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10930 W. 44th Avenue
4 i CITY OFHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1-t_C.3 - P, r7cb i 0t ec Job Address: 9 3 © W L/q 'L� 4 Permit Number: "r 0 17 © 7 N V 7 ❑ No one available for inspection: Tires ?.fir M Re -Inspection required: Yes _--. No - -_� When corrections have been made, for re -inspection at 303-234- Date: - " (, Insp ` I DO NOT RE E 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: 4` 1011�1, / Job Address: `1 �A) Permit Number: /'� -2 ❑ No one available for inspection -Time i;AM%pM Re -Inspection required: Yes' No,: When corrections have been made, call for re -inspection at 303 -234 - Date: " : - /,tF Inspector: DO NOT REMOVE THIS NOTICE 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: --7- 1 Job Address: Ltd PermitNumber: u 4 ❑ No one available for inspection: Time r AM/PM Re -Inspection required: Yep ` o_ When corrections have been made, call for re -inspection at 303-234-5933 1 j f 113 Date,3 HL,_1 Inspector:N; (G�--, w i '-_h0 DO NOT REMOVE THIS NOTICE 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: Job Address: 10L730 U!fqqtr, ,,L Permit Number: 2-12/7074/07 LlNo one available for inspection: Tire AM/PM Re -Inspection required: Yes N0 When corrections have Teen made, call for re -inspection, at 303-234-5933 Date: //� Inspector: `i 1 DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Electric PERMIT - 201707407 i"i,e r4.,Y i PERMIT NO: 201707407 ISSUED: 10/03/2018 JOB ADDRESS: 10930 W 44th Ave EXPIRES: 10/03/2019 JOB DESCRIPTION: Permit to upgrade existing wireless facility: Remove and replace generator, electric service and equipment. New batteries, equipment and A/C unit in existing equipment shelter. New Antenna, 170 LF trenching for fiber line and 225 LF trenching for electric conduit. *** CONTACTS *** OWNER (303)424-5878 SUB (303)703-4667 SUB (303)703-4667 DEVRIES RICHARD D Aaron Kinstrom Aaron Kinstrom 021072 Front Range Wireless, Inc. 021072 Front Range Wireless, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 331 / General Retail; 1 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 50,000.00 FEES Total Valuation 0.00 Plan Review Fee 474.21 Use Tax 1,050.00 Permit Fee 729.55 ** TOTAL ** 2,253.76 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2014 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. City of Wheat Ridge Commercial Electric PERMIT - 201707407 PERMIT NO: 201707407 ISSUED: 10/03/2018 JOB ADDRESS: 10930 W 44th Ave EXPIRES: 10/03/2019 JOB DESCRIPTION: Permit to upgrade existing wireless facility: Remove and replace generator, electric service and equipment. New batteries, equipment and A/C unit in existing equipment shelter. New Antenna, 170 LF trenching for fiber line and 225 LF trenching for electric conduit. 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 thisermit. 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. i -- --- ZQ 3 — /1 , 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, po icies 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 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 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 ViS,i VJ113 ial/V%"`,r1_" Date REQUESTS MUST BE MADE BY :59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat jkid(3,c! COMMUNiTy DEVELOPMENT Building & Inspection Services Division l 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(alici.wheatridge.co.us FOR OFFICE USE ONLY Date: 1I c-, I �� Plan/Permit # *Zo 1 "1 o l Ll _-7 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. I Property Address: V QCI �)O �_A_) . '__A H t � j 4A\JV %_ Property Owner (please print): V_ -t( ISI Ol'" \� �� V� j Phone: Property Owner Email: Mailing Address: (if different than property address) Address: � � pt_c�qv , State, Zi Architect/Engineer E-mail: Contractors 10 \UQ_ C 011 Phone: 01 Contractors City License #: _ d 1 Ci '7,2- Phone,—? G, 3 Contractor E-mail Address: Afe Sub Contractors. Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: Mechanical: W.R. City License # W.R. City Licen�lse'# Other City Licensed Sub: City License # Complete all information on BOTH sides of this form (_JM "-7 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) (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.) 0 - �-�' i� , •-�-�.LfV1 ���.V Y 4 ti 1" - rl '5 L- ` .. Sq. Ft./LF Btu's Gallons Amps Squares 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-� k,4UTHORI7.ED REPRESENTATIVE) of (OWNER)° (CONTRACTOR) Electronic Signature (first and last name): � \~'— "`� ""` DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer:CAA ^ A Lf-,eN O�Wq 1011011" APP2oVE0 Building Division Valuation: $ 51), o.)y Ashley Christensen From: Plan Review <PlanReview@westmetrofire.org> Sent: Monday, September 18, 2017 11:49 AM To: Ashley Christensen Subject: RE: Plans for Job #170913002 - 10930 West 44th Ave. Suite Temecom Good morning Ashley, We've went ahead and corrected the Telecom for the permit. Your plans and application for review have been received and accepted, and are in the queue. You will be contacted by a plans examiner once the plans have been reviewed. Our turnaround time is approximately 2 weeks. Regards, West Metro Fire Rescue Life Safety Plan Review Desk Wcst Metro Fire Rescue From: Ashley Christensen[mailto:achristensen@csainet.com] Sent: Monday, September 18, 2017 11:36 AM To: Plan Review Subject: Plans for Job #170913002 - 10930 West 44th Ave. Suite Temecom Hi —Please see attached construction drawings for Job #170913002. PDF includes cds, generator specs, and battery specs. I noticed that there was a typo when the address was input in your system... I should be Suite Telecom not Temcom. I'm not sure if this is something that can be edited, if not we can just keep it as Temecom. Please contact me with any questions. Thank You, Ashley Christensen Charles Steckly Architecture, Inc. 5935 South Zang Street Suite 280 Littleton, CO 80127 O: (303) 932-9974 achristensen@csainet.com The information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged information. Any review, retransmission, dissemination or other use of, or taking of any action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you received this in error, please contact the sender and delete the email and attached material. **** WARNING: This email originated outside of Westmetrofire.org. DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. * * * * Ashley Christensen From: Rachel Long <rachel.long@retherfordenterprises.com> Sent: Thursday, May 18, 2017 12:10 PM To: 'Sbodie@csainet.com' Subject: DEN Sod House - NZL Hi Stephanie, Below is confirmation of no zoning required for the CRAN mods at DEN Sod House. Please let me know if you have any questions. Thank you! Rachel Long Retherford Enterprises, Inc. 720-581-1940 (m) From: Lauren Mikulak[maiIto:Imikulak@ci.wheatridge.co.us] Sent: Wednesday, May 17, 2017 3:53 PM To: Rachel Long <rachel.long@ retherfordenterprises.com> Subject: RE: Verizon Wireless Site - DEN Sod House - 10930 West 44th Avenue, Wheat Ridge Thanks for checking, Rachel. You can proceed directly to building permit for that kind of modification. Lauren E. Mikulak, AICP Senior Planner Office Phone: 303-235-2845 City of h atP,idge C��a�tiiE��a r t)►v110V%ifN1 From: Rachel Long [mailto:rachel.Ione@retherfordenterprises.com] Sent: Wednesday, May 17, 2017 2:53 PM To: Lauren Mikulak <Imikulak@ci.wheatridee.co.us> Subject: Verizon Wireless Site - DEN Sod House - 10930 West 44th Avenue, Wheat Ridge Hi Lauren, I am working on a project for Verizon for an upgrade to an existing telecom facility. Verizon will be upgrading its backup power generator at this location to a new model. Would this be considered a maintenance project or will a zoning review be required for this modification? Thank you! Rachel Long Retherford Enterprises, Inc. 720-581-1940 (m) I - z Lu 2 w ¢ ¢ w w Y O ¢ z w F U w U X J W H- z w F_ 2 Z w w Q � Lij w F- W J H F- U) Z no U U W U Z U w ¢ U O z 0 z Ow O U (� JLU w w a-�: > O O a- d w Ir A m Y LU verizonil EXISTING CONDITIONS PROJECT DESCRIPTION REMOVE AND REPLACE ELECTRICAL SERVICE AND EQUIPMENT REMOVE AND REPLACE GENERATOR RELOCATE EQUIPMENT AND INSTALL NEW CRAN EQUIPMENT INSTALL NEW PDF AND BATTERIES NEW ITEMS TO COMPLY WITH IFC SECTION 608 FOR BATTERY SYSTEMS INSTALL NEW AC UNIT DEN SOD HOUSE CITY OF WHEAT RIDGE SITE NAME: APN 39-212-13-002 PROJECT GRAN ZONING DESIGNATION B-1 - BUSINESS SITE I.D.#: 114 EQUIPMENT SHELTER PROJECT #: 2017585069 OCCUPANCY GROUP H-3 LOCATION #: 283407 CONSTRUCTION TYPE V -B SITE ADDRESS: 10930 W. 44TH AVE. FULLY SPRINKLERED NO WHEAT RIDGE, CO 80033 NO. STORIES VICINITY MAP 11 DRAWING INDEX RETHERFORD ENTERPRISES, INC. CHARLES STECKLY,AIA T1.00 TITLE SHEET MATT DEUTSCH RACHEL LONG G1.00 GENERAL NOTES WHEAT RIDGE. CO 80033 CONSTRUCTION ENGINEER 10763 N. ADAMS ST. G1.10 HAZMAT & FIRE DETECTION NOTES EXIT 267 3131 S. VAUGHN WAY G1.20 EQUIPMENT PRE -PURCHASE SCHEDULE 1 0.2 MI. SUITE 550 PHONE:720.581.1940 LITTLETON, CO 80127 PHONE: 303.883.2208 PHONE: 720.488.1304 LS1 TOPOGRAPHIC SURVEY I-70 CELL: 303.210.8972 H OFFICE: 303.932.9974 O 6.6 MI. O � A1.00 SITE PLAN z � I A1.10 ENLARGED SITE PLAN J a_ o A1.20 FIBER HANDHOLE ENLARGED SITE PLAN Y A2.00 EQUIPMENT SHELTER DEMO PLAN W. 44TH A2.10 EQUIPMENT SHELTER DIMENSION PLAN 0.6 MI. I-25 A2.11 EQUIPMENT SHELTER FLOOR PLAN F SITE 2.3 MI A2.20 EQUIPMENT SHELTER RCP w W A3.00 EAST ELEVATION A3.10 NORTH ELEVATION a A4.00 FIBER DETAILS A4.10 DETAILS A5.00 RACK ELEVATIONS A5.10 HOT AISLE CONTAINMENT DETAILS NOT TO SCALE DENVER N M0.00 Mo.10 MECHANCIAL NOTES BUILDING AUTOMATION SEQUENCE OPERATION & DIRECTIONS M1.00 NOTES MECHANICAL PLAN FROM DENVER, CO 1-25 NORTH TO FT COLLINS (2.3 MI.) M5.00 MECHANICAL DETAILS EXIT 214A FOR 1-70 (0.8 MI.) M6.00 MECHANICAL SCHEDULE LEFT AT FORK FOR 1-70W/GRAND. JUNCTION (6.6 MI.) EXIT 267 FOR KIPLING ST (0.2 MI.) E1.00 ELECTRICAL NOTES & SYMBOLS LEFT ON KIPLING ST (0.5 MI.) RIGHT ON W 44TH AVE. (0.6 M1.) E2.00 ELECTRICAL SITE PLAN LEFT ON PARFET E2.10 ENLARGED ELECTRICAL SITE PLAN SITE IS ON LEFT E2.20 ELECTRICAL POWER & LIGHTING PLAN E2.30 GROUNDING PLAN & DETAILS E4.00 ELECTRICAL & GROUNDING DETAILS E6.00 PANEL SCHEDULES E7.00 ONELINE DIAGRAM PROJECT DATA JURISDICTION CITY OF WHEAT RIDGE APN 39-212-13-002 A.D.A. COMPLIANCE ZONING DESIGNATION B-1 - BUSINESS EQUIPMENT SHELTER THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION OCCUPANCY GROUP H-3 CONSTRUCTION TYPE V -B YaWitrd FULLY SPRINKLERED NO � NO. STORIES 1 11 GOVERNING CODES: 2012 IBC, 2012 IFC, 2012 IMC, 2012 IECC, 2014 NEC City of W heat Ridge 4umw DEVEWI'MENT APPROVED A .19oscy l o •Jo- n Examiner Date .The issuance of o permit Of oPprovot of plops specifications shall not be o permit fa, or on approval of, any violation to ns of the building code or of ony City orciv ones. Permits out/arity to wolate of calces the provisions of the Buildlag inonces of the City shag not be whd. verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA. CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D 114 10930 W. 44TH AVE. W HEAT RIDGE, CO 80033 CONSULTANT A 04124/17 CD REVIEW JT B 07/31/17 CLIENT COMMENTS JT C 08/29/17 CD ISSUE JDL 1st REVIEW TN 2nd REVIEW JDL 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 Sr tAARi= N :.0N O 0 STECKI_Y 202602 r� 2 9 20't- ���r V ,b' DA 0 TITLE SHEET T1.00in A.D.A. COMPLIANCE THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION PROJECT TEAM YaWitrd OWNER CLIENT SITE ACQUISITIONIST ARCHITECT ELECTRICAL CIVIL SURVEYOR RICHARD & DIANE DEVREIS VERIZON WIRELESS RETHERFORD ENTERPRISES, INC. CHARLES STECKLY,AIA VERN WILLSON P.E. ALTURA LAND CONSULTANTS 4300 PARFET ST. MATT DEUTSCH RACHEL LONG CSAi W ILLSON ELECT. CONSULTING INC. 6551 SOUTH REVERE PARKWAYSO WHEAT RIDGE. CO 80033 CONSTRUCTION ENGINEER 10763 N. ADAMS ST. 5935 S. ZANG STREET 3083 WHITE OAK ST. SUITE 165 codes ora 3131 S. VAUGHN WAY NORTHGLENN,CO 80233 SUITE 280 HIGHLANDS RANCH, CO 80129 ENGLEW OOD, CO 80111 SUITE 550 PHONE:720.581.1940 LITTLETON, CO 80127 PHONE: 303.883.2208 PHONE: 720.488.1304 AURORA CO, 80014 CELL: 303.210.8972 PHONE: 303.817.4716 OFFICE: 303.932.9974 City of W heat Ridge 4umw DEVEWI'MENT APPROVED A .19oscy l o •Jo- n Examiner Date .The issuance of o permit Of oPprovot of plops specifications shall not be o permit fa, or on approval of, any violation to ns of the building code or of ony City orciv ones. Permits out/arity to wolate of calces the provisions of the Buildlag inonces of the City shag not be whd. verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA. CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D 114 10930 W. 44TH AVE. W HEAT RIDGE, CO 80033 CONSULTANT A 04124/17 CD REVIEW JT B 07/31/17 CLIENT COMMENTS JT C 08/29/17 CD ISSUE JDL 1st REVIEW TN 2nd REVIEW JDL 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 Sr tAARi= N :.0N O 0 STECKI_Y 202602 r� 2 9 20't- ���r V ,b' DA 0 TITLE SHEET T1.00in z z w 2 w ¢ ¢ w w o 0 ¢ z w F J W Z w Z W Z w W ¢ w w ¢ _ W J F � J F Z rn O W U U Z ¢ 0 O Z 0 Z w 0 crwCD WW W W O a d w x w m LL tr m LL U) W m U 0 O U w cr U m � c m m = ABBREVIATIONS @ AT SYMBOLS LEGEN - X - OH OHE SS -W- - T - FIBER - E - COAX OR DE FER NG CENTERLINE ° DEGREES 0 DIAMETER A/C AIR CONDITIONER APPROX. APPROXIMATE ARCH. ARCHITECTURAL A.F.F. ABOVE FINISH FLO A.F.G. ABOVE FINISH GRA ALU ALCATELLUCENT ATS AUTOMATIC TRANS AWS ADVANCED WIRELE BBU BASE BAND UNIT BCEM BASE CHANNEL ELE BLDG. BUILDING B.O. BOTTOM OF CLG. CEILING COL. COLUMN CONC. CONCRETE DBL. DOUBLE DIA. DIAMETER DIM. DIMENSION DISC. DISCONNECT DN. DOWN DWG. DRAWING (E) EXISTING EA. EACH ELEV. ELEVATION ELEC. ELECTRICAL EQ. EQUAL EXT. EXTERIOR F.E. FIRE EXTINGUISHER FIN. FINISH FLR. FLOOR FUT. FUTURE GA. GAUGE GALV. GALVANIZED GEN. GENERATOR GPS GLOBAL POSITIONI GWB. GYPSUM WALLBOA SYMBOLS LEGEN - X - OH OHE SS -W- - T - FIBER - E - COAX OR DE FER NG H.M. HOLLOW METAL HORZ. HORIZONTAL HR. HOUR HT. HEIGHT ILC INTEGRATED LOAD CENTER INT. INTERIOR L.F. LINEAR FEET LTE LIMIT TO EXTEND SWITCH SS SYSTEM MAX. MAXIMUM MECH. MECHANICAL MFGR. MANUFACTURER MENT MODULE MGB MAIN GROUND BAR MIN. MINIMUM MSDS MATERIAL SAFETY DATA SHEET MTL. METAL MTS MANUAL TRANSFER SWITCH N.T.S. NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIAMETER OVP OVER VOLTAGE PROTECTION PCS PERSONAL COMMUNICATIONS SERVICE RAD. RADIUS R.O. ROUGH OPENING RRH REMOTE RADIO HEAD SHTG. SHEATHING SIM. SIMILAR SPEC. SPECIFICATION S.S. STAINLESS STEEL STL. STEEL STRUCT. STRUCTURAL T.C. TEMPERATURE CONTROL TELCO TELECOMMUNICATIONS T.O. TOP OF TYP. TYPICAL SYSTEM RD U.G. UNDERGROUND U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL D V.I.F. VERIFY IN FIELD EASEMENT W/ WITH X LEASE LINE PROPERTY LINE ENLARGED VIEW I L WOODEN FENCE — — J ELEVATION CHAIN LINK FENCE MARKER (E) OVERHEAD UTILITY SPOT IRV ELEVATION (E) OVERHEAD ELEC. X Ilk SECTION CUT (E) SANITARY SEWER (E) WATER LINE X (E) TELCO CABLE XX. EXTERIOR ELEVATION (E) FIBER CABLE X INTERIOR ELEVATION (E) ELECTRICAL X (E) COAX CABLE Q REVISION NUMBER NEW WORK COLO GENERAL CONSTRUCTION HYBRID & COAX CABLES DC POWER FIBER RRH/BBU PENETRATIONS 1 - ABBREVIATIONS, SYMBOLS AND LEGEND 400 CENTENNIAL PKWY C11 RRUPY0 SUITE 200 LOUISVILLE, CO 80027 ZAYO CONTACT KAEDRA DIXSON PHONE: 620.474.4053 REFER TO ZAYO DOCUMENT TITLED "PROPOSED MEET ME POINT (MMP) LOCATION VZW ONE OFF" BY ZAYO GROUP FIBER WALK: N/A TYPE: DIRECTIONAL BORE FIBER LENGTH HANDHOLE TO MEET POINT 2'-0" MEET POINT TO EQUIPMENT 170'-0" Xcel Energy,° XCEL FIELD ENGINEER MICHAEL SMALDONE PHONE: 303.592.2728 APPLICATION SUBMITTED: 4/11/17 APPLICATION REVISED: N/A EXCEPTION REQUEST: N/A SITE WALK: N/A NEW POLE MT TRANSFORMER: 100KVA 120/240V, 10 QUOTE: 6/17/17 LENGTH NEW POWER CONDUCTORS 225'-0" 2 - UTILITY CONTACT NOTES: COLOR ON DRAWINGS REPRESENTS NEW WORK CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME THESE DRAWINGS ARE TO SCALE WHEN PLOTTED ON 24X36 SHEET. CALL BEFORE YOU DIG - COLORADO LAW REQUIRES 3 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE. THESE DRAWINGS MAY NOT SHOW ALL UNDERGROUND PIPING AND UTILITIES. THE CONTRACTOR SHALL EXERCISE EXTREME CARE DURING ALL EXCAVATION AND OTHER CONSTRUCTION ACTIVITIES. UTILITY NOTIFICATION CENTER OF COLORADO - 1-800-922-1987 THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY LOCATES AND UTILITY RELOCATIONS REQUIRED FOR THIS INSTALLATION. THE CONTRACTOR WILL SCHEDULE AND COORDINATE ALL WORK WITH THE OWNER TO ENSURE NO DISRUPTION TO OWNERS OPERATIONS. SUBCONTRACTORS SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 3 - GENERAL CONTRACTOR NOTES 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. REFER TO BID PACKAGE FOR MORE DATA. 2. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/CONSTRUCTION ENGINEER IN WRITING. 3. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S, VENDOR'S, & VERIZON WIRELESS SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE NOTIFY CONSTRUCTION ENGINEER. 6. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 8. NEW TOWERS ARE UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION SUBCONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. 9. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF PERMITTED CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 10. DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. 11. THE FACILITY IS CELLULAR RADIO EQUIPMENT, ANTENNAS, & SUPPORTING UTILITIES. 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 13. CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 14. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE CONSTRUCTION ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. 15. SPECIAL INSPECTION TESTING REQUIRING SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER SECTION 1704 OF THE INTERNATIONAL BUILDING CODE (IBC) FOR ITEMS NOTED ON S1.00 IF INCLUDED IN CONSTRUCTION DOCUMENTS. THE INSPECTOR SHALL BE HIRED BY THE CONTRACTOR & COORDINATION SHALL BE ARRANGED BY THE CONTRACTOR FOR REQUIRED INSPECTIONS. 4 - GENERAL NOTES UNDERGROUND SERVICE ALERT UTIL-ITY NOTIFICATION CENTER OF COLORADO d 1-800-922-1987 W W W.UNCC.ORG 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CO REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 UG 2 9 701 t� GENERAL NOTES F z w w ¢ Q w w � C7 a z w U) w X J W z z w Z W z w W ¢ w w w W J Z w 00 ¢ (w0 0 z 0 z W0 U (� LULU LU w O a 0 w m of � m U - co w J m U 0 O U o m m 2 DIESEL GENERATOR: EXTERIOR EMERGENCY BACKUP POWER 60KW GENERAC DIESEL GENERATOR ABOVE GROUND SUB -BASE TANK CONTAINING 210 GALLONS OF #2D FUEL A FUEL TANK LOAD DURATION CALL: TANK SIZE = 210 PER MFR DATA FUEL FILL ALARM @ 90% = 189 GALLONS ` FUEL CONSUMPTION RATE = 6.3 GPH @ 100% PER MFR CUT SHEET DIESEL FUEL LOW FUEL ALARM SET @ 2HRs RUNTIME x 133% = 16.758 GALS NO SMOKING (6.3 GPHx 2HS x 133% = 16.758GALS) NO OPEN FLAMES 210 GAL TANK PROVIDED/ 6.3GPH= 33 HR RUN TIME - - - 1. LOCATION OF EXTERIOR TANKS A. CLEARANCE ( IFC 5704.2.9.6.1.1 & NFPA TABLE 22.4.1.1A & NFPA 37.4.1.4) GENERATOR TANKS WITH A CAPACITY LESS THAN 275 GALLONS MUST BE A MIN. OF 5' FROM A PROPERTY LINE, R.O.W, OPENINGS IN WALLS OR STRUCTURE WITH COMBUSTIBLE WALLS. TANKS WITH CAPACITY 276-750 MUST BE 10' FROM PROPERTY LINE B. WORKING SPACE (NFPA 70 TABLE 110.26.A1) WORKING SPACE FOR ELECTRICAL EQUIPMENT OF 0-600 VOLTS SHALL BE A MIN. OF TON FRONT/SERVICE SIDE C. WORKING CLEARANCE (IFC 601.1.2 & NFPA 110 7.9.12.1) A MINIMUM CLEARANCE OF 3FT SHALL BE MAINTAINED ON ALL SIDES OF FUEL TANK. 2. SIGNAGE A. "NO SMOKING OR OPEN FLAME" (IFC 5704.2.3.1) THE FOLLOWING SIGNS MADE OF DURABLE MATERIAL ARE REQUIRED ON THE GENERATOR ROOM DOOR (SEE EXAMPLE AT BOT. OF NOTES) B. NFPA HAZMAT PLACARD: (IFC 5003.5 & NFPA 704) VISIBLE HAZARD IDENTIFICATION SIGNS AS SPECIFIED BY NFPA 704 SHALL BE PLACED ON GENERATOR ROOM DOOR REFLECTING THE HIGHEST HAZARD WITHIN THE COMPOUND (SEE EXAMPLE) C. FILLING INSTRUCTIONS: (IFC 5704.2.9.7.6.1) A PERMANENT SIGN SHALL BE PROVIDED AT THE FILL POINT FOR THE TANK, DOCUMENTING THE FILLING PROCEDURE AND TANK CALIBRATION CHART. D. EMERGENCY SHUT DOWN PROCEDURES: (NFPA 37.10.2.1) PROVIDE CLEAR EMERGENCY SHUTDOWN PROCEDURES FOR SAFELY DISABLING THE GENERATOR 3. TANK VENTILATION (IFC 5704.2.9.7.2 & IFC 5704.2.7.3. & NFPA 30 & DFC 5704.2.7.3.3) A. CLEARANCE: STORAGE TANKS MUST BE EQUIPPED WITH NORMAL AND EMERGENCY VENTING. NORMAL TANK VENT PIPES MUST EXIT STRUCTURE & SHALL BE NO SHORTER THAN 12 FEET ABOVE FINISHED GROUND. VAPORS SHALL BE DISCHARGED AWAY FROM EAVES OR OBSTRUCTIONS. EMERGENCY VENT PIPES MUST EXIT STRUCTURE & SHALL COMPLY WITH NFPA 30/22.7. a. CITY & COUNTY OF DENVER: VENT PIPES MUST ALSO TERMINATE A MIN. OF 5' FROM BUILDING OPENINGS AND A MIN. OF 10' FROM GENERATOR EXHAUST PIPE. VENT PIPES MUST NOT UTILIZE LOW MELTING POINT MATERIALS SUCH AS ALUMINUM, PLASTIC OR COPPER. B. WEATHER PROOF CAPS: (IMC 1305.7) WEATHER PROOF CAPS SHALL BE PROVIDED ON ALL VENT PIPES WITH THE SAME FREE OPEN VENT AREA AS THE CROSS SECTION OF THE VENT PIPE. SCREENS SHALL NOT BE FINER THEN NOA MESH C. VENT PIPE STATIC HEAD (IMC 1305.7) IF THE STATIC HEAD WITH A VENT PIPE FILLED WITH OIL EXCEEDS 10 PSI THE TANK SHALL BE DESIGNED FOR THE MAXIMUM STATIC HEAD THAT WILL BE IMPOSED. ALL VENT PIPES AT THIS SITE ARE 12' HIGH WHICH DO NOT EXCEED 10 PSI. a. 1 PSI = 2.31 FT OF VENT RISE b. 12FT H VENT / 2.31 FT = 5.19 PSI 4. GENERATOR EXHAUST PIPE: (NFPA 37 8.2.3.2) EXHAUST SYSTEM TERMINATIONS SHALL NOT BE DIRECTED TOWARD COMBUSTIBLE MATERIAL OR STRUCTURES OR INTO ATMOSPHERES CONTAINING FLAMMABLE GASSES, FLAMMABLE VAPORS, OR COMBUSTIBLE DUSTS. 5. OVERFILL PREVENTION TANKS INSIDE BUILDINGS: (5704.2.9.5.1) TANKS SHALL BE EQUIPPED WITH THE FOLLOWING: A. A FLOAT VALVE B. PRESET METER ON FILL LINE C. A VALVE ACTUATED BY THE WEIGHT OF THE TANKS CONTENTS D. LOW -HEAD PUMP WHICH IS INCAPABLE OF PRODUCING OVERFLOW OR A LIQUID TIGHT OVERFLOW PIPE AT LEAST ONE PIPE SIZE LARGER THAN THE FILL PIPE AND DISCHARGING BY GRAVITY BACK TO THE OUTSIDE SOURCE OF LIQUID OR TO A APPROVED LOCATION 6. VEHICLE IMPACT PROTECTION: (IFC 5703.64 & 312.2) GUARD POSTS/BOLLARDS MEETING THE FOLLOWING REQUIREMENTS SHALL BE PROVIDED TO PROTECT TANKS WITH COMBUSTIBLE/ FLAMMABLE LIQUIDS. A. CONSTRUCTED OF MIN. 4"0 STL PIPE IN FOOTING MIN. 15"0 & MIN. T DEPTH B. SPACED NO MORE THAN 4' APART BETWEEN POSTS ON CENTER C. LOCATED NO LESS THAN 3' FROM PROTECTED OBJECT & STANDING MIN. 31TALL 7. HAZARDOUS MATERIALS INVENTORY STATEMENT: (IFC APPENDIX H) A. ALL HAZARDOUS CHEMICALS MUST BE REPORTED TO LOCAL COUNTY FIRE DEPARTMENT PRIOR TO INSPECTION. 8. FIRE EXTINGUISHER: (IFC 906.1, NFPA-10, NFPA-76, OSHA 29 CGR 1910.157) A. FIRE EXTINGUISHER INSTALLED SHALL BE A MIN. RATING OF 4A:40B:C B. LOCATION:(NFPA 10-6.1.3.1) A FIRE EXTINGUISHER SHALL BE CONSPICUOUSLY LOCATED WHERE IT IS READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE IN THE EVENT OF A FIRE. C. LOCATION: (NFPA 10-6.3.1.1) A FIRE EXTINGUISHER RATED 40-B MUST BE WITHIN 30' OF CLASS B LIQUID HAZARD. FIRE EXTINGUISHER RATED 80-B MUST BE WITHIN 50' OF CLASS B LIQUID HAZARD. D. HEIGHT: (NFPA 10-6.1.3.8) FIRE EXTINGUISHER SHALL BE INSTALLED SO THAT THE TOP OF THE FIRE EXTINGUISHER IS BETWEEN 3.5 AND 5 FT A.F.F. 9. SPILL CONTAINER KIT: (IFC 5704.2.9.7.8 & IFC 5704.2.7.5.6) A SPILL CONTAINER WITH A CAPACITY OF AT LEAST 5 GALLONS SHALL BE PROVIDED WITH EACH FILL CONNECTION. FOR TOP FILL TANKS CONTAINER MUST BE NON-COMBUSTIBLE, FIXED TO TANK AND EQUIPPED WITH MANUAL DRAIN VALVE THAT DRAINS INTO PRIMARY TANK. A PORTABLE CONTAINER IS ALLOWED WITH REMOTE FILL TANKS. TANK MUST BE MAX 5' A.F.G. & MIN. 5' FROM BUILDING OPENINGS. 1 - GENERATOR NOTES 10. INSPECTIONS: CONTRACTOR SHALL VERIFY WITH LOCAL FIRE DEPARTMENT INSPECTION REQUIREMENTS INCLUDING A. INSPECTION TEAM WITNESS FILLING OF THE DIESEL TANK. B. INSPECTION TEAM WITNESS DEMONSTRATION OF FLOAT SWITCH SET POINTS OF 90% & 40 %. 11. DIESEL SUB BASE TANK CONSTRUCTION: (IFC 5704.2.7, NFPA 30-21.4.2.1.1, UL 142)) A. FUEL CONTAINMENT BASIN: SUB BASE TANK SHALL INCLUDE WELDED STEEL CONTAINMENT BASIN SIZED AT A MINIMUM OF 125% OF THE TANK CAPACITY TO PREVENT ESCAPE OF FUEL IN THE EVENT OF A TANK RUPTURE B. LEAK DETECTION SYSTEM: A FUEL CONTAINMENT BASIN LEAK DETECTOR SHALL BE SUPPLIED AND WIRED FOR ALARM CONDITION VISIBLE FOR GENERATOR CONTROL PANEL C. SUB BASE TANK VENTING: NORMAL EMERGENCY VENTING SHALL BE SIZED PER UL 142 SPECIFICATION FOR WETTED SURFACE AREA OF TANK. D. ENGINE ENVIRONMENTAL SPILL PROTECTION: TOP OF FUEL TANK BASE SHALL INCLUDE SPILL CONTAINMENT TO CATCH ANY EXCESS SPILL OR LEAKS FROM ENGINE AND COOLING SYSTEM. THIS SHALL BE SIZED FOR 125% OF ENGINE FLUIDS AND FUEL SPILL CONTAINMENT. 12. REMOTE MANUAL STOP: (NFPA 110 5.6.5.6 & 5.6.5.6.1) ROTATING PRIME MOVER EQUIPMENT (DIESEL ENGINE) SHALL HAVE A REMOTE MANUAL STOP STATION LOCATED IN APPROVED LOCATION. REMOTE MANUAL STOP STATION SHALL BE CLEARLY LABELED. 13. REMOTE STATUS PANEL: (CITY & COUNTY OF DENVER) (DBC AMENDMENTS 604.1.2 & 907.2.13.8) CONTRACTOR IS TO COORDINATE WITH DENVER FIRE DEPARTMENT WITH GETTING FIELD APPROVAL OF FINAL LOCATION PRIOR TO INSTALLATION. ALL GENERATORS SHALL BE PROVIDED WITH A REMOTE STATUS PANEL THAT SHOWS THE FOLLOWING: A. OPERATING STATUS (ON-OFF) AND MALFUNCTION INDICATION PANEL (PER NFPA 110) B. INDICATION OF TRANSFER SWITCH POSITION (NORMAL -EMERGENCY) C. INDICATION THAT GEN. IS IN AUTOMATIC MODE D. MAIN FUEL OIL STORAGE TANK LOW FUEL LEVEL ALARM. THE LOW FUEL SENSING SWITCH SHALL INDICATE WHEN LESS THAN THE MINIMUM FUEL NECESSARY FOR FULL LOAD RUNNING AS PER NFPA 110 SECTION 5.5.2 OR A MINIMUM OF 75% OF THE TANK SIZE. 14. GEN. TANK MAX STATIC HEAD (IMC 1305.7) "IF THE STATIC HEAD WITH A VENT PIPE FILLED WITH OIL EXCEEDS 10 POUNDS PER SQUARE INCH (PSI) (69 KPA), THE TANK SHALL BE DESIGNED FOR THE MAXIMUM STATIC HEAD THAT WILL BE IMPOSED." VERIZON STANDARD MAX STATIC HEAD IS 5 PSI. GENERAC TANKS ARE DESIGNED TO RELEASE PRESSURE CAP LIMITING PRESSURE AT 2.5 PSI. REFER TO GENERAC TANK CUT SHEET. 15. MAXIMUM ALLOWABLE QUANTITY HAZARDOUS MATERIALS (IFC TABLE 5003.1.1(1), 5003.9.10, 903.3.1.1) MAXIMUM ALLOWABLE QUANTITY OF CLASS II LIQUID IS 240 GALLONS WHEN STORED IN EXHAUSTED ENCLOSURE. AMOUNT INCREASES TO 480 GAL WHEN ALSO INSTALLING APPROVED FIRE SUPPRESSION SYSTEM. 1 - GENERATOR NOTES (CONT.) CONTRACTOR SHALL PROVIDE FIRE DETECTION SHOP DRAWINGS BY LICENSED FIRE PROTECTION ENGINEER (FPE) FIRE DETECTION SYSTEMS FIRE DETECTION SYSTEMS SHALL BE INSTALLED PER VERIZON SPEC. NSTD386 AND MEET ALL LOCAL FIRE CODE REQUIREMENTS NFPA 76 TELECOMMUNICATIONS FACILITIES WITH LESS THAN 500 SF OF SIGNAL PROCESSING EQUIPMENT ARE EXCLUDED FROM NFPA 76 REQUIREMENTS. NFPA 76 6.8.6.1 TELECOM FACILITIES WITH MORE THAN 2500 SF OF SIGNAL PROCESSING EQUIPMENT MUST USE VEWFDS. FACILITIES WITH LESS THAN 2500 SF OF EQUIPMENT MUST USE EWFDS. VERIZON STANDARDS REQUIRE MIN. EWFDS APPROVED FIRE DETECTION TYPES: EWFDS (EARLY WARNING FIRE DETECTION SYSTEMS) A. PHOTOELECTRIC DETECTORS B. HEAT DETECTORS C. DUCT DETECTORS D. UV/IR DETECTORS E. LINEAR HEAT DETECTOR (ABOVE SUSPENDED CEILINGS) VEWFDS (VERY EARLY WARNING FIRE DETECTION SYSTEMS) A. LASER SPOT DETECTORS B. AIR -SAMPLING & ASPIRATION TYPE PORTS ANNUNCIATION DETECTION IN STAND ALONE SHELTERS SHALL ANNUNCIATE TO VERIZON WIRELESS EXISTING SYSTEMS THAT UTILIZE IONIZATION DETECTORS AND/OR ASSD SYSTEMS • DO NOT NEED TO BE REPLACED. 2 - SMOKE DETECTION BATTERY SPECIFICATION: (C & D AT -29P) EACH CELL HAS AN IMMOBILIZE ELECTROLYTE CAPACITY OF 4.7 GALLONS EACH. (48) CELLS IN THIS OCCUPANCY RESULTING IN AN AGGREGATE ELECTROLYTE VOLUME OF 225.6 GALLONS. (IFC 608.1) STATIONARY LEAD -ACID BATTERY SYSTEM AND VALVE -REGULATED LEAD - ACID BATTERY SYSTEMS CONTAINING MORE THAN 50 GALLONS OF ELECTROLYTE SHALL COMPLY WITH IFC 608. SPECIFICATIONS AND CONDITIONS 1. SPILL CONTROL & NEUTRALIZATION (IFC 608.5) A. SPILL CONTROL: IFC 608.5 EXCEPTION: VRLA, LITHIUM -ION, LITHIUM METAL POLYMER OR OTHER TYPES OF SEALED BATTERIES WITH IMMOBILIZED ELECTROLYTE SHALL NOT REQUIRE SPILL CONTROL B. BATTERY NEUTRALIZATION: (IFC 608.5.2) FOR VRLA OR OTHER TYPES OF SEALED BATTERIES WITH IMMOBILIZED ELECTROLYTE, THE METHOD AND MATERIAL SHALL BE CAPABLE OF NEUTRALIZING A SPILL OF 3.0 PERCENT OF THE CAPACITY OF THE LARGEST BLOCK IN THE ROOM (SEE CHART) TO A PH BETWEEN 5.0 AND 9.0. PROVIDE: ENER-SYS EMERGENCY SPILL KIT MODELS:853620-853615 (OR EQUAL) ITOTALACIDGAL.1 50 1 60 1 70 1 80 1 90 1 100 110 1 120 3%1 1.5 1 1.8 1 2.1 1 2.4 1 2.7 1 3.0 3.3 1 3.6 2. THERMAL RUNAWAY: (IFC 608.3) PROVIDE UL LISTED THERMAL RUNAWAY DEVICE. CONNECT TO ALARM BLOCK & PDF 3. ROOM VENTILATION: (IFC 608.6. 1) FOR FLOODED LEAD -ACID, FLOODED Ni -CAD AND VRLA BATTERIES, THE VENTILATION SYSTEM SHALL BE DESIGNED TO LIMIT THE MAXIMUM CONCENTRATION TO 1.0 PERCENT OF THE TOTAL VOLUME OF THE ROOM. PER IEEE 1635 HYDROGEN GENERATION FOR VRLA BATTERIES IS DETERMINED AS: H2 RATE (CFM)=Nx C8x2.82x10 7 N�= NUMBER OF BATTERY CELLS O C8= 8H AMPERE CELL RATING TO 1.75V @ 25°C HYDROGEN GENERATION RATE OF THIS INSTALLATION IS (0.022) CFM REQUIRED FAN SIZE TO KEEP HYDROGEN BELOW 1% = f2.21 CFM THE EXISTING FAN IS RATED AT (30) CFM WHICH MEETS THESE REQUIREMENTS. 4. SIGNAGE: (IFC 608.7) DOORS INTO ROOMS AND BUILDINGS CONTAINING STORED EMERGENCY POWER SUPPLY SYSTEMS SHALL BE PROVIDED WITH APPROVED SIGNS. THE SIGNS SHALL STATE: A. THE ROOM CONTAINS ENERGIZED BATTERY SYSTEMS B. THE ROOM CONTAINS ENERGIZED ELECTRICAL CIRCUIT C. THE BATTERY ELECTROLYTE SOLUTIONS ARE CORROSIVE LIQUIDS. 5. SEISMIC PROTECTION: (IFC 608.8) BOLT DOWN / ANCHOR BATTERY BASE W/ (4) 5/8" MASONRY ANCHORS, MIN 4" EMBED INTO CONCRETE FLOOR. MODULAR STEEL SEISMIC FRAME PROVIDED WITH BATTERIES. 6. SMOKE DETECTION: (IFC 608.9) AN APPROVED AUTOMATIC SMOKE DETECTION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 907.2 IN ROOMS CONTAINING STATIONARY BATTERY SYSTEMS. 7. NO SMOKING SIGNS SHALL BE PROVIDED ON DOORS LEADING INTO BATTERY 2 ROOMS. PLACARDS SHALL BE PROVIDED 4, > ACCORDING TO NFPA 704. PLACARDS POSTED ON THE INTERIOR OF THE FACILITY SHALL BE A MINIMUM 10 INCHES EACH SIDE AND PLACARDS POSTED ON rfaml) THE EXTERIOR SHALL BE A MINIMUM 15 INCHES EACH SIDE. RE: A5.00 8. SAFETY CAPS (IFC 608.2.2) VRLA LEAD ACID BATTERIES CORROSWE I BATTERIES SHALL BE EQUIPPED WITH eraMIZFoeLEffRICALCIRCUITS SELF -RESEALING FLAME ARRESTING NO SMOKING SAFETY VENTS. CONTRACTOR TO PROVIDE HAZMAT REPORTING & ADDITIONAL PERMITS FOR BATTERY & GENERATOR SYSTEMS PER LOCAL REQUIREMENTS 3 - BATTERY HAZMAT verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CO REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08129/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 HAZMAT & FIRE F - Z w 2 Lu 1n w w � O Q Z w � < U) w X J W F - Z W Z LU Z W W (f) 2Q W w U) >- w w W J J_ H � Z V) o (7 U W U Z Q U Z z Z O � Lu O C3 7 J a W W EL 3: O a a W Lu m w �m 2 L U) w m Q U 0 O U 2 06 m= EQUIPMENT SUPPLIER CONTRACTOR RESPONSIBILITIES SUPPLIER CONTACT APPROX LEAD TIME GENERATOR: GENERAC ACCEPT EQUIPMENT AT JOB SITE NAME: KEVIN MALTBY TBD 60 KW DIESEL GENERATOR OFFICE: 262.544.4811 EXT 4241 120/240VAC, 10, 250A/2P INSTALL EQUIPMENT AND ANCHOR TO PAD MOBILE: 262.527.4790 INTEGRAL BREAKER MAKE ALL MECHANICAL, ELECTRICAL AND ALARM CONNECTIONS STARTUP AND TESTING OF EQUIPMENT OF EQUIPMENT PER MANUFACTURERS EQUIPMENT verizon,v' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. W HEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 GO I. 2f sz 2 9 27,' EQUIPMENT PRE -PURCHASE SCHEDULE City of 4Rit. (e ilding Divissoon. I - z 5 LU U Q LU W W o a z W � < LU U x J W I - z w I- 2 Z w Lu a 2i w < F- w J F Z) J F- c/) z U O UJ U U Z U w CD CD z 0 z w w JLU W w > O O n. d w 01 w m Iu w m U Ji m Q U x O U = o6 �0 FY ED = 3 - HVAC CONTROL POINT SUMMARY OPERATOR WORKSTATION OWNER PROVIDED LAN I- NETWORK SWITCH I- BAS CONTROLLER RE: MECH 6 120 VAC 2 - HVAC CONTROLS SEQUENCE OF OPERATION HVAC UNIT #1 RE: MECH HVAC UNIT #1 RE: MECH HVAC UNIT #1 RE: MECH 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 OBSERVATIONS 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 55°F TO 85°F 9. A DURABLE MAINTENANCE LABEL MUST BE AFFIXED TO MECHANICAL EQUIPMENT TWO COPIES OF A MAINTENANCE MANUAL FOR THE EQUIPMENT ITEMS SHALL BE PROVIDED TO THE OWNER BY THE CONTRACTOR. 10. CONDENSATE DRAINS FROM AIR HANDLER COIL TO BE DW V COPPER TUBING. GRAVITY DRAINS AND PRESSURIZED DRAINS SHALL BE INDIRECT. DRAINS SHALL BE SUPPLIED AND INSTALLED BY THE HVAC CONTRACTOR. 11. THE SUCTION AND LIQUID LINES SHALL BE TYPE "L" HARD DRAWN COPPER TUBING, INSULATED WITH MINIMUM OF 1/2" ARMAFLEX OF EQUAL. SOFT COPPER TUBING MAY BE USED IF NECESSARY TO INSTALL LINES AROUND OBSTRUCTIONS. AVOID SHARP BENDS AS TUBING MAY PINCH CAUSING A RESTRICTION. USE LONG RADIUS ELBOWS WHENEVER POSSIBLE WITH SHORT RADIUS ELBOWS FOR THE TRAP AT THE BOTTOM OF SUCTION RISERS. BRAZE ALL CU TO CU JOINTS WITH SILFOS-5 EQUIVALENT BRAZING MATERIAL. DO NOT USE SOFT SOLDER. SUCTION LINES TO BE SUPPORTED A MINIMUM OF EVERY 8'. LIQUID LINES A MINIMUM OF EVERY 6'. 12. 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. 13. CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER CONSTRUCTION TIME AS NOT TO DISTRACT FROM NORMAL WORKING CONDITIONS. 14. CONTRACTOR SHALL VERIFY PIPE SIZE WITH MANUFACTURER'S REP FOR OVERALL PIPING RUN. 1 -MECHANICAL NOTES verizon,v' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE LD. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT 8 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 to ..x..SON w S' G -'C `1 AUG 29 201 ,�' MECHANCIAL NOTES Coo Of mo�o HARDWARE SOFTWARE DIGITAL ANALOG DIGITAL ANALOG ALARMS CALC. z O z ZO O Z U Z U ❑ O O = Q Z U O H W F W 0 < H 7 Q J Z O = U t U I_ W Z z U ED Q W Q I- _I O Q o � U ❑ O ❑ ❑ O t H U Q F- u) w IL p ❑ J Y Q p LL U) U Z o p ¢ 2 O U O z U , U Z) W W Q U UW Lu I- co p O O 2 g ¢ � x m Qf 00 x z x ~ ¢ U z z F J w LL o w O U d W w 2 LL it w ❑ D J w U OZ a a w U ¢F z W ¢J O w ¢ w a- Q ¢ ¢ ¢ LL w 0 OJ O 2i (D O ¢ < ¢ Q w POINT DESCRIPTION U w O ¢ O U > = U ❑ > o ¢ o U = a LL Q = J LL > Q ¢ Z F F U CD AIR HANDLER UNITS SUPPLY FAN SUPPLY FAN STATUS COOLING STAGES COMPRESSOR STATUS CHANGE AIR FILTER ROOM TEMPERATURE SUPPLY AIR TEMPERATURE HVAC LOSS SUPPLY AIR DAMPER FREE COOLING DAMPER EXHAUST FAN 3 - HVAC CONTROL POINT SUMMARY OPERATOR WORKSTATION OWNER PROVIDED LAN I- NETWORK SWITCH I- BAS CONTROLLER RE: MECH 6 120 VAC 2 - HVAC CONTROLS SEQUENCE OF OPERATION HVAC UNIT #1 RE: MECH HVAC UNIT #1 RE: MECH HVAC UNIT #1 RE: MECH 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 OBSERVATIONS 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 55°F TO 85°F 9. A DURABLE MAINTENANCE LABEL MUST BE AFFIXED TO MECHANICAL EQUIPMENT TWO COPIES OF A MAINTENANCE MANUAL FOR THE EQUIPMENT ITEMS SHALL BE PROVIDED TO THE OWNER BY THE CONTRACTOR. 10. CONDENSATE DRAINS FROM AIR HANDLER COIL TO BE DW V COPPER TUBING. GRAVITY DRAINS AND PRESSURIZED DRAINS SHALL BE INDIRECT. DRAINS SHALL BE SUPPLIED AND INSTALLED BY THE HVAC CONTRACTOR. 11. THE SUCTION AND LIQUID LINES SHALL BE TYPE "L" HARD DRAWN COPPER TUBING, INSULATED WITH MINIMUM OF 1/2" ARMAFLEX OF EQUAL. SOFT COPPER TUBING MAY BE USED IF NECESSARY TO INSTALL LINES AROUND OBSTRUCTIONS. AVOID SHARP BENDS AS TUBING MAY PINCH CAUSING A RESTRICTION. USE LONG RADIUS ELBOWS WHENEVER POSSIBLE WITH SHORT RADIUS ELBOWS FOR THE TRAP AT THE BOTTOM OF SUCTION RISERS. BRAZE ALL CU TO CU JOINTS WITH SILFOS-5 EQUIVALENT BRAZING MATERIAL. DO NOT USE SOFT SOLDER. SUCTION LINES TO BE SUPPORTED A MINIMUM OF EVERY 8'. LIQUID LINES A MINIMUM OF EVERY 6'. 12. 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. 13. CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER CONSTRUCTION TIME AS NOT TO DISTRACT FROM NORMAL WORKING CONDITIONS. 14. CONTRACTOR SHALL VERIFY PIPE SIZE WITH MANUFACTURER'S REP FOR OVERALL PIPING RUN. 1 -MECHANICAL NOTES verizon,v' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE LD. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT 8 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 to ..x..SON w S' G -'C `1 AUG 29 201 ,�' MECHANCIAL NOTES Coo Of mo�o z z w 2 w Ill w C9 Q Z w F w x J W F Z W ZW W w W In m w W Q _ }W J_ 7 J F z �5 O U) U W U Z C7 0 w of w m LL_ 0_ m �U- U) w ca Q U 0 O U _od Of0 m i 44TH AVE. PROPERTY LINE (TYP.) — — _ — — — — — _ — — — \ x o \ I \ i mIt 1 -SITE PLAN 1 =40'-0° verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENTS JT C 08/29/17 CD ISSUE JDL 1st REVIEW TN 2nd REVIEW JDL 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 IF Coco e C1 APLES yELSI)N STECKLY 202602 UG 2 9 20 z z w 2 w w w Q C7 w Z rn w X J W r Z w Z W z w W w w w W J ~ 7 J F z c5 O w U W U Z 0 C9 Z O Z W O G_ W CJ W w O a 0 w X w 03 LL Of m LL t 3 a rn w J m Q U 0 O U _ at1 _co Z) r m x to- _ - v onnAi tAn—i ice i -CC noon A.—I — n„ �Annv 1 -ENLARGE SITE PLAN 3/16" = T -U" verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I. D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENTS JT C 08/29/17 CD ISSUE JDL 1st REVIEW TN 2nd REVIEW JDL 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 ENLARGED SITE PLAN qty Of h z z LU 2 w W W w U Q Z w � < U) w x J W z LU W F Zi Z W W 0 W Q F - w J HE- � J Z U) O U Lu W U Z U w Q C7 C7 z 0 z Uw O LU Ja w w a 0 O a U LU w w m L` 2� m �U- 2—NOT USED EW VERIZON WIRELESS TRAFFICtjy ATED HANDHOLE IN ASPHALT ARKING LOT RE 4/A4.00 EW ZAYO TRAFFIC RATED HANDHOLE t 1 —NEW FIBER HANDHOLE LCATION PLAN X (E) CHAINLINK FENCE x NEW ZAYO TRAFFIC RATED FIBER HANDHOLE — — — — Tmi- --------- NEW VERIZON WIRELESS TRAFFIC RATED FIBER HANDHOLE IN ASPHALT ' PARKING LOT RE: 4/A4.00 X uuDIRECTIONAL BORE NEW 2"0 CONDUIT WITH MAXCELLINNERDUCT I (APPROX 170 L.F.) LU ' X — — w NEW 10'W UTILITY EASEMENT w RE: SURVEY z (E) 6'W PSCO EASEMENT It RE: SURVEY X d U 3/16" = 1'-0" verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENTS JT C 08/29/17 CD ISSUE JDL 1st REVIEW TN 2nd REVIEW JDL 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 7 ieoo� ;i AUG 2 9 2017<j� FIBER HANDHOLE ENLARGED SITE PLAN A1.20 0 a z W d O z Z w z Z F_ z w 2i w U 0 w ¢ Z w h J W z z w ZW Z w w U) 2w Lu W J F � J F; Z w o Lu Q C7 z 0 z Ow O . U L9 J W w d O a d w ir Lu m If m LL U w J m U 0 0 U 2 °3 OfO ca ca co m i verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA. CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 U U40 1 <-, AUG 2 ,1 ?0 EQUIPMENT SHELTER DEMO PLAN ng Oi�7 Sin T-9„ 2'-2„ 2'-9„ 2'-7„ 91, 8'_2„ (E) EXHAUST LOUVER RELOCATE MSDS REMOVE (E) FUEL TANK (E) BATTERY VENT PIPES (TYP OF 3) NEUTRALIZATION KIT (E) FUEL FILL STATION W/ 5 GALLON SPILL CONTAINMENT RELOCATE EYEWASH & FIRST AID KIT I I III _ 7 1 111 REMOVE 111 10OG21 " v F N I I BATTERIES III I (E) 90% FUEL FILL z g o I I 1 11 I I L---------- 11 LEVEL ALARM o �UZ I ¢¢ 1 L---------- J z 0¢ I o r-------� 1 1 1 w w w v~ RELOCATE CUT 4"0 PVC PIPE AS i NETSURE 700 REQUIRED AND r m 1 PDF 1 CAP/SEAL WATER TIGHT LJ z J L -------J 1 a C9 _W Y o REMOVE TEMP CONTROL & (E) GROUND BAR RELOCATE TELCO S oz HI/LOW BOARD AND 1 W EQUIPMENT 1 O ¢ l'- 8" 6" 1' - 8" 1 w o �� (E) INTAKE LOUVER I N W/ DEEP SHROUD I REMOVE ILC I I I m I F F as L J 00¢ L U otf U --- 00 I IFN 11 1 1 I I W- 1 1 `7 L. rJ mW rJ I o D 2 L ---J 1— ____j I 0 1 mZo 8'-21/2" Wow I L REMOVE METER AND -- DISCONNECT SWITCH FE (E) FIBER CONDUIT 7 I I 1 L_ TO FIBER ENCLOSURE 4'-0" 2'-0" NOTES: 1. EXISTING ELECTRICAL SERVICE TO REMOVED ONCE NEW SERVICE HAS BEEN ESTABLISHED 1 -EQUIPMENT SHELTER DEMO PLAN 3/8" = V-0" verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA. CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 U U40 1 <-, AUG 2 ,1 ?0 EQUIPMENT SHELTER DEMO PLAN ng Oi�7 Sin W 0' w w J z Z w 2 w w Zi t - U) U) w U Q d LU U W J W d O 0 of W m z z 25'- 6" VERIZON WIRELESS EQUIPMENT SHELTER F z 15'-11" 2,_2„ T. 3'- 0" 1,_3„ 1._7„ W IL 9'-25/8" 1'-8" 3'-6" In ¢ Z z w z Q NEW 400A ILC RE: ELEC. i 7,2Z L w — w NEW C&D C7 ¢o COLD AISLE AT 29 0I nwiAIC FRONT OF EQUIPMENT . BATTERIES w N Zc l - - NCE RE: G1.10 X -= g CLEARANCE / o zw❑ / /w N W U z 2' - 0.4" 1' - 10" 4" 1' - 10" 4" 1' - 10" 4" 1' - 10" 4" 2' - 0 3/4" 2" O W co YOm U w W OF w CRAN CRAN CRAN CIENA/ 02z o v F Lo z C7 z w w a NEW C&D w a (E) GROUND co O BAR (TYP OF 2) HOT AISLE I I M AT -29 / o w U) Lo BATTERIES b U) w o h I RE: G1.10 1' - 10" 6 1/8" T - 10" 6 1/8" 2'- 2" 4" 1' - 10" 2'- 6" Zz 7NIZ11 O nl io Cn CLEARANCE U w x OVP/ ONE FIBER ONE FIBER FCIENA I- TRANSPORT z <w� W ❑ U F r -4o �z2 AIC a�jw — z CLEARANCE W ❑j W N 8'- 2 318" v ¢ ¢ p COLD AISLE z m of Ca w O w FRONT OF EQUIPMENT Z v� N V oW I FE FE K C7 w W O (L NEW BARD 5 TON AC UNIT w W U U) w Q 5'-2" 2'- 10" 2' _ 6„ 7„ 1' _ 7„ UIr Ir 0 U NOTES: 1. G.C. TO RE -PLUMB ALL GENERATOR'S UTILITY LINE AS REQUIRED ❑ 2. VENT PIPES PLUMBING NOT SHOWN FOR CLARITY 3. RE: G1.10 FOR ALL HAZMAT COMPLIANCE DETAILS 4. ALL NEW EQUIPMENT IN NEW EQUIPMENT RACKS ARE DC POWERED U.N.O. 1 -EQUIPMENT SHELTER DIMENSION PLAN 3/8"=1'-0" verizonif VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 ;)F col STECKC! 262602 �r �UG292 A, �............. To ARCO, EQUIPMENT SHELTER DIMENSION PLAN City of N �. it 0 Building Divisorl ,d'` U) z 0 a I_ W Z W 0_ U) z z W z z F - z Lu 20 W W 0_ O ¢ Z w � < U) w X J W F - Z W Z � Z W W co I w ¢ F W J HH � J F- U) in O O U W U Z U w ¢ CD 07 Z_ O Z Oiu O tY U (� J W LU w L > O O a- d d Ir w m L Lu �J_ O w J a U 0 O U _ °d [If o �m m> m = RELOCATED TELCO BOARD AND ALARM BLOCKS INSTALL RMB1 (E) FIBER CONDUIT TO FIBER ENCLOSURE NEW AC DISCONNECT 1 - EQUIPMENT SHELTER FLOOR PLAN NEW GENERATOR REMOTE MANUAL STOP RE: G1.10 NEW FIBER CONDUIT TO NEW FIBER ENCLOSURE RE: A2.20 NEW KNOX BOX FOR FIRE DEPT ACCESS NEW SIGN "GENERATOR EMERGENCY — SHUT-OFF SWITCH INSIDE" CONTRACTOR TO PROVIDE BATTERY & GENERATOR HAZMAT SIGNAGE RE: G1.10 (E) EXHAUST AIR W/ LOUVERS (E) FUEL FILL STATION W/ 5 GALLON SPILL CONTAINMENT (E) 90% FUEL FILL LEVEL ALARM (E) FRESH AIR INTAKE WITH LOUVERS (E) CONCRETE STOOP NOTES: 1. G.C. TO RE -PLUMB ALL GENERATOR'S UTILITY LINE AS REQUIRED 2. VENT PIPES PLUMBING NOT SHOWN FOR CLARITY 3. RE: G1.10 FOR ALL HAZMAT COMPLIANCE DETAILS 4. ALL NEW EQUIPMENT IN NEW EQUIPMENT RACKS ARE DC POWERED U.N.O. 3/8" = V-0" verizoW VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE. CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 ChAi r-33 EI.80N AUG 2 9 20 EQUIPMENT SHELTER FLOOR PLAN A2.1 1 z z w 2 w a a w w � O a z w F U) in w x J W F - z w Z W z W Lu a w W U) yw J_ F F- 7 J F �_ Z � O w U W U z CW7 0 Z z z Lu O 0 L) aJ W W d � O a d w w w m L� �m LL U W J m a U 0 O U _ <s � D Z) m m m x HORIZONTAL SIMPLEX SURTAIN RE: 5/A5.10 (TYP) iii REPULL FIBER TO — NEW FIBER CONNECTION @ FDP NEW GPS RE: 5/A4.00 I1 - EQUIPMENT SHELTER REFLECTIVE CEILING PLAN wvn'oi.o'' uvn' FIXTURES 91-111, . 11" . 81, (E) EXHAUST FAN (E) HYDROGEN SENSOR (E) VENT PIPES @ 12'-0" A.F.G. (E) FLUORESCENT LIGHT FIXTURES IN GENERATOR ROOM (TYP. OF 2) (E) GENERATOR EXHAUST BULLHEAD RECONNECT(E)MUFFLER I TO NEW GENERATOR NEW RATE OF RISE DETECTOR - BY OTHERS RE: G1.10 EMERGENCY LIGHT P. OF 2) NOTES: 1. RE: G1.10 FOR ALL HAZMAT COMPLIANCE DETAILS 2. FIRE DETECTION SYSTEM SHALL BE INSTALLED PER VERIZON SPEC NSTD386 AND LOCAL FIRE CODE REQUIREMENTS 3. REMOVE (1) (E) FLUORESCENT LIGHT FIXTURE FROM EQUIPMENT ROOM 4. INSTALL NEW GENERATOR PER MANUFACTURER'S SPECIFICATIONS 77 3/8" = V-0" verizon,v' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CO REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 EQUIPMENT SHELTER z Z w w Q w w Of Q Z W F Q W X J W z Z W Z W Z W W Q � W W Q _ W J J F Z in o co U W U Z Q (w'J C7 z 0 z °o U (� Wa W W 'a3 O 0 o a 0 w rr m u �m �u- co w J m Q U 0 U 0= 0 0 Of m >- In = T.O. kE) LIGHTNING ROD 39' - (" 1 - EAST ELEVATION T.O.) MONOPOLE 35' - 0" RELESS ANTENNAS L1 31'-0" :) FUEL TANT VENT PIPES (TYP) ) GENERATOR BULLHEAD =W H -FRAME W/ CT CABINET, ETER, & ENCLOSED CIRCUIT BEAKER RE: ELEC. GRADE 0'-0" 3/16" = 1'-0" verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CO REVIEW JT B 07/31/17 CLIENT COMMENTS JT C 08/29/17 CD ISSUE JDL 1st REVIEW TN 2nd REVIEW JDL 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 $ I FCKLY u G 2 9 2 0;/, A� EAST ELEVATION es 'oar 7}.q j- z LL 2 LL U; Q 4 w w az w V) W X J W F Z W Z uj Z W W Q � W W Q _ W J_ J z D) O U) U w U Z U W Q CO C9 Z 0 Z J d 0 U C9 LuJ W W 'a0 O a J 0 w x w m W �m LL Lu w J m Q U 0 U _ a1 IY O Q� FY 3m m= verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENTS JT C 08/29/17 CD ISSUE JDL 1st REVIEW TN 2nd REVIEW JDL 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 AUG 29 20174.. NORTH ELEVATION C /y Of iR/r10 z z w w W W W ¢ Z w F W U) W Ww J F - z w F - Z w w ¢ m w Lu LU � H F- J F Z �5o U) U U Z Lu Q U' 0 z cl z Lu d 0 w c7 w w O n- CS Lu 0_ Lu m `= w T LL a verizon,v' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 � 4 CI'Ar FS ,,.FL. 01A S .Inv t AUG 2 9 201 FIBER DETAILS COORDINATE STUB UP INSTALL AWEATHER- LOCATIONS PLAN RESISTANT I.D. PLAQUE FILL WI FOAM ON VAULT LID SEALANT NEW 2'X3'X3'D FINISH GRADE - HANDHOLE MATCH SLOPE, FIBER CABLE CONDUIT PLUG AS THICKNESS & TYPE OF INSTALLED BY REQUIRED EXISTING 'OTHERS' FINISH GRADE IIII I I I I I A INSTALL (IIII -III—III-I —I III—I I—I I MI I -I I I -I I El I I I -I I I—III-I PVC CONDUIT PER PLAN 15 _ I ' LANDSCAPE FABRIC 1=III—III-I III—II_1 o _ BETWEEN EARTH I --III —I I I- OJ PVC CONDUIT III AND NEW FILL (TYP.1 —) SIDE AND BOTTOM) I I=III= I—� SIZE AS SHOWN IIII ONP �� ON PLANS –IIIIII 0 _ III -1 1I- —III III—III—III—III I —III—III—III III III— NOTE: -III I I—III—III-III- I -I I — I I—III-I III -III INSTALL 200# TENSILE PULL WIRE —III III—III—III =III III- (TRUE -TAPE) CALIBRATED IN —III= -III- FEET INSIDE EMPTY CONDUITS & 12" BED OF 3/4" CONDUIT W ITH TIE OFF AT EACH END GRAVEL FOR PRESTRUNG DRAINAGE MAXCELL 3 CELL UNDISTURBED SOIL INNERDUCT 6-0" Ir 6 - NOT USED 4 - HANDHOLE DETAIL N.T S 2 - FIBER CONDUIT STUB UP DETAIL N.T.S. 4'-0" VERIZON WIRELESS EQUIPMENT SHELTER FINISH GRADE -MATCH III—III _ —III— III III=III=III=III III- CORE THROUGH SLOPE, IK ESS TRENCH TYPE OF EXISTING IMI WALL FOR (1) NEW 2'X2'X1' FIBER —III III— CONDUIT SEAL ENCLOSURE SET BY COMPACTED BACKFILL WATERTIGHT (MIN. CONTRACTOR SEAL III- — 8'-0" A.F.F.) WATERTIGHT VIII IIII o — LOOP 1-1/4"0 I=I =III= I=III=III— I=III=III WARNING TAPE W/ III INNERDUCT W ITH TRACE W IRE IN IIIIII I I FIBER AS NEEDED III—III— I III—III—III COMPACT BACKFILL -III—III —III III= NEW CONDUITI—III—III —III- III—III UNDISTURBED EARTH —I — _ __ ATTACH TO WALL WI ___ II �=III=III= III EIII_I I UNISTRUT @ 4'-0" O.C.II- I VERT. CONDUIT II ASPHALT/CONCRET (VIII E TEE TYPE PATCH TO MATCH EXISTING FINISH GRADE -MATCH COORDINATE STUB IIII FINISHED GRADE SLOPE, THICKNESS & UP LOCATIONS W/ TYPE OF EXISTING PLAN FILL WI FOAM _ — T=1 SEALANT (STUB PIPE III I_ III III III -HiI- MIN 6" A.F.G.) 4" SAND BED MIN. I II I I III I�I II I o I II SHELTER HEL ER V-6" MIN. RADIUS I ( I I FLOOR El SYSTEM BACKFILL PITIII WHEN BORINGIIIIICOMPLETE —III=REFER TO 1/A4.3 FORNOTES: 4' - 0" 1' - 0" TRENCHING DETAIL 1. INSTALL ALL UNDERGROUND UTILITIES PER LOCAL UTILITY REQUIREMENTS. MIN. 11 MIN.11 2. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO TRENCHING / EXCAVATION. EQUIPMENT 3. COORDINATE SIZE AND TYPE WITH LOCAL UTILITY COMPANIES SHELTER PVC CONDUIT PER PLAN REQUIREMENTS. NOTES: FOUNDATION 4. REFER TO ELECT PLAN FOR EXACT SIZE AND LOCATION. 1. EXCAVATION FOR HANDHOLES WILL ALSO BE USED FOR BORE PITS WHEN 5. COMPACT BACKFILL TO.95% PROCTOR DENSITY AT ALL DRIVEWAY OR HARD PRACTICAL TO MINIMIZE SITE DISTURBANCES NOTE: SURFACED AREAS. COMPACT TO -90% PROCTOR DENSITY ALL OTHER AREAS 2` ACTUAL DIMENSIONS MAY VARY DEPENDING ON IN FIELD SITE CONDITIONS. INSTALL 200# TENSILE PULL WIRE (TRUE -TAPE) UNLESS NOTED OTHERWISE, REFER TO GEOTECHNICAL REPORT. 3. PROTECT NEARBY DOWNSTREAM STORM DRAIN INLETS FORM POTENTIAL CALIBRATED IN FEET INSIDE EMPTY CONDUITS & 6. BACKFILL, WARNING TAPE AND SAND BED NOT REQ'D WHEN BORING. CONTAMINATION DUE TO CONSTRUCTION. TIE OFF AT EACH END. TRACER WIRE SHALL BE INSTALLED IN CONDUIT. 4. VACUUM SLURRY FROM BORING OPERATIONS AS NEEDED TO ELIMINATE SEEPAGE INTO STREETS AND DRAINS 5 - BORE PIT DETAIL N.T.S. 3 -FIBER ENCLOSURE DETAIL N.T.S 1 - FIBER CONDUIT TRENCH/DIRECTIONAL BORE DTL N.T.S. verizon,v' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 � 4 CI'Ar FS ,,.FL. 01A S .Inv t AUG 2 9 201 FIBER DETAILS z Z 0 Q z W EL Z z w z Z z Z Lu ZLU Z w LU w¢ W W wW J F 7 J H Z � Z (n O () U w U Z ¢ (D CO Z ❑ z C( 0 W O w K C7 J � W W I � O a 0 W 0_ w m irm LL verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 DETAILS A4.1 0 GPS ANTENNA 1-1/4"0 GPS PIPE z L4x2x1/16"xt'-0" LLV (TYP. OF 2) (2) 1/2" THREADED ROD @ 18" O.C. L2x2x3/16"x2'-2" EACH co SIDE OF WALL OVER (2) STUDS MIN. (2) 1/2" THRU BOLTS 1/2"0 U -BOLTS T&B WALL ASSEMBLY 6 - NOT USED 4 - NOT USED 2 - GPS ANTENNA -WALL MOUNT DETAIL 1 1/2" = 1'-0" INTERIOR SURFACE CEILING HANGER OR 1-5/8" UNISTRUT RE: NOTES 5/8"0 ALL -THREAD @ PVC PROTECTOR 5'-0" O.C. MAX 'B -LINE' CABLE TRAY OR EQUAL ATTACHED TO ALL- CABLING THREAD W/ CLIPS 000000 O EQUIP. RACK HEIGHT + 8" MIN, FASTENING NOTES: 1. WOOD JOISTS: ATTACH HANGER TO WOOD JOIST WITH 1/4"0 X 3" EMBED LAG SCREWS TO EACH JOIST 2. STEEL JOISTS: ATTACH HANGER TO JOIST WITH #12 TEK TO EACH JOIST 3. CONCRETE: ATTACH HANGER TO CEILING WITH 1/4" EXPANSION ANCHORS 5 - NOT USED 3 - NOT USED 1 -CABLE LADDER DETAIL 3/4" = 1'-0° verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 DETAILS A4.1 0 F - z LU 2 Lu w W � CO ¢ z W � W W z z w Z � Z w Lu U) 2i ¢ W W U) >- w W J F � J_ F H Z Z Z6 O (n U W Uw ¢ 0 C9 z 0 z cy Lu O Of Lu c7 Ja w W EL- � O IL 0 Lu 0-1Lu m u �m 2i w W Lu m U 0 O U _ «s o �m m= 2 - FIBER RACK ELEVATION OVP/TRANSPORT ONE FIBER ONE FIBER CIENA z w uj uj U J U H w > g z w m U J U w > (O z W 2 Ili Q w ca c¢> J U w > * � z w m U J U w > (O z w W ¢ m J U w > d F 2 z w mco U J U w > V z w w ¢ < co U Q O F w > z Lu w z w O Q U w ZAYO > (V FUSE PANEL FUSE PANEL FUSE PANEL FUSE PANEL FUSE PANEL 432LC PORTS CPRI MONITORING PANEL CPRI MONITORING PANEL INTER FRAME FDU PANEL NGPON AGG. SHELF PDU CPRI MONITORING PANEL CPRI MONITORING PANEL OVP 432LC PORTS NGPON AGG. SHELF FSM4 CHASSIS 1 SPARE/ALARM/ FIBER FED GPS/ MISC FSM4 CHASSIS 17 NGPON AGG. SHELF FIBER DRAWER 432LC PORTS FSM4 CHASSIS 2 FSM4 CHASSIS 10 HDWAVELENGTH MUX (6) RACK UNITS 432LC PORTS SUPPORT BAR OVP RESERVED SG FSM4 CHASSIS 19 432LC PORTS RESERVED 5G FIBER DRAWER C N S RESERVED 5G NOKIA LAYER 2 (11) RACK UNITS RESERVED 5G 7705 SAR-8 CIENA FIBER INTERFACE MODULE (5) RACK UNITS OPEN SUPPORTBAR 7750 ROUTER RMX-3200 CIENA 650OT12 FSM4 CHASSIS 21< ALU BBU 7750 ROUTER (12) RACK UNITS OPEN FINGER TRAY FSM4 CHASSIS 14 X14)A U S ALU BBU FSM4 CHASSIS 7 FINGER TRAY CIENA 6500S PTS SUPPORTBAR— UPPORTBARFSM4 ADC FMR ALARM FDP SUPPORT BAR (2 S NI C U T OVP/TRANSPORT ONE FIBER ONE FIBER CIENA z w uj uj U J U H w > z W 2 Ili Q w ca c¢> J U w > * z w W ¢ m J U w > d z w w ¢ < co U Q O F w > z w w G w m U Q v H w > FUSE PANEL FUSE PANEL FUSE PANEL FUSE PANEL CPRI MONITORING PANEL CPRI MONITORING PANEL CPR] MONITORING PANEL INTER FRAME FDU PANEL CPRI MONITORING PANEL CPRI MONITORING PANEL CPRI MONITORING PANEL (22) RACK UNITS OPEN FSM4 CHASSIS 1 FSM4 CHASSIS 9 FSM4 CHASSIS 17 SUPPORT BAR SUPPORTBAR SUPPORT BAR FSM4 CHASSIS 2 FSM4 CHASSIS 10 FSM4 CHASSIS 18 SUPPORT BAR SUPPORT BAR SUPPORT BAR FSM4 CHASSIS 3 FSM4 CHASSIS 11 FSM4 CHASSIS 19 SUPPORT BAR SUPPORTBAR SUPPORT BAR FSM4 CHASSIS 4 NOKIA LAYER 2 NOKIA LAYER 2 FSM4 CHASSIS 12 FSM4 CHASSIS 20 SUPPORT BAR NOKIA LAYER 2 SUPPORTBAR SUPPORTBAR 7750 ROUTER FSM4 CHASSIS 5 FSM4 CHASSIS 13 FSM4 CHASSIS 21< SUPPORT BAR SUPPORTBARca (12) RACK UNITS OPEN FSM4 CHASSIS 6 FSM4 CHASSIS 14 SUPPORT BAR SUPPORT BAR FSM4 CHASSIS 7 FSM4 CHASSIS 15 SUPPORT BAR SUPPORTBAR— UPPORTBARFSM4 FSM4CHASSIS 8 FSM4 CHASSIS 16 SUPPORTBAR SUPPORT BAR CIENA CRAN CRAN CRAN 1 - CRAN RACK ELEVATION NOTES: 1. CONTRACTOR TO VERIFY FINAL RF DESIGN PRIOR TO EQUIPMENT INSTALLATION 2. RE: A4.30 FOR HVAC CONTAINMENT LAYOUT DO NOT INSTALL EQUIPMENT (REFER TO RU SPECIFIED) verizonif VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA. CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CO REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 E� f ON R ,I'Ly AUG2 0017,E ° "'-AUG c-;J AIRC'`�L RACK ELEVATIONS A50.OS U/visor �f z z w w w a w w � C7 ¢ z w F - w X J W I - z w 1.- 2 Z w w a Lu w� W J J_ Z n O W U U Z U w ¢ (7 (7 z 0 z C1 0 Lu O U (D Lu J � w w > O O d d Lu 0_ w m u - Lu � m w J m U 0 O V _ °6 � o m 2 NEW SUPPLY DUCT "^^" NEW RETURN DUC NEW SIMPLEX SOF SEPARATING CUR' FROM CEILING TO ALIGN WITH CABLE NEW OR E 6 - ISOMETRIC VIEW OF AIR CONTAINMENT SYSTEM INTERIOR SURFACE CEILING HANGER - OR 1-5/8" UNISTRUT RE:NOTES SUPLY DUCT RE: MECH FOR SIZE 5/8"0 ALL -THREAD @ 5-0" O.C. MAX I Ll B O UNISTRUT EQUIP. RACK HEIGHT 1-5/8" P1000 UNISTRUT FASTENING NOTES: 1. WOOD JOISTS: ATTACH HANGER TO WOOD JOIST WITH 1/4"0 X 3" EMBED LAG SCREWS TO EACH JOIST 2. STEEL JOISTS: ATTACH HANGER TO JOIST WITH #12 TEK TO EACH JOIST 3. CONCRETE: ATTACH HANGER TO CEILING WITH 1/4" EXPANSION ANCHORS SIMPLEX: AIR BLOCK - DCT MOUNTING TRACK RE: NOTES FOR ATTACHMENT CEILING SPLICE CHANNEL FOR f CORNERS & CONNECTIONS CONT. THREADED CHANNELS ALLOW FOR FLEXIBLE MOUNT POINTS FLAT WALL HOOK BEAD BAR FRONT PLATE HOOK BEAD SIMPLEX AIRBLOCK CURTAIN FASTENING NOTES: 1. WOOD JOISTS: ATTACH HANGER TO WOOD JOIST WITH 1/4"0 X 3" EMBED LAG SCREWS TO EACH JOIST 2. STEEL JOISTS: ATTACH HANGER TO JOIST WITH #12 TEK TO EACH JOIST 3. CONCRETE: ATTACH HANGER TO CEILING WITH 1/4" EXPANSION ANCHORS 5 -DUCT MOUNTING DETAIL 3/4° = r -o° I 4 - CURTAIN/STRIP MOUNT DETAIL1 6" = V-0° T.O CEILING T.O RACK CUT OPENING FOR ( TRAY IN SIMPLEX SC WALL CURTAIN NEW RETURN DUCT RE:MECH HO AISLL 3 -AISLE CAP CONTAINMENT ELEVATION1 -0-T.O CEILING_ COLD AISLE A;�-T.O RACK_ ALIGN EDGE OF EQUIPMENT/ CABLE - NEW SIMPLEX STRIPS OR EQ. (FULL HEIGHT) - (E) SUPPLY DUCT - NEW SIMPLEX SOFT WALL CURTAIN (BEYOND) (TYP.) - VERIZON WIRELESS EQUIPMENT MOUNTED WITHIN CURTAIN (TYP.) N.T.S. NEW SIMPLEX SOFT WALL AIR SEPARATI CURTAIN DUCT. CUT TO RACK HEIGHT I 4/A5.10 NEW SIMPLEX SOFT WALL AIR SEPARATING CURTAIN (FULL HEIGHT) 12 VERIZON WIRELESS EQUIPMENT HOT AISLE NEW SIMPLEX SOFT WALL IR SEPARATING CURTAIN. CUT TO RACK HEIGHT. ALIGN TO EDGE OF A/C GRILLES CUT SIMPLEX TO RACK HEIGHT AREA MAXIMUM ALLOWABLE EQUIPMENT AREA 2'-0" 2 - FRONT & BACK CONTAINMENT ELEVATION N.T.S. NEW SIMPLEX CURTAIN RE: 4/A5.10 (TYP) COLD AISLE u M9yM, AIR CURTAIN HOT AISLE HOT AISLE I I COLD AISLE CRAN EQUIPMENT RACKS 7" COLD AISLE NEW SIMPLEX STRIP ONE FIBER — 0 n RE: 3/A5.10 ELECTRICAL EQUIPMENT 1 - EQUIPMENT SHELTER CONTAINMENT PLAN 1:76 verizoW VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA. CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I D 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 dCi?F': S , 6LuCt� jf AUG 29 2017 �f0A' HOT AISLE CONTAINMENT DETAILS A, 5.10 g U/tr/50,1` PF COLD AISLE COLD AISLE HO AISLL 3 -AISLE CAP CONTAINMENT ELEVATION1 -0-T.O CEILING_ COLD AISLE A;�-T.O RACK_ ALIGN EDGE OF EQUIPMENT/ CABLE - NEW SIMPLEX STRIPS OR EQ. (FULL HEIGHT) - (E) SUPPLY DUCT - NEW SIMPLEX SOFT WALL CURTAIN (BEYOND) (TYP.) - VERIZON WIRELESS EQUIPMENT MOUNTED WITHIN CURTAIN (TYP.) N.T.S. NEW SIMPLEX SOFT WALL AIR SEPARATI CURTAIN DUCT. CUT TO RACK HEIGHT I 4/A5.10 NEW SIMPLEX SOFT WALL AIR SEPARATING CURTAIN (FULL HEIGHT) 12 VERIZON WIRELESS EQUIPMENT HOT AISLE NEW SIMPLEX SOFT WALL IR SEPARATING CURTAIN. CUT TO RACK HEIGHT. ALIGN TO EDGE OF A/C GRILLES CUT SIMPLEX TO RACK HEIGHT AREA MAXIMUM ALLOWABLE EQUIPMENT AREA 2'-0" 2 - FRONT & BACK CONTAINMENT ELEVATION N.T.S. NEW SIMPLEX CURTAIN RE: 4/A5.10 (TYP) COLD AISLE u M9yM, AIR CURTAIN HOT AISLE HOT AISLE I I COLD AISLE CRAN EQUIPMENT RACKS 7" COLD AISLE NEW SIMPLEX STRIP ONE FIBER — 0 n RE: 3/A5.10 ELECTRICAL EQUIPMENT 1 - EQUIPMENT SHELTER CONTAINMENT PLAN 1:76 verizoW VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA. CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I D 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 dCi?F': S , 6LuCt� jf AUG 29 2017 �f0A' HOT AISLE CONTAINMENT DETAILS A, 5.10 g U/tr/50,1` U) z O w w w W 0- z z w z Z z z w 2 w ¢ ¢ w w Of O ¢ z w w x J W F - z w Z W Z w W ¢ w w W J F- Z) Z co O w a(9 0 Z 0 z UW O w> J lL w w L 3: O a CS w w w m Lw M LL U) w m U 0 O U _ xs � D rDr� } a4 = SNMP KENTROX OR EQUIVALENT HARDWIRED BARC HVAC COMMUNICATIONS SYSTEMS HARDWIRED HARDWIRED (MONITORING AND CONTROL) NON BAS COMMON HARDWIRED ALARM ALARMS (MONITORING) 4 - NOC FLOW DIAGRAM j C SNMP VZW EDN BACNET BAS FIELD CONTROLLERS NOC ALARM SUMMARY LOGIC FOR ALARMS POINT DESCRIPTION SERVICE/LOCATION NOC ALARMING HIGH TEMPERATURE ALARM ANY SPACE PROVIDE ONE COMMON ALARM TO NOC LOW TEMPERATURE ALARM ANY SPACE HIGH HUMIDITY ALARM ANY SPACE LOW HUMIDITY ALARM ANY SPACE SPACE TEMPERATURE RATE OF RISE ALARM ANY SPACE HVAC UNIT FAILURE ANY HVAC UNIT PROVIDE ONE COMMON ALARM TO NOC BATTERY ROOM EXHAUST FAILURE ANY BATTERY ROOM PROVIDE ONE COMMON ALARM TO NOC 1ST FIRE ALARM IN ZONE ANY ZONE ALARM TO NOC 2ND FIRE ALARM IN ZONE ANY ZONE ALARM TO NOC FIRE SYSTEM TROUBLE FIRE DETECTION SYSTEM ALARM TO NOC LOSS OF COMMERCIAL POWER POWER SYSTEMS ALARM TO NOC LEAK DETECTION ANY GENERATOR PROVIDE ONE COMMON ALARM TO NOC 3 - NOC ALARM SUMMARY LOGIC FOR ALARMS NOC SNMP KENTROX OR EQUIVALENT HARDWIRED BARC HARDWIRED COMMON ALARMS 2 - NOC ALARM CONNECTION SNMP EQUIPMENT AND ALARMS I BAS GUI VZW EDN LAN BACNET IP (INTEGRATION) SNMP (NOC ALARMS COX (GUI/SUPERVISERS) 1. DRAWING ARE DIAGRAMMATIC AND DO NOT SHOW ALL COMPONENTS, MATERIALS, EXACT CABLE ROUTING, CONDUIT, AND OTHER CONSIDERATIONS THAT MAY BE REQUIRED FOR PROPER SYSTEM OPERATION 2. ALL MATERIAL AND EQUIPMENT USED IN THIS INSTALLATION SHALL BE NEW, AND SHALL HAVE THE APPROPRIATE UL LISTING AN FACTOR MUTUAL (FM) APPROVAL. ALL MATERIALS SHALL COMPLY WITH APPLICABLE LOCAL AND NATIONAL CODES, STANDARDS, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 3. CONTRACTOR SHALL PERFORM ALL WORK AND INSTALL ALL COMPONENTS IN A PROFESSIONAL AND WORKMANLIKE MANNER, ALL FINISH WORK TO BE TRUE, LEVEL, AND PLUMB. ALL JOINTS TO BE TIGHT AND CLEAN. 4. ALL WORK SHALL BE PERFORMED IN FULL COMPLIANCE WITH ALL APPLICABLE LOCAL AND NATIONAL CODES, STANDARDS AND ALL APPLICABLE AMENDMENTS. WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION, THE CONTRACTOR SHALL ISSUE PUBLIC NOTICES. 5. ALL EIA -485 MS/TP SEGMENTS SHALL BE DOUBLY TERMINATED BUS TOPOLOGY. PROVIDE CONDUIT AS REQUIRED IN DIVISION 25 SPECIFICATIONS AND WIRE ROUTES TO ACCOMMODATE. 6. DEVICES SHALL BE INTERCONNECTED AS SHOWN ON THE NETWORK ARCHITECTURE DIAGRAM 7.22 AWG BELDEN 3106A OR EQUIVALENT SHALL BE UTILIZED FOR ALL MSTP/BACNET NETWORK WIRING. CAT5E OR CAT6 SHALL BE USED FOR BACNET IP. 8. ALL CONTROL SYSTEM LOCAL OPERATION NETWORK WIRING INCLUDING BUT NOT LIMITED TO MS/TP AND MDBUS NETWORK CABLE SHALL INCLUDE ONE DESIGNATED SPARE CABLE TO BE PULLED ALONG SIDE THE PRIMARY CABLE 9. USE 18 GAUGE, STRANDED, SHIELDED, TWISTED PAIR WIRE FOR ALL TWO CONDUCTOR SENSOR WIRING. 10. SPLICING OF COMMUNICATION CABLE BETWEEN DEVICES IS NOT ALLOWED. 11. ALL INTELLIGENT CONTROLLERS RESIDING ON THE BACNET NETWORK SHALL BE BTL COMPLIANT FOR COMPLETE INTEROPERABILITY. 12. INSTALL THE QUANTITY OF EIA -485 MS/TP / ETHERNET JACKS AS INDICATED ON THE FLOOR PLAN AND ARCHITECTURE DIAGRAM. EXACT PLACEMENT MAY VARY FROM WHAT IS SHOWN. NETWORK JACKS SHOULD BE LOCATED TO ALLOW EASY ACCESS TO FIELD BUS FOR TROUBLE SHOOTING OF DIGITAL CONTROLLERS. INSTALL JACKS WITHIN DCP, NCP OR OTHER ENCLOSURE. THERMOSTATS WITH INTEGRAL MS/TP JACKS MAY BE USED HOWEVER MAY NOT USE THE MS/TP BUS FOR TRANSMISSION OF TEMPERATURE/ HUMIDITY DATA TO ASSOCIATED EQUIPMENT (VAV BOX, AC, ETC.) 13, INSTALL NETWORK TERMINATORS WITHIN CONTROL PANELS OF ADJACENT END OF LINE CONTROLLERS 14. CONTROL PANELS SHALL HAVE SUFFICIENT QUANTITY OF CONTROLLERS, CONTROL POINTS AND NETWORK VARIABLE RESOURCE COUNT TO SUPPORT BOTH THE PHYSICAL AND NETWORK 1/0 REQUIREMENTS OF EACH DEVICE DESIGNATED FOR THAT PANEL. 15. STAND ALONE OPERATION IS REQUIRED FOR ALL EQUIPMENT. SEQUENCE OF OPERATION MUST NOT BE DEPENDENT ON LOCAL OPERATING NETWORK COMMUNICATIONS EXCLUDING OUTSIDE AIR CONDITION VARIABLES REQUIRED FOR USE BY MULTIPLE CONTROLLERS. EACH PIECE OF MECHANICAL EQUIPMENT MUST BE CONTROLLED BY AS SINGLE BACNET CONTROLLER. REMOTE 1/0 MODULES SHALL NOT BE ALLOWED FOR CONTROL POINTS OR POINTS WHICH HARE REQUIRED TO ACHIEVE THE SEQUENCE OF OPERATION WITHOUT THE USE OF A BACNET ROUTER AND SEPARATE SUB NET. 16. CONTROL PANELS SHOWN ON DRAWINGS ARE SCHEMATIC ONLY AND ARE NOT TO SCALE. CONTROLS CONTRACTOR SHALL PROVIDE PANELS AS NECESSARY TO HOUSE THE REQUIRED CONTROL EQUIPMENT. CONTRACTOR SHALL COORDINATE EXACT PLACEMENT OF PANELS WITH SURROUNDING EQUIPMENT. 17. CONTROLS CONTRACTOR SHALL VERIFY NODE COUNT PER NETWORK AND CONFORM TO THE ARCHITECTURE GUIDELINES SPECIFIED BY THE MANUFACTURER OF THE NETWORK CONTROLLER AND BY ANSI/ASHRAE BACNET STANDARDS 135. 18. INSTALL THE CENTER OF ALL CONTROL PANELS AT 60" TYPICAL ELEVATION WHEN FEASIBLE. 19. GROUND ALL SHIELDS AT ONE END ONLY TO AVOID GROUND LOOPS. TERMINATE GROUND CONDUCTOR FIRST. TERMINATE AT EQUIPMENT WHEN FEASIBLE. 20. INDICATED ROUTING OF EIA -485 MS/TP NETWORK WIRING IS SCHEMATIC IN ROUTING ONLY. ACTUAL ROUTING OF WIRING SHALL BE DETERMINED IN THE FIELD BY CONTROLS CONTRACTOR. RESTORE ALL DISRUPTED SURFACES BACK TO ORIGINAL FINISHED CONDITIONS. THE CONTRACTOR SHALL PROVIDE LABOR AND MATERIALS FOR ALL DRYWALL, FLOOR, CONCRETE, CARPET, PAINT AND SIMILAR FINISH SURFACES AFFECTED BY THE SCOPE OF THIS PROJECT. 21. FIELD VERIFY ALL THERMOSTAT LOCATIONS FOR FIELD CONFLICTS INCLUDING UNFORESEEN WALL SPACE RESTRICTION, WIRING RESTRICTION AND THERMAL INTERFERENCE FROM EQUIPMENT AND OR SUNLIGHT. NOTIFY OWNER OF ALL CONFLICTS PRIOR TO INSTALLATION. 22. ALL WIRING SHALL BE IN 3/4" EMT REGARDLESS OF LOCATION 23. UL 555 DAMPER SHALL BE PURCHASED WITH APPROVED UL LISTED ACTUATORS 24. ALL DAMPER ACTUATORS SHALL BE BELIMO 25. CRITICAL POINTS AND ALARMS SHALL BE WIRED NORMALLY CLOSED SO THAT A LOSS OF POWER WILL INDICATE AN ALARM CONDITION OR RELEASE TO NORMAL OPERATION. 26. ALL NEW CONDUIT AND WIRING SHALL NOT BE RAN OVER TECHNICAL SPACES, UTILIZE HALLWAYS AND NON-TECHNICAL SPACES FOR ROUTING OF ALL NEW CONDUIT AND WIRE PATHS. 27. CONTRACTOR SHALL PROVIDE CONTROL RELAYS, AND MAKE 120V POWER CONNECTIONS TO COMBINATION FIRE/SMOKE DAMPERS WHEN APPLICABLE. THE CONTROL OF THE COMBINATION FIRE/SMOKE DAMPERS IS BY THE BAS 28. THE BAS CONTRACTOR SHALL BE REQUIRED TO PROVIDE 120V POWER TO ALL FIELD DEVICES (ACTUATORS, SENSORS, ETC) WHICH REQUIRE SUCH POWER 29. THE BS CONTRACTOR IS 100% RESPONSIBLE FOR PROVIDING OR COORDINATING WITH PURCHASING TRADE THE SUPPLY OF NETWORK OR RELAY INTERFACE CARDS, GATEWAYS, MICROPROCESSORS, ETC. TO ACCOMPLISH THE CONTROL AND MONITORING INTENT OF THOSE DRAW INGS. 1 -BAS GENERAL NOTES verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 o '!+`0 5 AUG 2 9 201,71,,E r BUILDING AUTOMATION SEQUENCE OPERATION & NOTES Rilvlsds F dr9 vis 17017 U) Z 0 a Lu Lu Z LU (L U) a z z w z z a z z LU w U) w w (D ¢ z w F < (n wW H z w Z LU z w Lu a Lu w w J F}_- J_ F U) Z to O (n U w U Z U w Q CO 0 w of w m �m 3 uj w J m a U 0 O U _ m} m 2 NEW QUEST RSC 1000 LEAD LAG (E) EXHAUST FAN TEMP CONTROLLER. INSTALL RE: M6.00 PER MANUFC. SPECS. T -STAT TO (E) EXHAUST LOUVER PROVIDE HIGH/LOW TEMPLV ALARMS TO NOC 2 EF SG DIRECTION OF 1 1 A/C LOUVER COLD AISLE N.E.C. BATTERY CLEARANCE RE: ARCH. AC FRONT OF EQUIPMENT / 1 A/C CLEARANCE l� ) INTAKE LOUVER HI TEMP CONTROL SENSOR I ( __7 NEW NEW SIMPLEX SOFT WALL STRIP ENTRANCEI I HOT AISLE BATTERY 1 11 NEW A/C RE: ARCH. UN -OCCUPIED RE: ARCH. DISCONNECT I EQUIPMENT _ /71T (NP) I 166 3 F. RG 2 N.E.C.— CLEARANCE CLEARANCE I'i COLD AISLE PDF FRONT OF EQUIPMENT UN -OCCUPIED AC GENERATOR 2 SG 1OX30 REUTRN AIR S.F. ROOM 1 FL E O DUCT O 1OX30 SUPPLY AIR DUCT SIMPLEX SOFT AC WALL AIR 3 SEPARATING CURTAIN RE: ARCH. NEW AC UNIT. SEE AIR HANDLER POINTS LISTED ON MO.00 AND CONNECT TO NOC ALARMS (TYP.) NEW QUEST RSC ACX EXPANSION MODULE PROVIDE ADDIITONAL TEMP SENSOR NOTES: 1. INTAKE FOR EXHAUST FAN WILL BE PROVIDED BY BUILDING INFILTRATION 2. REFER TO M6.00 FOR MECHANICAL SCHEDULE AND ADDITIONAL INFORMATION 3. REFER TO ARCHITECTURAL DRAWINGS FOR HOT AISLE CONTAINMENT INFORMATION t 1 -MECHANICAL PLAN 3/8°=r-0° verizoW VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE. CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08129/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 MECHANICAL.. LAN ;r. M1.00 z z 0 F_ F_ LU W Z W a U) Q Z Z W z Z Q F - z w 2 w W W 0 Q z W F - Q (1) W X J W z z w ZW Z w w (f) 2 Lu w Q W J F- J Z cn 0 U U Lu U Z Q C7 0 z 0 z LU O w � JW Lu w > O O a d w w m w m 2 L U w J m 0 U 0 O U 0_ D m i verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I D. 114 10930W 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CO REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CO ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON. COLORADO 80127 OFFICE: 303.932.9974 1019 N { AUG 29201 O, MECHANICAL DETAILS M5.00 —��— OR BELOW TOP OF PLATE CONT. BEAD SEALANT T&B (TYP.) z . N � W 1 I NEW RETURN 0 AIR GRILLE SHEET METAL COLLAR FRAME AC AC � 1 2 v PREFAB SHELTER 2 -NOT USED FILUBLOCK & PROVIDE INSULATION IN EXISTING OPENING (TYP) PATCH AS REQUIRED PROVIDE CONTINUOUS NEW SUPPLY N SEALANT @ PERIMETER AIR GRILLE OF W PU FINISH 0 NOTE: INSTALL PER MFR'S WRITTEN SPECS & INSTRUCTIONS 3 - NOT USED 1 -SECTION AT HVAC UNIT verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I D. 114 10930W 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CO REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CO ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON. COLORADO 80127 OFFICE: 303.932.9974 1019 N { AUG 29201 O, MECHANICAL DETAILS M5.00 w W W C7 < z w � W W F z Lu 2 w W H in U U U F - z Lu 2 Lu U) < Lu J F - z z O U (7 z 0 z 7 Ow O U� Jof W w d > O O a- d d w w m u- LE Lum U - U) Lu m U 0 O U 0 rr m GRILLE SYMBOL BASIS OF DESIGN AREA CFM HZ COOLING DATA HEATING DATA ELECTRIC DATA PH } LEAD UNIT WILL TURN ON AT 81'F. MFR & MODEL # DE -RATED LEAD UNIT WILL TURN OFF AT 75°F. SETPOINT BRUSHED ALUMINUM SUPPLY GRILL AUTO SEQUENCING ZZ EF DAYTON BLOWER EVERY 7 DAYS TO EQUALIZE RUNTIME. 30CFM @ 60 eSG 2 CONTINUOUS BLOWER ON 1700 Q O 1#1TDN3A UNIT WILL REMAIN OFF FOR 5 MINUTES AFTER SYMBOL MFR& AREA NOMINAL SUPPLY MOTOR NUMBER SENSIBLE SENSIBLE TOTAL COOLING REFRIG. TYPE SIZE (KW) EER V PH HZ FLA MCA MOCP AMBIENT WT FAN TO RUN CONTINUOUSLY. UPON FAN FAILURE OR LOSS OF POWER, GENERATE ALARM TO MODEL # SERVICED TONNAGE AIR (CFM) HP OF COMPRESSORS COOLING CAPACITY COOLING CAPACITY INFILTRATION CALCULATION = 0.2CFM/SF x 166 SF = 33.2CFM \_2j A HIGH TEMPERATURE ALARM SET AT 89'F WILL ECONOMIZER SETTINGS DESCRIPTION TRIGGER THE STAND-BY UNIT TO CHANGEOVER TO SETPOINT ECONOMIZER MODE SHALL BE ENABLED. DURING THE LEAD POSITION AND WILL ANNUNCIATE TO AIR TEMP ECONOMIZER MODE, THE FREE COOLING DAMPER SHALL VERIZON WIRELESS N.O.C. TEMPERATURE SETPOINT BE MODULATED TO MAINTAIN MIXED AIR TEMPERATURE BRUSHED SETPOINT ABOVE 53'F. GREENHECK SUPPLY TEMP. SETPOINT<OUTDOOR AIR CAPACITY ALUMINUM TEMP .< ROOM TEMP. SETPOINT SUPPLY AIR TEMPERATURE SETPOINT. 2" FLANGE, INSECT SCREEN, 2" FILTER OUTDOOR AIR<SUPPLY AIR TEMP THE ROOM TEMPERATURE SET POINT SHALL BE MAINTAINED BY MODULATING THE SUPPLY FAN. UPON A RISE IN ROOM TEMPERATURE TO THE HIGH AC AC 1 2 (E) BARD H60A1- RE: PLAN 5 1800 3/4 (1) 44,300 BTU 42,085 BTU 59,000 BTU R41 OA ELECT. 5 10 230/208 1 60 21.8 38 60 95 550 SCREEN/DAMPER/SLEEVE A05W PXXXJ AC BARD RE: PLAN 5 1800 3/4 (1) 2 -STAGE 49,800 53,390 58,000 R41 OA ELECT. 5 11 230/208 1 60 20.4 43 60 95 577 3 HR58APA05EPXXXX SCROLL BTU BTU BTU REMARKS NOTES UNIT PROVIDED WITH SINGLE POINT ELECTRICAL CONNECTION AND FACTORY INSTALLED DISCONNECT CONTINUOUS COOLING IN THE DX MODE SHALL BE PROVIDED DURING SMOKE ALARM CONDITION. SWITCH SMOKE DETECTION SYSTEM IS ONLY REQUIRED BASED ON BATTERY STORAGE, AND MECHANICAL SYSTEM UNIT PROVIDED WITH AIR SIDE ECONOMIZER MEETS IMC SECTION 606.2 EXCEPTION SO IMC 606 SMOKE DETECTION REQUIREMENTS ARE NOT REQUIRED. NEW ENVIRONMENTAL CONTROL PANEL: QW EST CONTROLS RSC1000 OR EQ., MOUNT 66" A.F.F. LEAD/LAG CONTROLLER AND DC FAIL -OVER CONTROLLER (ONE PER EACH TWO UNITS) WITH DRY CONTACT ALARM RELAY OUTPUT FOR MONITOR EXPANSION MODULE: QWEST CONTROLS RSC ACX PN#151045, PROVIDE ADDITIONAL TEMP SENSOR GRILLE SYMBOL BASIS OF DESIGN AREA CFM HZ AMPS RPM V (DC) PH } LEAD UNIT WILL TURN ON AT 81'F. MFR & MODEL # SERVICED LEAD UNIT WILL TURN OFF AT 75°F. SETPOINT BRUSHED ALUMINUM SUPPLY GRILL AUTO SEQUENCING ZZ EF DAYTON BLOWER EVERY 7 DAYS TO EQUALIZE RUNTIME. 30CFM @ 60 eSG 2 CONTINUOUS BLOWER ON 1700 Q O 1#1TDN3A UNIT WILL REMAIN OFF FOR 5 MINUTES AFTER RE: PLAN 0.00 SP (OR 50) .51 3250 115V 1 I _Q WHIL GENERATOR IS RUNNING (2-3/8"0 INLET) 5 MINUTES AUTOMATIC 30x 16 MINIMUM COMPRESSOR 3 MINUTES N/A RUNTIME RETURN GRILL Q W EXCESSIVE CYCYLING co REMARKS O FAN TO RUN CONTINUOUSLY. UPON FAN FAILURE OR LOSS OF POWER, GENERATE ALARM TO 00_' ANNUNCIATE TO VERIZON N.O.C. NO HYDROGEN DETECTOR REQUIRED. ILLa Z PROVIDE WITH BACK DRAFT DAMPER 30x 16 INTAKE IS PROVIDED THROUGH BUILDING INFILTRATION ECONOMIZER SHALL OPEN WHEN OUTDOOR AIR IS MAXIMIMUM ALLOWABLE DOOR INFILITRATION RATE PER ASHRAE 90.1 SECTION 5.4.3.2 = 0.2CFM/SF BELOW 65°F. INFILTRATION CALCULATION = 0.2CFM/SF x 166 SF = 33.2CFM \_2j A HIGH TEMPERATURE ALARM SET AT 89'F WILL ECONOMIZER SETTINGS DESCRIPTION TRIGGER THE STAND-BY UNIT TO CHANGEOVER TO SETPOINT ECONOMIZER MODE SHALL BE ENABLED. DURING THE LEAD POSITION AND WILL ANNUNCIATE TO OUTDOOR TEMPERATURE<ROOM ECONOMIZER MODE, THE FREE COOLING DAMPER SHALL VERIZON WIRELESS N.O.C. TEMPERATURE SETPOINT BE MODULATED TO MAINTAIN MIXED AIR TEMPERATURE BRUSHED SETPOINT ABOVE 53'F. GREENHECK SUPPLY TEMP. SETPOINT<OUTDOOR AIR THE FREE COOLING DAMPER WILL OPEN, TO MAINTAIN THE ALUMINUM TEMP .< ROOM TEMP. SETPOINT SUPPLY AIR TEMPERATURE SETPOINT. 2" FLANGE, INSECT SCREEN, 2" FILTER OUTDOOR AIR<SUPPLY AIR TEMP THE ROOM TEMPERATURE SET POINT SHALL BE MAINTAINED BY MODULATING THE SUPPLY FAN. UPON A RISE IN ROOM TEMPERATURE TO THE HIGH HIGH TEMPERATURE ALARM SET POINT FOR TEMPERATURE ALARM SET POINT FOR MORE THAN TWO MORE THAN TWO MINUTES MINUTES (ADJUSTABLE ) THE ECONOMIZER SHALL BE LOUVER EXHAUST 36"X36" STATIONARY DISABLED AND MECHANICAL COOLING SHALL BE ENABLED. GRILLE SETTINGS DESCRIPTION CONTROLLER COOLING 79'F CFM SETPOINT BORDER TYPE FINISH CONTROLLER LEAD OFFSET 2'F. LEAD UNIT WILL TURN ON AT 81'F. CONTROLLER DEADBAND -4'F. LEAD UNIT WILL TURN OFF AT 75°F. SETPOINT BRUSHED ALUMINUM SUPPLY GRILL AUTO SEQUENCING UNITS SHALL BE AUTOMATICALLY ALTERNATED CHANGOVER 7 DAYS EVERY 7 DAYS TO EQUALIZE RUNTIME. HEAT SETPOINT 50'F. eSG 2 CONTINUOUS BLOWER ON 1700 ALUMINUM N/A UNIT WILL REMAIN OFF FOR 5 MINUTES AFTER ANTI SHORT CYCLE TIMER 5 MINUTES RUNNING BEFORE RESTARTING OPERATIONAL UNITS ON ONLY THE LEAD AC UNIT SHALL BE OPERATIONAL GENERATOR LEAD UNIT ONLY WHIL GENERATOR IS RUNNING SMOKE ALARM RELAY 5 MINUTES AUTOMATIC 30x 16 MINIMUM COMPRESSOR 3 MINUTES N/A RUNTIME RETURN GRILL EXCESSIVE CYCYLING YES AVERAGE MULTIPLE YES SENSORS RG BARD 30x 16 1700 ECONOMIZER SHALL OPEN WHEN OUTDOOR AIR IS ECONOMIZER SETPOINT BELOW 65°F. AT OR BELOW 65'F. \_2j A HIGH TEMPERATURE ALARM SET AT 89'F WILL HIGH TEMP ALARM TRIGGER THE STAND-BY UNIT TO CHANGEOVER TO SETPOINT 89°F THE LEAD POSITION AND WILL ANNUNCIATE TO (E) 48x VERIZON WIRELESS N.O.C. LOW TEMP ALARM 50°F BRUSHED SETPOINT 1 GREENHECK GRILLE AND DIFFUSER SCHEDULE SYMBOL MFR & MODEL # SIZE CFM MATERIAL BORDER TYPE FINISH NOTES SG 1 BARD 30x 10 1700 ALUMINUM N/A BRUSHED ALUMINUM SUPPLY GRILL eSG 2 BARD 30x 10 1700 ALUMINUM N/A BRUSHED ALUMINUM SUPPLY GRILL RG 1 (E) BARD 30x 16 1700 ALUMINUM N/A BRUSHED ALUMINUM RETURN GRILL RG BARD 30x 16 1700 ALUMINUM N/A BRUSHED ALUMINUM RETURN GRILL \_2j LV (E) 48x BRUSHED DAMPER 48"X48", SPRING OPEN, 14" SLEEVE, 1 GREENHECK 48 N/A ALUMINUM N/A ALUMINUM 2" FLANGE, INSECT SCREEN, 2" FILTER RACK/INTAKE LOUVER 48"X48"/ACTUATOR LOUVER EXHAUST 36"X36" STATIONARY LV (E) 36x N/A ALUMINUM N/A BRUSHED DRAINALE BLADE ALUMINUM WITH BUG 2 GREENHECK 36 ALUMINUM SCREEN/DAMPER/SLEEVE SEQUENCE OF OPERATIONS: EQUIPMENT DESCRIPTION: 1. WALL MOUNTED AIR CONDITIONING UNITS CONSIST OF A SINGLE STAGE COMPRESSOR WITH AIRSIDE ECONOMIZER 2. THE UNITS PROVIDE N+1 COOLING CAPACITY FOR CRITICAL EQUIPMENT 3. THE UNITS SHALL BE CONTROLLED BY A FACTORY LEAD/LAG CONTROLLER 4. UNITS SHALL BE FACTORY WIRED WITH INTERNAL SERVICES AND INTERLOCKS SCHEDULE THE UNITS SHALL BE ENABLED TO RUN 24 HOURS A DAY 7 DAYS A WEEK, 365 DAYS A YEAR LEAD/LAG 1. HVAC SYSTEM IS PROVIDED TO CONTROL A SINGLE ZONE WITH (2) AC UNITS( PRIMARY LEAD /LAG AND STANDBY). PRIMARY LEAD SHALL RUN CONTINUOUSLY AND THE STAND-BY UNIT SHALL BE OFF. 2. THE LEAD UNIT STARTS OPERATION IN THE 1 -STAGE (LOW CAPACITY). IF THE SETPOINT TEMPERATURE IS NOT REACHED WITH THE 2 -STAGE CAPACITY OPERATION OF THE LEAD AIR CONDITIONER AFTER SIX MINUTES THE STANDBY UNIT WILL BE TURNED ON. THE LAG UNIT WILL COMMENCE OPERATION IN 1 -STAGE (LOW CAPACITY). IF THE TEMPERATURE IN THE BUILDING CONTINUES TO RISE PAST THE SETPOINT, THE LAG UNIT WILL SWITCH TO 2 -STAGE COOLING APPROXIMATELY SIX MINUTES AFTER IT BEGAN OPERATION. AT THAT TIME BOTH AIR CONDITIONS ARE OPERATING IN MAXIMUM CAPACITY. WHEN THE TEMPERATURE IN THE BUILDING IS SATISFIED, BOTH UNITS ARE COMMANDED TO TURN OFF 3. UPON A FAILURE OF LEAD THE FAILED UNIT SHALL BE STOPPED AND THE STAND-BY UNIT SHALL ASSUME A LEAD POSITION. 4. THE MOTORIZED ISOLATION SUPPLY DAMPER SHALL OPEN WHEN THEIR ASSOCIATED UNIT STARTS AND CLOSE WHEN THEIR ASSOCIATED UNIT STOPS. 5. ALL CONTROL OUTPUTS SHALL BE CONFIGURED TO FAIL TO A "RUN" CONDITION IN THE EVENT OF A LOSS OF POWER TO THE AHU CONTROLLER. ON A LOSS OF CONTROL POWER, THE OUTDOOR AIR DAMPER SHALL FAIL SHUT, THE RETURN AIR DAMPER SHALL FAIL OPEN & THE AIR SUPPLY FAN SHALL FAIL TO RUN AT MAXIMUM SPEED. RELIEF EXHAUST SHALL FAIL SHUT. ECONOMIZER 1. FACTORY INSTALLED ECONOMIZER CONTROLLER DETERMINES OUTSIDE AIR DRY BULB AD WET BULB TEMPERATURES IS SUFFICIENTLY COOL AND DRY TO BE USED FOR COOLING. THE ECONOMIZER DAMPERS OF BOTH UNITS OPEN TO BRING IN OUTSIDE AIR FOR COOLING. 2. CONTROLLER TO MONITOR INDOOR HUMIDITY (80% ADJ) AND DISABLE ECONOMIZER ACCORDINGLY. 3. INTEGRAL PRESSURE RELIEF ALLOWS THE INTERIOR AIR TO EXIT THE SHELTER. 4. AFTER THE ECONOMIZER CONTROL HAS ACTIVATED AND OUTSIDE AIR IS BEING BROUGHT INTO THE BUILDING. THE MIXED AIR SENSOR MEASURES THE TEMPERATURE OF THE AIR ENTERING THE INDOOR BLOWER AND THEN MODULATE THE ECONOMIZER DAMPER TO MIX THE RIGHT PROPORTION OF COOL OUTSIDE AIR WITH WARM INDOOR AIR TO MAINTAIN 72°F AIR BEING DELIVERED TO THE BUILDING 5. ON A RISE IN TEMPERATURE EXCEEDING THE COOLING STAGING ON DIFFERENTIAL, THE CONTROLLER SIGNALS THE MECHANICAL COOLING STAGES TO OPERATE IN TANDEM WITH THE ECONOMIZER DAMPER 6. DURING COOL WEATHER, THE ECONOMIZER DAMPER MODULATES TO KEEP THE MIXED AIR TEMPERATURE ABOVE 52'F 7. IF THE OUTSIDE AIR BECOMES TOO HOT OR HUMID, THE ECONOMIZER DAMPER CLOSES COMPLETELY AND MECHANICAL COOLING IS USED TO PROVIDE CONDITIONED AIR TO SPACE verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE303.932.9974 Cf9�1i7" i (-EL'cXN f XG*f2 MECHANICAL SCHEDULE M6.00 U) z 0 w w z W IL co Z z z z F - z w w U III w O w z W w X J W F - z w Z W z w W Q w w w W J_ J F Z cn O U) U U Z (7 z 0 z LU d 0 LU LU w i 3: O a (7 Lu T Lu u �m 2 1. REFER TO VERIZON WIRELESS GROUNDING SPECIFICATIONS FOR ALL GROUNDING REQUIREMENTS. 2. BOND AND GROUND ANY PROPOSED STRUCTURAL STEEL, CONCRETE REINFORCING AND OTHER METALLIC BUILDING ELEMENTS, REFER TO VERIZON WIRELESS SPECIFICATIONS FOR EXACT REQUIREMENTS. 3. THE ELECTRICAL CONTRACTOR SHALL PERFORM ALL BONDING AND GROUNDING TO THE SITE'S OUTER GROUNDING SYSTEM DURING THE CONSTRUCTION PHASE OF THE BUILDING. 4. CONTRACTOR IS TO CONDUCT FREQUENT INSPECTIONS DURING THE CONSTRUCTION PHASE TO ENSURE THAT ALL GROUNDING ARRANGEMENTS ARE MADE ACCORDING TO THE GROUNDING DESIGN SPECIFICATIONS. 5. DO NOT RETROFIT (OR UPGRADE) ESTABLISHED SITES THAT DO NOT MEET ALL THE REQUIREMENTS OF VERIZON WIRELESS GROUNDING STANDARD UNLESS THERE ARE DOCUMENTED OCCURRENCES OF EQUIPMENT DAMAGES AND/OR SERVICE AFFECTING CONDITIONS. 6. USE ONLY VERIZON WIRELESS -APPROVED MATERIALS SUCH AS COPPER FOR MOST ELECTRICAL WORK AND ALUMINUM FOR CERTAIN APPLICATIONS FOR SITE GROUNDING SYSTEM, ELECTRICAL PROTECTION COMPONENTS AND AC WIRING. 7. USE THE SAME METAL THROUGHOUT THE GROUND SYSTEM WHEN POSSIBLE 8. IF DIFFERENT METALS MUST BE CONNECTED, BOND THEM BY EXOTHERMICALLY WELDING THEM TOGETHER. 9. USE TINNED COPPER WHEN CONNECTING TO GALVANIZED STEEL. 10. DO NOT BOND COPPER AND ALUMINUM TOGETHER UNLESS USING SPECIFICALLY DESIGNED EXOTHERMIC MATERIALS DESIGNED FOR THIS APPLICATION ARE USED OR A BIMETALLIC TRANSITIONAL CONNECTION IS UTILIZED. 11. MAKE ALL BONDING ATTACHMENTS TO CLEAN, UNPAINTED METAL SURFACES OR USE APPROVED PAINT PIERCING WASHERS. 12. PAINTED SURFACES MUST BE SCRAPED, CLEANED, AND LIGHTLY COATED WITH THE APPLICABLE COMPOUND. 13. ALL INDOOR OR OUTDOOR POWER OR GROUNDING CONNECTIONS SHALL BE PROTECTED AGAINST CORROSION BY USE OF A THIN COATING OF ANTI -OXIDATION COMPOUND. A COPPER COSMOLINE GREASE BASED COMPOUND (NO OX -ID) SHALL BE USED ON ALL COPPER TO COPPER CONNECTIONS. A ZINC BASED (GREY COLORED) COMPOUND SHALL BE USED ON ALL COPPER TO STEEL CONNECTIONS. WHERE OTHER COMPOUNDS SUCH AS KOPPER-SHIELD ETC EXIST, THEY MAY BE 'GRANDFATHERED' IN PLACE. PENTROX GREASE OR AN APPROVED EQUAL SHALL BE USED ON ALUMINUM CONNECTIONS. 14. DO NOT WELD GROUNDING CONDUCTORS TO THE STRUCTURAL MEMBERS OF TOWERS, INCLUDING DOWN GUYS AND ANCHOR RODS. 15. BOND ALL METALLIC OBJECTS (SUCH AS WATER PIPES, CONDUITS, METAL FUEL TANKS WITHOUT CATHODIC PROTECTION, METAL FENCES, HVAC, ETC.) THAT ARE WITHIN 6 FEET (1.8 M) OF THE GROUND RING, OR FROM ANY OTHER GROUNDED CONDUCTOR, TO GROUND RING OR TO THE GROUNDED CONDUCTOR. HARDWARE 16. ALL OUTDOOR HARDWARE (BOLTS, SCREWS, NUTS, WASHERS) SHALL BE 18-8 STAINLESS STEEL TYPE GRADE. INDOORS, GRADE 5 STEEL HARDWARE MAY BE USED. CHOOSE BOLT LENGTH TO ALLOW THE EXPOSURE OF AT LEAST TWO THREADS. 17. WHEN BONDING TO A METALLIC OBJECT WHERE ACCESS IS LIMITED TO ONLY ONE SURFACE, USE DRILLING & TAPPING OR SELF DRILLING SCREWS. DO NOT USE SHEET METAL SCREWS. 18. ALL GROUNDING CONDUCTORS SHOULD PRESERVE A DOWNWARD TO HORIZONTAL COURSE AND BE AS STRAIGHT AS POSSIBLE AND AVOID SHARP TURNS. 19. DO NOT USE U -SHAPED GROUNDING CONDUCTOR RUNS (U-TURNS IN THE WIRING) OR BONDING LAYOUTS TO REDUCE ARC -OVERS 20. ALL GROUNDING CONDUCTS MUST BE RUN IN NONMETALLIC CONDUIT. ROUTE ALL CONDUCTORS THROUGH NONMETALLIC SLEEVES WHEN PENETRATING FLOORS, CEILINGS, AND WALLS. 21. IF THE USE OF METALLIC CONDUIT CANNOT BE AVOIDED, BOND BOTH ENDS OF THE CONDUIT TO THE GROUNDING CONDUCTOR BEING ROUTED THROUGH THE CONDUIT 22. KEEP LENGTHS OF CONDUCTORS TO A MINIMUM 23. USE MULTIPLE CONDUCTING PATHS. PARALLEL PATHS ARE ONLY DESIRABLE WHEN SENSITIVE ELECTRONIC EQUIPMENT IS NOT PART OF THE CONDUCTOR PATH 24. KEEP BENDS IN CONDUCTORS TO A MINIMUM. 25. THE MINIMUM INSIDE BENDING RADIUS IS: A. 6 INCHES (0.15M) FOR CONDUCTORS UP TO #6 GAUGE. B. 12 INCHES (0.3M) FOR CONDUCTORS #6 TO #4/0 GAUGE. C. 24 INCHES (0.6M) FOR CONDUCTORS #4/0 GAUGE AND LARGER 26. GROUND CONDUCTORS MUST NEVER BE ENCIRCLED WITH FERROUS METAL CLAMPS, PLACED THROUGH METAL WALLS, METAL PLATES, OR SHORT SECTIONS OF METAL CONDUIT, AND MUST NEVER BE PLACE IN THE SAME CABLE RACK AS DC POWER CABLES, HIGH FREQUENCY CABLES, ETC. 27. WHEN ATTACHING PVC CONDUITS TO ANY SURFACE UTILIZE NONCONDUCTIVE FASTENERS OR NONFERROUS FASTENERS ONLY. 28. IF CONNECTIONS BETWEEN ALUMINUM CONDUCTORS AND STEEL OBJECTS MUST BE MADE, TINNED LUGS AND PENTROX SHALL BE USED. WHERE THERE ARE CONCERNS THAT THE PENTROX MAY NOT PROVIDE ADEQUATE INTERFACING, THEN A BIMETAL SPLICE BETWEEN THE ALUMINUM CONDUCTOR AND A SHORT LENGTH OF COPPER CONDUCTOR MAY BE USED. 29. ALL OF THE BONDING AND GROUNDING CONDUCTORS SPECIFIED FOR ROOFTOP CELL AND MICROWAVE SYSTEMS IS BARE WIRE. INSULATED WIRE SHALL NOT BE SPECIFIED OR SUBSTITUTED FOR THE BONDING AND GROUNDING CONDUCTORS OF ROOFTOP INSTALLATIONS. 3 -GROUNDING NOTES POWER PLAN SYMBOLS GROUNDING PLAN SYMBOLS ONE LINE DIAGRAM SYMBOLS --- POWER CONDUCTOR - GROUND CONDUCTOR \ /`MJ TRANSFORMER a PANELBOARD 0 COMPRESSION TYPE\ CONNECTION DISCONNECT SWITCH GO ■ EXOTHERMIC WELD STAND-BY GENERATOR Es METER ❑ � COPPER CLAD GROUND M METER ELECTRICAL EQUIPMENT O ROD (5/8" x 10') ENCLOSURE AUTOMATIC TRANSFER GENERATOR • SWITCH RECEPTACLE O GROUND ROD WITH INSPECTION SLEEVE • AUTOMATIC TRANSFER LIGHT SWITCH ® SWITCH PATH AND NUMBER DUPLEX OUTLET OF CONDUCTORS FUSED DISCONNECT OQUADPLEX OUTLET TEST WELL a LOCAL DISCONNECT GFI - - GFCI OUTLET /1 CIRCUIT BREAKER 2 - ELECTRIC SYMBOLS LEGEND 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD VERIFICATION. 2. THESE PLANS ARE DIAGRAMMATIC ONLY, AND NOT TO BE SCALED. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 4. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDER- WRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, AND NBFU. 5. ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. 6. ELECTRICAL CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY, LOCAL CODES AND O.S.H.A. 7. ELECTRICAL CONTRACTOR SHALL SECURE ALL NECESSARY ELECTRICAL PERMITS, AND PAY ALL REQUIRED FEES. 8. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF NO LESS THAN ONE YEAR AFTER THE DATE OF JOB COMPLETION. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. 9. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE, AND TRUE TAPE. 10. PROVIDE THE OWNER WITH ONE SET OF COMPLETE DIMENSIONS AND CIRCUITS, WITHIN 10 WORKING DAYS OF PROJECT COMPLETION ELECTRICAL "AS BUILT" DRAWINGS, SHOWING ACTUAL 11. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO PROJECT MANAGER AT JOB COMPLETION. 12. USE T -TAP CONNECTIONS ON ALL MULTI -CIRCUITS WITH COMMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURE. ALL CONDUCTORS SHALL BE COPPER. 13. THE EXTERIOR GROUND RING SHALL BE TESTED PER VERIZON WIRELESS SPECIFICATIONS AND SHALL HAVE A RESISTANCE TO EARTH OF 5 OHMS OR LESS. IF NOT NOTIFY ENGINEER. 14. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. 1 -ELECTRICAL NOTES 15. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 16. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. 17. IN DRILLING HOLES INTO CONCRETE (WHETHER FOR FASTENING OR ANCHORING PURPOSES OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC.) IT MUST BE CLEARLY UNDERSTOOD THAT TENDONS AND REBARS WILL NOT BE DRILLED INTO, CUT, OR DAMAGED UNDER ANY CIRCUMSTANCES. 18. LOCATION OF TENDONS AND RE -BARS ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY, OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING STEEL TENDONS. 19. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH APPLICABLE LOCAL BUILDING CODES. USING U.L. RATED MATERIALS 20. ELECTRICAL CONTRACTOR IS TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOK- UP COSTS SHALL BE PAID BY THE CONTRACTOR. 21. ELECTRICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND/OR CATALOG CUT -SHEETS ON ALL NON-SPECIFIED ORIGINAL MATERIALS AND EQUIPMENT, TO PROJECT MANAGER PRIOR TO COMMENCEMENT OF THE WORK. 22. UPON COMPLETION OF WORK, CONDUCT CONTINUITY AND SHORT CIRCUIT, AS WELL AS, GROUNDING TEST. GROUNDING TEST SHALL BE PERFORMED BY INDEPENDENT TESTING AGENCY, WITH WRITTEN REPORT SUBMITTED TO THE PROJECT MANAGER FOR REVIEW AND APPROVAL. 23. CLEAN PREMISES DAILY OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK PREMISES IN A COMPLETE AND UNDAMAGED CONDITION. 24. ALL EXTERIOR WALL PENETRATIONS SHALL BE SEALED WITH POLYSEAM SEALANT. 25. ALL #2 TINNED BARE COPPER DOW NLEADS TO BE PROTECTED BY 1/2" P.V.C. PIPE AND SECURED. 26. COMPRESSION FITTINGS TO BE USED ON ALL CONDUITS (NO SET SCREWS). 27. ALL #6 STRANDED COPPER WITH GREEN INSULATION TO BE ATTACHED WITH CRIMPED DOUBLE LUG, ATTACHED WITH NUTS, BOLTS AND STAR WASHERS TYPICAL AND NO -OX GREASE BETWEEN LUG AND BUS BAR. 28. ALL ABOVE GROUND CONDUIT SHALL BE EMT GALVANIZED CONDUIT WITH WEATHERPROOF FITTINGS. 29. LABEL PANEL WITH AVAILABLE FAULT VALUE (PERMANENT LABEL). " DATE OF JOB COMPLETION SHALL BE THE DATE ON THE CONTRACTOR'S "NOTICE OF COMPLETION" SUBMITTED TO THE OWNER. verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT VERN WILLSON P.E. 3083 WHITE OAK ST. HIGHLANDS RANCH,CO 80129 PHONE: 303.883.2208 A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08129/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 ELECTRICAL NOTES & SYMBOLS 1 00 U) z O a W z W d z z z W z z Q z w 5 w rn 0 w Q CO w z UI _ w Lu x w W ZW W W W U) 2 W Q� W J H J F Z) Z � O w 0 w m a U x 0 U _ '6 2 O �ry co m= (E) OVERHEAD UTILITIES (E) UT.. T . TRAN' NEW ( UTILIT NEW I. 1 00K RE: 1/1 (E) CH (TYP) PROPERTY LINE (TYP.) — — — — — — — — — — — — — — — — — II (ml / (E) 15'W VERIZON WIRELESS / ACCESS & UTILITY EASEMENT I V'I/ RE: SURVEY Ix I I I I\ I I I71 WI \ I I IIml \ x II \ I (E) BUILDING I I II \ I I I \I I x 1 -ELECTRICAL SITE PLAN x I (E) VERIZON WIRELESS LEASE AREA RE: SURVEY (E) VERIZON WIRELESS MONOPOLE W/ x I ANTENNAS RE: ARCH. z 0 � I (E) VERIZON WIRELESS m EQUIPMENT SHELTER w RE: ARCH. !/I I x I NEW CT CABINET AND METER ON NEW H -FRAME I RE: 1/E3.00 I DIRECTIONAL BORE NEW I x 2"0 CONDUIT WITH MAXCELLINNERDUCT RE: ARCH I NEW 10'W UTILITY EASEMENT RE: SURVEY — -- x — — — — — — — — — — -- — 0 m \ m \ I \ x \ I s \ fIt 1" = 40'-0" verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT VERN WILLSON P.E 3083 WHITE OAK ST. HIGHLANDS RANCH,CO 80129 PHONE:303.883.2208 A 04124/17 CD REVIEW JT B 07/31/17 CLIENT JT COMMENTS C 08/29/17 CD ISSUE JDL 1st REVIEW TN 2nd REVIEW JDL 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 30 .932.9974 3541 �� Doi 6fi 0 ®'s®s�ea/dd ELECTRICAL SITE PLAN E2.00 z O a w W Z W a z z W z z N z w 20 w w w tY CO w z U) m wW z z w ZW Z w Lu a w w U w J L J_ H � Z �5 o Un U w Q Cw.O CO z 0 z 0. D w ox U C7 w a w W O a a Lu Ir w m u m w m U 0 U _ 06 � O lY � m= verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT VERN WILLSON P.E 3083 WHITE OAK ST. HIGHLANDS RANCH ,CO 80129 PHONE:303.883.2208 A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT JT COMMENTS C 08/29117 CD ISSUE JDL 1st REVIEW TN 2nd REVIEW JDL 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 ENLARGED ELECTRICAL SITE PLAN E2.10 (E) 6'H CHAINLINK FENCE W/ BARBED WIRE AND PRIVACY SLATS (E) VERIZON WIRELESS LEASE AREA RE: SURVEY NEW 2'x2x'1-0" FIBER ENCLOSURE RE: ARCH. NEW ILC MOUNTED TO (E) VERIZON WIRELESS (E) EQUIPMENT SHELTER RE: 3/E4.0 2x (3 #3/0, #1/OG, 2"C) EQUIPMENT SHELTER I I APPROX. 40'-0" L.F. RE: E2.20 & E2.30 I (E) WAVE GUIDE BRIDGE (E) GPS ANTENNA ° I O I REMOVE (E) METER AND DISCONNECT SWITCH NEW CT CABINET MOUNTED TO H -FRAME RE: 3/E4.00 NEW GPS RE: ARCH. �— f Lij L__ NEW METER MOUNTED TO H -FRAME RE: 3/E4.00 (E) FIBER ENCLOSURE 1 I NEW ENCLOSED CIRCUIT I BREAKER MOUNTED TO H -FRAME RE: 3/E4.00 (E) (6) VERIZON WIRELESSTje FQ LJ ANTENNAS AND EQUIPMENT ON MONOPOLE (NOT IN SCOPE) I (E) 12'W DOUBLE CHAINLINK GATE I (E) 15-W ACCESS AND UTILITY EASEMENT RE: SURVEY I i I i � NEW 2X (3#3/0,2"C) I (APPROX. 225 L.F.) I 1 - ENLARGE ELECTRICAL SITE PLAN 3/16" = 1'-0" verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT VERN WILLSON P.E 3083 WHITE OAK ST. HIGHLANDS RANCH ,CO 80129 PHONE:303.883.2208 A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT JT COMMENTS C 08/29117 CD ISSUE JDL 1st REVIEW TN 2nd REVIEW JDL 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 ENLARGED ELECTRICAL SITE PLAN E2.10 z Z 0 a Lu Z W IL O z z Lu z Z Q F - Z Ld2 LL) w w w w C7 Q Z W � U U J W F - z w Z W z w W Q 2 'w n W J J H U) Z �jo C/) U a(D (D z 0 z Lu0 U (� J ry LU W d > O O a- d 0 Lu Of w m L w m LL 1n LU J m a U a 0 U _ °6 � O Z)m m i 400A 120/240V, 10, 3W PANEL W/ 400A MCB "ILC" RE: E6.00 & E7.00 "ILC"- 1,3200A SUB -PANEL "LA" ' Z11— RE: E6.00 & E7.00 00 O AC#1 "ILC" - 57 "LA" - 5 AC#2 U V "LA" - 11 / LA" 2 / \ -----�L-----J-L----- I I I LA" �—n ILC" -9,11,13,15,17,19 I- - 21,23,25,27,29,31,33,35 1 37,39 LL LA 13,15 `� I / \ I � m \ L _ J „ILC" -- --� / - ) L_� — — — — — Z 1 -- — 20 ,10,12.14,16,18, L------ --- .- -L-----__- -_—_-------___— LLX "LA" - 3 \ � "LA" - 8 1 - ELECTRICAL POWER & LIGHTING PLAN L ILC"- 2,4 AC#3 �� "LA" - 6 WK11Qi NOTE: RECONNECT (E) BRANCH CIRCUITS TO NEW PANEL RE: 2/E3.00 3/8" = V-0" verizon,v' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE. CO 80033 CONSULTANT VERN WILLSON P.E. 3083 WHITE OAK ST. HIGHLANDS RANCH,CO 80129 PHONE:303.883.2208 A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CO ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 ELECTRICAL POWER & LIGHTING PLAN E2.20 e z O w z W a U z z w F - z Q I - z w 2 w U) w W Q z W Z N w W W z z W F- 2 Z W W W w W W J_ J F U) �5 O U U Lu Q C7 (D z 0 z d0 LU (0 Ua UJ w > o O a 0 Lu r" w m 0' m i U Lu J U O U �od o D co am0 = 4 - NOT USED (E) INTERIOR MAIN GROUND BAR KEY NOTES: 1) COPPER GROUND BAR OR APPROVED EQUAL, 1/4" x4" X 12".HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2) SPACERS AS REQUIRED 3) 5/8" LOCKWASHERS ONLY NEEDED WHEN YOU ARE 4) WALL MOUNTING BRACKET INSTALLING A NEW GROUND BAR 5) 5/8" -11 H.H.C.S. BOLTS (VERIFY LENGTH) 6) USE TAMPER RESISTANT MOUNTING HARDWARE 5 4 (D 2 O O O 0 0 0 0 00 0 0 0 0 0 0 0 0 p0 0 0 0 O O O O 3 O O � 0 O .-. ME PARALLEL HORIZONTAL CONDUCTORS PARALLEL THROUGH CONNECTION OF HORIZONTAL CABLES - TYPE PT BONDJUMPER FIELD FABRICATED GREEN STRANDED INSULATED TYPE 2-YA-2 4� HORIZONTAL STEEL SURFACE TO FLAT STEEL SURFACE OR HORIZONTAL PIPE TYPE HS THROUGH CABLE TO GROUND ROD THROUGH CABLE TO TOP OF GROUND ROD TYPE GT W__HORIZONTAL SPLICE "C" CONNECTOR NOTES: SPLICE OF HORIZONTAL CABLES HYPRESS TYPE YGHC 1. THE DISTANCE BETWEEN COAXIAL CABLE SHIELD CIGBE BARS SHALL NOT EXCEED 100'. TYPE SS THIS MAY REQUIRE BONDING AT THE TOP, BOTTOM AND TWO LOCATIONS IN THE MIDDLE OF THE TOWER FOR TALLER TOWERS. EACH RF CABLE SHIELD SHALL BE BONDED AT A MINIMUM OF TWO (2) POINTS ON THE TOWER (TOP AND BOTTOM). 3 -GROUND BAR DETAIL #6 AWG COPPER INSULATED STRANDED CONDUCTOR FROM CRIMPED LUG CONNECTOR AT INTERIOR GROUND RING TO HOLE CRIMPED MECHANICAL LUG AT EQUIPMENT I/ - - - - - - - - - - - - - F__A F - - - -I Ihlf --- , N.T.S 2 -CAD WELD DETAILS #6 COPPER INSULATED STRANDED CONDUCTOR WITH CRIMPED MECHANICAL CONNECTOR AT EACH END TO GROUND SECTION OF CABLE TRAY m COPPER LUGS TWO HOLE - LONG BARREL LENGTH TYPE YA-2 VERTICAL STEEL SURFACE CABLE DOWN AT 45° TO VERTICAL STEEL SURFACE INCLUDING PIPE TYPE VS VERTICAL PIPE CABLE DOWN AT 45° TO FACE OF VERTICAL PIPES TYPE VS — — — — — — — — — — — — — O — — — — ° O I (E) EXTERIOR GROUND RING 7711V no i�ii��in•�■li_ ISI 1 I II I N.T S. (2) #6 COPPER INSULATED STRANDED CONDUCTOR FROM CRIMPED LUG CONNECTOR AT INTERIOR GROUND RING TO TWO HOLE CRIMPED MECHANICAL LUG AT GENERATOR I —(E) INTERIOR GROUND HALO (TYP.) #6 COPPER INSULATED STRANDED CONDUCTOR FROM CRIMPED LUG CONNECTOR AT INTERIOR GROUND RING TO TWO HOLE CRIMPED MECHANICAL LUG AT DOORFRAME NEW 3/4"X10'-0" COPPER CLAD / \ GROUND ROD #2 BARE SOLID TINNED COPPER CONDUCTOR FROM MECHANICAL CONNECTION AT I EXTERIOR GROUND RING TO MECHANICAL #2 BARE SOLID TINNED COPPER CONNECTION AT FIBER ENCLOSURE I \ CONDUCTOR FROM MECHANICAL CONNECTION AT EXTERIOR GROUND I RING TO MECHANICAL CONNECTION — — — — AT A/C UNIT (TYP) — 1 -GROUNDING PLAN 2 HOLE LUG 24" DLO CONDUCTOR W/ MIN 12" LOOP FROM METAL DOOR TO METAL DOOR FRAME 1/4" = V-0" verizonv' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT VERN WILLSON P.E 3083 WHITE OAK ST. HIGHLANDS RANCH,CO 80129 PHONE:303.883.2208 A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 a "® R. % ♦ c_J e ; � 35418 J c q .Pl1�h� �®�Ifffl GROUNDING PLAN & DETAILS X2.30 c W z 0 w w z w a z z w z Z F_ z w 2 w Q Q w w < C7 Q z w F- U) m W W z z w Z W z w W m¢ Lu w w m w J_ J F 7 Z u)O w U Z U w Q C9 C9 z 0 z d 0 U (� _ja Lu w >0 o a O w w m X � m U - w J m Q U 0 O U Z) m m m 0 M CONDUIT 4" SAND BED MIN. NOTES: 1. INSTALL ALL UNDERGROUND UTILITIES PER LOCAL UTILITY REQUIREMENTS. 2. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO TRENCHING / EXCAVATION. 3. COORDINATE SIZE AND TYPE WITH LOCAL UTILITY COMPANIES REQUIREMENTS. 4. REFER TO ELECT PLAN FOR EXACT SIZE AND LOCATION. 5. COMPACT BACKFILL TO 95% PROCTOR DENSITY AT ALL DRIVEWAY OR HARD SURFACED AREAS. COMPACT TO 90% PROCTOR DENSITY ALL OTHER AREAS UNLESS NOTED OTHERWISE, REFER TO GEOTECHNICAL REPORT. 6. BACKFILL, WARNING TAPE AND SAND BED NOT REQ'D WHEN BORING. TRACER WIRE SHALL BE INSTALLED IN CONDUIT. 7. HAND DIG UTILITY TRENCH AROUND EXISTING UTILITIES AS REQUIRED 5 - ELEC. CONDUIT TRENCH/DIRECTIONAL BORE DTL NTS. NOTE: INSTALL 200# TENSILE PULL WIRE (TRUE -TAPE) CALIBRATED IN FEET INSIDE EMPTY CONDUITS & TIE OFF AT EACH END PVC CONDUIT PER PLAN _= J� L O� PVC CONDUIT 43, SIZE AS SHOWN as' ON PLANS GROUND BAR SIM. TO ELECTRIC MOTION PN:EM41408R 3/4" SCHEDULE 40 PVC RISER CONDUIT FOR GROUND WIRE #2 BTCW CAD WELD TO (E) GROUND LEAD BELOW GROUND BAR RE: 4/A4.00 ARMORED FIBER CABLE SCH40 PVC RISER CONDUIT 4 - ELEC. CONDUIT STUB UP DETAIL N T.S. I 2 -ARMORED FIBER EXTERIOR GROUND DETAIL N.T.S. 100W SERVICE LIGHT _F1IBER FLOODPAK SERIES FPM ENCLOSURE FINISH GRADE - COORDINATE TUB P SHELTER TRENCH MATCH SLOPE, THICKNESS & LOCATIONS WSPLAN �� PENETRATION TYPE OF EXISTING FILL W/ FOAM SEALANT / COMPACTED BACKFILL FINISH GRADE - MATCH GROUNDED AT ENTRY =III=III ==III=III — TAPE W/ THICKNESS & TYPE OFWARNING to / — I ARMOR SHEATHING _ TRACE WIRE IN EXISTING POST CAP (TYP) � /� TO BE GROUNDED COMPACT BACKFILL_ \ BEFORE ENTERING —III—III / F I ' THE SHELTER UNDISTURBED EARTH CONDUIT 4" SAND BED MIN. NOTES: 1. INSTALL ALL UNDERGROUND UTILITIES PER LOCAL UTILITY REQUIREMENTS. 2. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO TRENCHING / EXCAVATION. 3. COORDINATE SIZE AND TYPE WITH LOCAL UTILITY COMPANIES REQUIREMENTS. 4. REFER TO ELECT PLAN FOR EXACT SIZE AND LOCATION. 5. COMPACT BACKFILL TO 95% PROCTOR DENSITY AT ALL DRIVEWAY OR HARD SURFACED AREAS. COMPACT TO 90% PROCTOR DENSITY ALL OTHER AREAS UNLESS NOTED OTHERWISE, REFER TO GEOTECHNICAL REPORT. 6. BACKFILL, WARNING TAPE AND SAND BED NOT REQ'D WHEN BORING. TRACER WIRE SHALL BE INSTALLED IN CONDUIT. 7. HAND DIG UTILITY TRENCH AROUND EXISTING UTILITIES AS REQUIRED 5 - ELEC. CONDUIT TRENCH/DIRECTIONAL BORE DTL NTS. NOTE: INSTALL 200# TENSILE PULL WIRE (TRUE -TAPE) CALIBRATED IN FEET INSIDE EMPTY CONDUITS & TIE OFF AT EACH END PVC CONDUIT PER PLAN _= J� L O� PVC CONDUIT 43, SIZE AS SHOWN as' ON PLANS GROUND BAR SIM. TO ELECTRIC MOTION PN:EM41408R 3/4" SCHEDULE 40 PVC RISER CONDUIT FOR GROUND WIRE #2 BTCW CAD WELD TO (E) GROUND LEAD BELOW GROUND BAR RE: 4/A4.00 ARMORED FIBER CABLE SCH40 PVC RISER CONDUIT 4 - ELEC. CONDUIT STUB UP DETAIL N T.S. I 2 -ARMORED FIBER EXTERIOR GROUND DETAIL N.T.S. 100W SERVICE LIGHT ARMORED FIBER FLOODPAK SERIES FPM ENTRY PORT AT EQUIPMENT ROOM ARMOR SHEATHING NEEDS TO BE GROUNDED AT ENTRY INTO SHELTER 400A, 240V METER BASE (UTILITY METER) POST CAP (TYP) —_ GROUND BAR W/ MOUNTING � � BRACKET SIM. TO ELECTRIC MOTION PN: EM4140BR 40OA/2P ENCLOSED CIRCUIT O O O CT CABINET ATTACH TO O BREAKER o 0 0 UNISTRUT H -FRAME P1000 UNISTRUT ATTACHED #6 AW G THHN GREEN 3"0 POST (TYP) GROUND WIRE 3 HOLE OUTLET BOX BY RED DOT #R1H31LM W/ BLANK COVER MOUNTED FIBER CABLE TO iii GROUND TO EITHER TO UNISTRUT W/ SPRING NUT EQUIPMENT /FIBER I BUILDING STEEL (INSIDE (TYP) RACK BUILDING) OR TO EXISTING --- =-_- o _- III'!!!/ LEADS TO GROUND RING. IMC CONDUIT RISER RE: ONELINE DO NOT CONNECT TO 3"0 SCHEDULE 40 PIPE I GROUNDING HALO OR BUS 4'-0" O.C. MAX. BAR INSIDE SHELTER 12"0 CONCRETE PIER W/ ROOM CROWN TOP FOR DRAINAGE 1 H TIMED SWITCH IN I WEATHERPROOF J -BOX 3 - H -FRAME DETAIL #1/0 SOLID BTCW IN 1" PVC TO GROUND ROD 3/4"x10'-0" DRIVEN COPPER CLAD GROUND ROD (E) BUS BAR & GROUND RING EXISTING LEAD TO GROUND RI verizon,v' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT VERN WILLSON P.E. 3083 WHITE OAK ST. HIGHLANDS RANCH,CO 80129 PHONE:303.883.2208 A 04P24/17 CO REVIEW JT 8 07!31/17 CLIENT COMMENT JT 0 08129/17 CD ISSUE JOL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 35418 ' ag c4' C'► 10 � EL G RO'd D "AILS N.T.S. I 1 -ARMORED FIBER INTERIOR GROUNDING DETAIL N.T.S. It, 1n z 0 w w z w (L U) Q z z Lu z Q F z W 2 w U) w w Q z w r w W X J W C7 z 0 z w O w aJ W W 'a3 0 a 0 w ry w m 0� m 4 - NOT USED 3 - NOT USED PANEL: ILC 120/ 240 VOLTS—1 PHASE 3 WIRES, SN, 400 AMP BUS 400 AMP MAIN MCB 10,000 A.I.C. RATING (MINIMUM), NEMA 3R ENCLOSURE, SURFACE ENCLOSURE DESCRIPTION WIRE BKR POLE CKT VA 0 VA CKT POLE BKR WIRE DESCRIPTION HVAC #1 #6 60 2 1 4716 A 5160 2 2 60 #6 HVAC #3 RECEPTACLE GEN ROOM #12 20 1 3 4716 B 5160 4 1 20 #12 INTERIOR LIGHTS HVAC#2 #6 60 2 5 4716 A 1440 6 2 20 #12 PDF RECTIFIER #9 SMOKE DETECTOR #12 20 1 7 4716 B 1440 8 1 20 #12 EMERGENCY LIGHTS PDF RECTIFIER #1 #12 20 2 9 1440 A 1440 10 2 20 #12 PDF RECTIFIER #10 EXHAUST FAN #12 20 1 11 1440 B 1440 12 PDF RECTIFIER #2 #12 20 2 1 13 1440 Al1440 14 2 20 #12 PDF RECTIFIER #11 BATTERY CHARGER #12 20 1 15 1440 B 1440 16 SPACE PDF RECTIFIER #3 #12 202 - 17 1440 A 1440 18 2 20 #12 PDF RECTIFIER #12 SPACE 19 1440 B 1440 20 SPACE PDF RECTIFIER #4 #12 20 2 21 1440 A - 22 2 20 #12 SPARE SPACE 23 1440 B 24 SPACE PDF RECTIFIER #5 #12 20 2 25 1440 A 26 2 20 #12 SPARE SPACE 27 1440 B 28 SPACE PDF RECTIFIER #6 #12 20 2 29 1440 JAI 30 2 20 #12 SPARE 31 1440 B 32 PDF RECTIFIER #7 #12 20 2 33 1440 A 34 2 20 #12 SPARE 35 1440 B 36 PDF RECTIFIER #8 #12 20 2 37 1440 A 38 2 20 #12 SPARE 39 1440 B 40 SPACE #12 20 2 41 A 42 - - SPACE PHASE A: 31872 VOLTAMPS PHASE B: 31872 VOLTAMPS PANEL LOAD CALCULATIONS LIGHTS 0 RECEPTACLES-1ST10KVA 0 LARGEST MOTOR 9432 REMAINDER MOTOR 9432 RECTIFIER 34560 OTHER 0 SUBPANEL "LA -1" 3685 2 - ILC PANEL SCHEDULE VOLTAMPS X 1.25 = 0 VOLTAMPS VOLTAMPS X 1.00 = 0 VOLTAMPS VOLTAMPS X 1.25 = 11790 VOLTAMPS VOLTAMPS X 1.00 = 9432 VOLTAMPS VOLTAMPS X 1.00 = 34560 VOLTAMPS VOLTAMPS X 1.00 = 0 VOLTAMPS VOLTAMPS X 1.00 = 3685 VOLTAMPS 59467 TOTAL DEMAND 248 AMPS, 10, 3W ILC MODEL: INTERSECT #AA400G-1PH-200SF23R (400A, SINGLE PHASE, 2-SUBFEED BREAKERS) NOTE: ILC HAS INTEGRAL 200A MAIN CIRCUIT BREAKER FOR SUB FEED TO PANEL "LA" SUBPANEL: LA 120/ 240 VOLTS 1 PHASE 3 WIRES, SN. 200 AMP BUS 200 AMP MAIN MCB 10.000 A.I.C. RATING (MINIMUM), NEMA 1 ENCLOSURE, SURFACE ENCLOSURE DESCRIPTION WIRE BKR POLE CKT VA 0 VA CKT POLE BKR WIRE DESCRIPTION RECEPTACLES #12 20 1 1 360 A 432 2 1 20 #12 INTERIOR LIGHTS RECEPTACLE GEN ROOM #12 20 1 3 360 B 144 4 1 20 #12 INTERIOR LIGHTS GFCI RECEPTACLE #12 20 1 5 360 A 300 6 1 20 #12 EXTERIOR LIGHTS SMOKE DETECTOR #12 20 1 7 270 B 180 8 1 20 #12 EMERGENCY LIGHTS HVAC CONTROL #12 20 1 9 180 A - 10 2 20 - SPARE EXHAUST FAN #12 20 1 11 115 B 12 BLOCK HEATER #12 1 20 1 1 13 1 360 Al14 SPACE BATTERY CHARGER #12 20 1 15 360 B 16 SPACE SPACE - - 17 - A 18 SPACE SPACE 19 B 20 SPACE SPACE 21 A 22 SPACE SPACE 23 B 24 SPACE SPACE 25 A 26 SPACE SPACE 27 B 28 SPACE SPACE 29 A 30 SPACE PHASE A: 1992 VOLTAMPS PHASE B: 1429 VOLTAMPS PANEL LOAD CALCULATIONS LIGHTS 1056 RECEPTACLES-1ST10KVA 1080 LARGEST MOTOR 0 REMAINDER MOTORS 0 RECTIFIER 0 OTHER 1285 1 -SUBPANEL "LA" SCHEDULE VOLTAMPS X 1.25 = 1320 VOLTAMPS VOLTAMPS X 1.00 = 1080 VOLTAMPS VOLTAMPS X 1.25 = 0 VOLTAMPS VOLTAMPS X 1.00 = 0 VOLTAMPS VOLTAMPS X 1.00 = 0 VOLTAMPS VOLTAMPS X 1.00 = 1285 VOLTAMPS 3685 TOTAL DEMAND 15 AMPS,10, 3W verizon� VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT VERN WILLSON P.E. 3083 WHITE OAK ST. HIGHLANDS RANCH,CO 80129 PHONE:303.883.2208 A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 ��/6/XO'd'poi a e� % 54118 v :��'e Q •.ice I �" � �+`� PANEL SCHEDULES gV U) z 0 ¢ I- W z Lu U) z z z F_ Z Q F - z w 2 w rn w w G_ CO Q z w � Q U) J W z z w Z W z w W ¢ � w w ¢ _ W J r J f.. Z w O w ¢ CW7 O Z 0 z w w U (� La Lu w a0 O a G W w m LLL CK 3 m �U- m w J m U 0 0 U � m m Y m = 11 1 -ONE LINE DIAGRAM (E) UTILITY POLE 2X (3 #3/0,2"C) — (APPROX. 225 L.F.) ISC = 9,786A NEW CT CABINET & METER NEW [2x(3#3/0, 2"C)] NEW 400A/2P ENCLOSED CIRCUIT BREAKER LABEL "SERVICE DISCONNECT" 1/0 COPPER TO GROUND ROD BOND TO NEUTRAL NEