOR General Office Space 250 Btu/h Cooling Only (Design) People Type: People Sensible: People Schedule: 4.0 ft None YES Plenum Height Room Mass: Is There Carpet?: 4.0 ft Fir-Fir Height 6* LW Concrete .786 hr.ft'..F/Btu ,968 ft' Floor Cnstr Type: Ceiling R-Value: Floor Area: 2.0 W/sq ft 1.0 Lighting Amount Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent Light Load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of Room Mul Dupl Duplicate Floor Multiplier: cfm/person air changes/hr Value 20.00 0.30 ~ General Office Sp Pressurized, Aver Heating Ventilation: Heating Infiltration: AIRFLOW INFORMATION Schedule Available Available Value 20.00 elm/person 0.30 air changes/hr ~ General Office Sp Pressurized, Aver 0.00 air changes/h air changes/hr air changes/hr Room Exhaust: Heating Supply: Auxiliary Heating Supply: 00%) 00%) 00%) (1 Available 20.00 elm/person air changes/hr air changes/hr Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Rad Rml ReV Frc! Heat Perm Loss Tmp Len ._Coel o 0.00 2:06 PM on 01103/2000 o Pet Senl Coo! --Imp o TRACE@ Load 700 v3,Q calculated at Adj TempI Internal Shading ---Hourly oA-I5i3 None None Gla~L External Area U V~i3had Shading Overhang ROOM COMPONENTS Grnd Alpha__Re~Type 0.90 UVal 0.040 0.038 Areal Const Typel Amount Dir Tilt Schedule ------~96irft2-u- 4* LW Cori~*lns 1,968 ft' 0 gO Steel Sheet, 4. Ins 1.00 W/sq Cooling Only (Design) ft Our House G:\ME_ Office\MECH\Loads\officeB _ window2.1ds Description Floor:: f Roof-1 Misc Equip Project Name' Dataset Name: No ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. ri c"""i~Y 016 Zone 1-------------- : 32 222-Conference PEOPLE AND LIGHTS GENERAL INFORMATION 6 People 250 Btu/h Number of People People Latent: Conference Room 250 Blu/h Cooling Only (Design) People Type: People Sensible: People Schedule: 4.0 ft None YES Plenum Height Room Mass: Is There Carpet?: Fir-Fir Height 14.0 ft 6* LW Concrete .786 hr.ft'."F/Btu 180 ft' Floor enstr Type: Ceiling R-Value: Floor Area: 100% load to space Fluorescent, hung below ceiling, SUSFLUOR 2.0 W/sq ft 1.0 lighting Amount Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent Light Load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DR 72.0 of Room Design Heating DB: 70.0 of Room Mul Dupl Multiplier Duplicate Floor cfm/person air changes/hr Value 20.00 0.30 Tvee General Office Sp Pressurized, Aver Heating Ventilation: Heating Infiltration: AIRFLOW INFORMATION 100% 100% Schedule Available Available Value 20.00 efm/person 0.30 air changes/hr r- General Office Sp Pressurized, Aver 0.00 air changes/hr air ehanges/hr air ehanges/hr Room Exhaust: Heating Supply: Auxiliary Heating Supply; (100% Available 20.00 etm/person air changes/hr air changes/hr Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow; Cooling Supply: Auxiliary Cooling Supply; Pet Pet Pel Rad Senl Rml ReV Frc/ Cool Heat Perm Loss Tmp Tmp Len Coet Adj Temp/ Internal Shading Hourly DADB GI~~~ External Area U Val Shad Shadirlg_ ROOM COMPONENTS Grnd U Val Alpha Refl Type 0.040.---- Canst Typel Schedule 4" LW Cone, 4" Ins' Cooling Only (Design) Ti Oil ft, W/sq ft ft, Area/ No Description Amount TFf6~----.- .'185 1 Mise Equip 0.50 0.00 12:06 PM on 01103/2000 o o o None None TRACE@ Load 700 v3.0 calculated a Overhang 0.90 0.038 90 Steel Sheet, 4" Ins Our House G:\ME_ Office\MECH\Loads\officeB _ window2.lds o 80 Roof Project Name: Dataset Name: () '_.~ ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. I -, , , " 017 Zone 223-Library/Plotter 33 ,---------- PEOPLE AND LIGHTS GENERAL INFORMATION o People o Btu/h Number of People People Latent: Fluorescent, hung below ceiling, 100% load to space SUSFLUOR None o Blu/h Cooling Only (Design) People Type: People Sensible: People Schedule: 4.0 ft None YES Plenum Height Room Mass: Is There Carpet?: 14.0 ft Fir-Fir Height 6* LW Concrete .786 hr.ft'."F/Btu 440 It' Floor Cnstr Type: Ceiling R-Value: Floor Area: 1.0 W/sq ft 1.0 Lighting Amount Ballast Factor RA 0% Cooling Only (Design Lighting Type: Fixture Type: Percent Light Load to Lighting Schedule 50 % Room Design RH: Room Design Cooling DB: 75.0 OF Room Design Heating DB: 68.0 OF Dupl. Room Mul Duplicate Floor Multiplier: cfm/person air changes/h Value 20.00 0.30 ~ General Office Sp Pressurized, Aver Heating Ventilation: Heating Infiltration: AIRFLOW INFORMATION 00%) 00%) Schedule Available Available Value 20.00 efm/person 0.30 air changes/hr ~ General Office Sp Pressurized, Aver 0.00 air changes/hr air changes/hi air changes/hi Room Exhaust: Heating Supply: Auxiliary Heating Supply: 00%) Available 20.00 cfm/person air changes/h air changes/h Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pct Pet Rad Rm/ ReV Frc! Heat Perm loss Tmp len Coef IJ 0 0.00 Pct Senl Cool Tmp (] Adj Tempi Internal Shading Glass External _~ Area U Val ~~~ Shac!n_~___ ROOM COMPONENTS Grnd lLV~ !-iEh!l. _Flefl.Type 2:06 PM on 01/0312000 None None Hourly OADB TRACE@Load 700 v3.0 calculated at Overhang 0.90 0.038 0.040 Const Type, Schedule Cooling Only (DesIQn) Steel Sheet, 4" Ins 4'" LW Cone, 4'" Ins Our House G:\ME_ Office\MECH\Loads\officeB_ window2 .Ids Oir Tilt o 90 Areal Amount 2,000.00 Btuh 440 ft' 440 ft' Description PlotterS--- Roof-l Floor- Project Name: Dataset Name: No '[ () ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. f\ t') ",",.-' , , 34 , 017 Zone 224-Copy PEOPLE AND LIGHTS GENERAL INFORMATION o People o Btu/h Number of People People Latent: None o Btu/h Cooling Only (Design) People Type: People Sensible: People Schedule: 4.0 ft None YES Plenum Height Room Mass: Is There Carpet?: 4.0 ft Fir-Fir Heigh 6" LW Concrete .786 hr.ft'.'F/Btu 20 ft, Floor Area: Floor Cnstr Type: Ceiling R-Value: 00% load to space Fluorescent, hung below ceiling, SUSFLUOR .0 W/sqft .0 Lighting Amount Ballast Factor: 0% Cooling Only (Design) RA Lighting Type: Fixture Type: Percent Light Load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DB: 75.0 of Room Design Heating DB: 68.0 of Dupl. Room Mul' Duplicate Floor Multiplier: cfmfperson air changes/h Value 20.00 0.30 ~ General Office Sp Pressurized, Aver Heating Ventilation: Heating Infiltration: AIRFLOW INFORMATION Schedule Available (100% Available (100% Value 20.00 cfm/person 0.30 air changes/hr Tvpe General Office Sp Pressurized, Aver 0.00 air changes/hr air changes/h air changes/h Room Exhaust: Heating Supply: Auxiliary Heating Supply: 00% Available 20.00 elm/person air changes/hr air changes/hr Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Pet Rad Senl Rml Retl FrcJ Cool Heat Perm Loss Tmp_ 2~_ Len Coef o 0.00 2:06 PM on 01/03/2000 o o Adj Temp, Internal Shading None Nor'-e--~- Hourly OADB TRACE@ Load 700 v3.0 calculated at External Area U Val Shad Shading -----OVerhang Glajis ROOM COMPONENTS Grnd U Val Alpha Refl Type 0.038 0.90 __d 0.040 Const Typel Dir Tilt Schedule -0 90 Steel Sheet, 4' Ins 4* LW Cone, 4* Ins Cooling Only (Design) Our House G:\ME_ Office\MECH\Loads\officeB _ window2.1ds Areal Amount 120tr 120 ftz 4,500.00 Btuh Description Roof-1 Floor-1 Copy and Coffee Project Name: Dataset Name: No '[ ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc, r \;;..:;.:/ ------------1 , , --~ Zone - 017 225-open , , 35 , ,-------------- PEOPLE AND LIGHTS GENERAL INFORMATION 175 sq ftIperson 250 Btu/h Number of People People Latent: General Office Space 250 Btu/h People Type: People Sensible: People Schedule: 4.0 ft Plenum Height 4.0 ft Height Flr-FI ,600 ft, Floor Area: Cooling Only (Design) None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft'.'F/Btu Floor Cnstr Type: Ceiling R-Value: 100% load to space 2.0 W/sq ft 1.0 Lighting Amount Ballast Factor: Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design Percent Light Load to Lighting Schedule: Lighting Type: Fixture Type: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of Cup\. Room Mul Duplicate Floor Multiplier: cfmfperson air changes/hr Value 20.00 0.30 ~ General Office Sp Pressurized, Aver AIRFLOW INFORMATION 00%) 00%) Schedule Available Available Value 20.00 cfm/person 0.30 air changes/hr ~ General Office Sp Pressurized, Aver 0.00 air changes/hr air changeslhr air changes/hr Heating Ventilation: Heating Infiltration: Room Exhaust: Heating Supply: Auxiliary Heating Supply: 00%) Available cfm/person air changes/hr air changes/hr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Rad Rm/ ReV Frc/ Heat Perm loss T~_.~e_n Coef o 0.00 2:06 PM on 01/03/2000 o Pet Sen/ Cool Tmp o Adj Temp/ Internal Shading None-NQ-ne- Hourly OADB TRACE@ Load 700 v3.Q calculated at External Shading Overhang Glas~ Area U Val Shad ROOM COMPONENTS Grnd U Val Alp~ Refl T\'I'e ---6.036 0.90 0.040 Const Type. Dir Tilt Schedule o 90SteelSh.ef, .j'lns 4* LW Cone, 4* Ins Cooling Oniy (Design) Our House G:\ME_ Office\MECH\Loads\officeB _ window2.lds Area. Amount ,600ft' ,600 ftz 1.00 W/sq ft Description Roof=~ Floor-1 Misc Equip Project Name: Dataset Name: No (:, '..-,0> ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. f' " ;' , , , ,- 018 Zone 226-Open 36 PEOPLE AND LIGHTS GENERAL INFORMATION 175 sq ftJperson 250 Blu/h Number of People People Latent: General Office Space 250 Btu/h Cooling Only People Type: People Sensible: People Schedule: 4.0 ft Plenum Height 4.0 ft Heigh Fir-Fir ,960 ft' Floor Area: (Design) Fluorescent, hung below ceiling, 100% load to space SUSFLUOR None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft'."F/Btu Floor Cnstr Type: Ceiling RNalue: 2.0 W/sq ft 1.0 Lighting Amount Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent Light Load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of Room Mul' Dupl Duplicate Floor Multiplier: Value 20.00 0.30 Type General Office Sp Pressurized, Aver AIRFLOW INFORMATION Schedule Available Available Value 20.00 elm/person 0.30 air changes/hr r- General Office Sp Pressurized, Aver cfm/person air changesfhr air changes/hr air changes/hr air changes/h 0.00 Heating Ventilation: Heating Infiltration: Room Exhaust Heating Supply: Auxiliary Heating Supply: 00%) 00%) 00% Available 20.00 cfm/person air changes/hr air changes/hr Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Pcl Rad Senl Rml ReV Frcl Cool Heat Perm Loss Tmp T.!!lp. Len Coef Glas~ Adj Temp/ External Internal Area U Val Shad Shading Shading -- -. -- ._--~--Overhan~None None -- ROOM COMPONENTS Grnd U Val Alpha Ren Type 0.038 0.90 ~n Cons! Type, Schedule Steel Sheet, 4" Ins Cooling Only (Design) Dir Tilt -0-90 Areal Description Amount Roof _ 1 un -~1~960 ft' ~ Misc Equip 1.00 W/sq ft Floor 1,960 ft2 No '1 1 o 0.00 TRACE@ Load 700 v3.0 calculated at 12:06 PM on 01103/2000 o o Hourly OADB 0.040 4* LW Cone, 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB _ window2.1ds Project Name: Dataset Name: ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. o - - - - - 1 , , __________-.J 019 Zone 37 227 -Open ,--------------------- PEOPLE AND LIGHTS GENERAL INFORMATION 175 sq ftIperson 250 Btulh Number of People People Latent: General Office Space 250 Btu/h People Type: People Sensible: People Schedule: 4.0 ft Plenum Height 4.0 ft Fir-Fir Height 504 ft, Floor Area: Cooling Only (Design) None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft""F/Btu Floor Cnstr Type: Ceiling R-Value: 00% load to space 2.0 W/sq ft 1.0 lighting Amount Ballast Factor: Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design) Percent Light Load to Lighting Schedule: Lighting Type: Fixture Type: 50% Room Design RH: Room Design Cooling DB; 72.0 of Room Design Heating DB: 70.0 of Dupl. Room Mul' Multiplier: Duplicate Floor Value 20.00 cfm/person 0.30 air changeslhr Tvoe General Office Sp Pressurized, Aver AIRFLOW INFORMATION Schedule Available Available Value 20.00 cfm/person 0.30 air changes/h 1= General Office Sp Pressurized, Aver 0.00 air chang~s/hr air changes/hr air changes/hr Heating Ventilation: Heating Infiltration: Room Exhaust Heating Supply: Auxiliary Heating Supply: 100% 100% 00%) Available cfm/person air changes/h air changes/h 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Pet Rad Adj Temp/ Sen/ Rml ReU Frcl Internal Cool Heat Perm loss Shading Tmp Tmp Len Coel -Hourly OADB-.---- --- Glas~ External Area U ~~! ~h~d Sh~c!~9_ ROOM COMPONENTS Grnd Alpha Refl Typ-"--__ UVal 0.040 Consl Type, Schedule 4*-LVV Cone, 4* Ins Cooling Only (Design) Dir Ti Areal Amount 500 ft' 1.00 W/sq ft 504ft' No Description 1 -- Floor-1 1 Misc Equip 0.00 2:06 PM on 01/03/2000 o o o None None TRACE@Load 700 v3.0 calculated at Overhang 0.90 0.038 Steel Sheet, 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB _ window2.lds o 90 Roof Project Name: Dataset Name: ) j ("") '~)l'J ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc, -- , , , -- " 019 Zone 228-0pen 38 t _ _ _ __ PEOPLE AND LIGHTS GENERAL INFORMATION 175 sq ftIperson 250 Btu/h Number of People People Latent: General Office Space 250 Btu/h Cooling Only People Type: People Sensible: People Schedule: 4.0 ft Plenum Height 14.0 ft Fir-Fir Height 360 ft' Floor Area: (Design) None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft,.oF/Btu Floor Cnstr Type: Ceiling R-Value: 2.0 W/sq ft 1.0 Fluorescent, hung below ceiling, 100% load to space SUSFLUOR Lighting Amoun Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent Light Load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of Dupl. Room Mutt Multiplier: Duplicate Floor Value 20.00 0.30 Tvoe General Office Sp Pressurized, Aver AIRFLOW INFORMATION 100% 100% Schedule Available Available Value 20.00 cfm/person 0.30 air changes/h Tvoe General Office Sp Pressurized, Aver cfm/person air changes/hr 0.00 air changes/h air changes/h air changes/h Heating Ventilation: Heating Infiltration: Room Exhaust Heating Supply: Auxiliary Heating Supply: 100% Available cfm/person air changes/h air changes/hr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Pet Rad Senl Rml Ret! Frcl Cool Heat Perm Loss Tmp Tmp Len Coef ----5-0- uo-0.50 2:06 PM on 01103/2000 TRACE@ Load 700 v3.0 calculated at Adj Temp/ Internal Shadinii None None External Shadinii Overhang ROOM COMPONENTS Glass__~__ Area U Val Shad Grnd ~a~~lf>ha.~efl_ !l'!'e 0.90 0.038 (Design 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB _ window2.lds Areal Canst Typel Amount Dir Tilt Schedule (00 Wlsq----- Cooling Only ft 360 ft, Steel Sheet, gO o No Description 1-Mlsc EqujpT--- Roof Project Name: Dataset Name: (J) '~ ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. L__ (":' ,. ",] .-"~./ :.,.",,1 ; , , -, ,- , , 020 Zone 229-0pen 39 PEOPLE AND LIGHTS GENERAL INFORMATION 175 sq flIperson 250 Btu/h Number of People People Latent: General Office Space 250 Btulh People Type: People Sensible: People Schedule: 4.0 ft Plenum Height 4.0 ft Fir-Fir Height 240 ft' Floor Area: Cooling Only (Design) None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft'.'F/Btu Floor Cnstr Type: Ceiling R-Value: 2.0 W/sq ft 1.0 100% load to space Lighting Amount Ballast Factor: Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design Percent Light Load to Lighting Schedule: Lighting Type: Fixture Type: 50% Room Design RH: Room Design Cooling DB: 72.0 OF Room Design Heating DB: 70.0 of Dupl. Room Mul Multiplier: Duplicate Floor Value 20.00 0.30 ~ Generai Office Sp Pressurized, Aver AIRFLOW INFORMATION 100% 100% Schedule Available Available Value 20.00 cfmfperson 0.30 air changes/hr ~ General Office Sp Pressurized, Aver cfm/person air changes/hr 0.00 air changeslhr air changes/hr air changes/hr Heating Ventilation: Heating Infiltration: Room Exhaus' Heating Supply: Auxiliary Heating Supply: 00%) Available cfm/person air changes/hr air changes/hr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Rad Frcl Loss Pct Pct Pet Senl Rml ReV Cool Heat Perm Tmp Tmp Len 0---0- 0 Adj Tempi Internal Shadinlt External U Val Shad Shadinlt Glass ROOM COMPONENTS Const Type, Grnd Schedule U Val Alpha Refl Type Cooling Only (Desi~- - Areal Amount 1.00 W/sq ft 240 ft' 280 ft' Coef 0.00 TRACE@Load 700 v3.0 calculated at 12:06 PM on 01/03/2000 None None None Blinds Overhang Overhang 0.32 0.40 Area 50 .00 Double Coaled 1/4' 0.90 0.90 0.038 0.046 Steel Sheet, 4* Ins Frame WaU, 4* Ins Our House G:\ME_ Office\MECH\Loads\officeB _ window2.lds Dir Ti o 90 90 0 No Description -r-~MlSc Equip Project Name: Dataset Name: Roof-l Wall-l --',.~ j 0> 'i,j~J I ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. -_....._-~- r; \~;..) 020 Zone 230-Open 40 PEOPLE AND LIGHTS GENERAL INFORMATION 175 sq ftIperson 250 Blulh Number of People People Latent: General Office Space 250 Btu/h People Type: People Sensible: People Schedule: 4.0 ft Plenum Height 4.0 ft Height Fir-Fir 240 fF Floor Area: Cooling Only (Design) None YES Room Mass: Is There Carpet?: 6* LW Concrete .786 hr.ft""F/Btu Floor Cnstr Type: Ceiling R-Value: 2.0 W/sq ft 1.0 Fluorescent, hung below ceiling, 100% load to space SUSFLUOR Lighting Amount Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent Light Load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of Room Mul' Dupl Duplicate Floor Multiplier cfmfperson air changes/hr Value 20.00 0.30 TVDe General Office Sp Pressurized, Aver AIRFLOW INFORMATION 00% 00% Schedule Available Available Value 20.00 cfm/person 0.30 air changesfhr ~ General Office Sp Pressurized, Aver 0.00 air changesfhr air changesfh air changes/h Heating Ventilation: Heating Infiltration: Room Exhaust: Heating Supply: Auxiliary Heating Supply: 00%) Available cfmfperson air changesfhr air changesfhr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pct Pct Rad Adj TempI Senl Rmf Ret! Frcl Internal Cool Heat Perm Loss Shading Tmp Tmp Len Coef None None ---~~---~-~---- Hourly OADB None Blinds External Shading Overhang ROOM COMPONENTS ___ Glass_____ Grnd Alpha Refl_!ype__ 0.90 Const Type/ Schedule U Val Steel Sheet, 4" Ins--O:038 4' LW Conc, 4' Ins 0.040 Frame Wall, 4' Ins 0.046 Areal Amount 240 ft2 240fF 260 ft, Area U Val Shad Dir Tilt -090 No Description TROor:;- 1 Floor Wall 0.00 TRACE@Load700v3.0calculated at 12:06 PM on 01/03/2000 o o o Overhang 0.32 0.40 00 .00 Double Coated 114' 0.90 Cooling Only (Design) Our House G:\ME_ Office\MECH\Loads\officeB _window2.lds o gO .00 W/sq ft Mise Equip Project Name: Dalaset Name: ;:J () ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. [ - /'::"\ t,;.',J ..":,.'.... -, , , c - , , , - - ~ Zone - 020 231-Qpen 41 PEOPLE AND LIGHTS GENERAL INFORMATION 175 sq ftlperson 250 Btu/h Number of People People Latent: Fluorescent, hung below ceiling, 100% load to space SUSFLUOR General Office Space 250 Btu/h Cooling Only (Design) People Type: People Sensible: People Schedule: 4.0 ft None YES Plenum Height Room Mass: Is There Carpet?: 14.0 ft Fir-Fir Height 6* LW Concrete 1.786 hr.ft'."F/Btu 470 ft' Floor Cnstr Type: Ceiling R-Value: Floor Area: 2.0 W/sq ft 1.0 Lighting Amount Ballast Factor: RA 0% Cooling Only (Design) Lighting Type: Fixture Type: Percent Light Load to Lighting Schedule: 50% Room Design RH: Room Design Cooling DB: 72.0 of Room Design Heating DB: 70.0 of , Room Mult: Dupl Duplicate Floor Multiplier: efm/person air changes/hr Value 20.00 0.30 1M. General Office Sp Pressurized, Aver Heating Ventilation: Heating Infiltration: AIRFLOW INFORMATION Schedule Available (100% Available (100% Value 20.00 cfm/person 0.30 air changesfhr 1M. General Office Sp Pressurized, Aver 0.00 air changes/hr air changes/hr air changes/hr Room Exhaust Heating Supply: Auxiliary Heating Supply: 100%) Available 20.00 elm/person air changes/h air changes/hr Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pel Pel Rad Rm/ ReV Frci Heat Perm Loss TmL Len. Coef Pet Senl Cool Adj Temp. External Internal Area U Val Shad Shading Shading Tmp 05 ..0.32 0.40 Overhan-g.-=-None'.--Slinds - Glass ROOM COMPONENTS Areal Canst Typel Grnd Amount Dir Tilt Schedule U Val Alpha Ref! Type ~. 294 ft' ----go-a-Frame Wall.4"Tns-O.046 0.90 1.00 Double Coated 1/4- 0.90 1.00 Double Coated 114' Description Wall-l No '[ None Blinds 0.32 040 Overhang 45 0.046 Ins 4' Frame Wal o o 406ft' 2 Wai 2 o 0.00 o o Hourly OADB None None Overhang 0.90 0.040 0.036 Cooling Only (Design) 4* LW Cone, 4* Ins Steel Sheet, 4' Ins o 90 .00 W/sq ft 470 ftz 470ft' Misc Equip Floor-1 Roof-l 2:06 PM on 01/03/2000 TRACE@ Load 700 v3.0 calculated at Our House G:\ME_ Office\MECH\Loads\officeB _ window2.1ds Project Name: Dataset Name: I ENTERED VALUES ROOM BY ROOM By M-E Engineers, Inc. , , , _ _ _ _ .J Zone. 021 232-Core 42 PEOPLE AND LIGHTS GENERAL INFORMATION o People o Btu/h Number of People People Latent: None o Btu/h Cooling Only (Design) People Type: People Sensible: People Schedule: 4.0 ft Plenum Heigh 14.0 ft Fir-Fir Heigh ,480 ft, Floor Area: None YES Room Mass: Is There Carpet?: 6* LW Concrete 1.786 hr.ft,.oF/Btu Floor Cnstr Type: Ceiling RNalue: .0 W/sqft .0 00% load to space Lighting Amount Ballast Factor: Fluorescent, hung below ceiling, SUSFLUOR RA 0% Cooling Only (Design) Percent Light Load to Lighting Schedule: Lighting Type: Fixture Type: 50% Room Design RH: Room Design Cooling DB: 75.0 of Room Design Heating DB: 68.0 of Dup!. Room MuJ Duplicate Floor Multiplier Value 20.00 0.30 IYM General Office Sp Pressurized, Aver AIRFLOW INFORMATION 00% 00% Schedule Available Available Value 20.00 cfmIperson 0.30 air changes/hr IYM General Office Sp Pressurized, Aver cfm/person air changes/hr 0.00 air changes/h air changes/h air changes/hr Heating Ventilation: Heating Infiltration Room Exhaust Heating Supply: Auxiliary Heating Supply: 100% Available cfm/person air changes/hr air changeslhr 20.00 Cooling Ventilation Cooling Infiltration: Vav Minimum Airflow: Cooling Supply: Auxiliary Cooling Supply: Pet Pet Pet Rad Senl Rml ReV FrcJ Cool Heat Perm Loss Tmll Tml'__ Len Cool TRACE@Load 700 v3.0 calculated at 12:06 PM on 01103/2000 Adj Temp/ Internal Shading None - None Glas~ External Area U Val Shad Shading Overhang ROOM COMPONENTS Grnd U Val Alpha Refl Type 0.038 0.90 Const Type/ Tilt Schedule 90 Steel Sheet, 40 Ins Our House G:\ME_ Office\MECH\Loads\officeB_window2.lds Dir 0- Areal Amount '1,480 ft, D~scrip!i(:l~ Roof-1 Project Name: Dataset Name: No ~) '-..~ ENTERED VALUES SYSTEM BY SYSTEM By M-E Engineers, Inc. -----------------1 , , _ _ _ _ J VAV w/Baseboard Heating 001 , : 1 System , - 2.50 0.00 0.00 0.00 0.00 0.00 0.00 STATIC PRESSURES Cooling Supply Fan SP: Heating Supply Fan SP: Return Fan SP: Main Exhaust Fan SP: Auxiliary Supply Fan SP: Room Exhaust Fan SP: Optional Ventilation Fan SP: Return/Outdoor Deck 011(0% 011(0% SYSTEM OPTIONS Ventilation Deck location: Optional Vent Cooling SADB: Optional Vent Healing SADB: Optional Vent Cooling ScI1edule: Optional Vent Heating Schedule: RETAIR PLENUM Supply Duct Location: Return Air Path: Dry Buib 55.00 100.00 Economizer Type: Economizer On Poin Max Percent OA: DESIGN TEMPERATURES Max Cooling Supply: 53.00 53.00 FAN OVERRIDES Location: Location: Suppiy Return Draw Thru Block 53.00 52.00 gg88 Cooling SupplY Fan E\\\ciency Heating SupplY Fan E IClsncy Min Cooling Supply: Max Healing Supply: Min Heating Supply: Max Cooling Coil Leaving: Min Cooling Coil Leaving: Max Preheat Leaving: Min Preheat Leaving: Supply Duct Temperature Diff: Supply Fan Motor Return Fan Motor Supply Fan Cofiguration: Supply Fan Sizing: Btock Cooling Airflow: 90.00 90.00 85.00 85.00 90.00 Return Fan Efficiency: Main Exhaust Fan Efficiency: Aux Supply Fan Efficiency: Room Exhaust Fan Efficiency: Optional Vent Fan Efficiency: .00 Min Room Relative Humidity: Design Humidity Ratio Diff: 75.00 Fan Mechanical Efficiency: 100.00 100.00 00.00 COOLING OVERRIDES People Variance: Lighting Variance: Misc Equipment Variance: 100.00 % of Design Capacity 100.00 % of Design Capacity 100.00 % of Design Capacity 100.00 % of Design Capacity HEATING OVERRIDES -:ity: Main Heating Coil Capa Preheat Coil Capacity: Reheat Coil Capacity: Humidification Coil Capacity: Auxiliary Heating Coil Capaci % of Design Cooling Capacity 00.00 Block System Main Cooling Coil Capacity: Auxiliary Cooling Coil Capacity: Cooling Coil Sizing Method: Cooling Coil location: 2:06 PM on 01103/2000 TRACE@ load 700 v3.0 calculated at Our House G:\ME_ Office\MECH\loads\officeB _ window2.lds Project Name: Dataset Name: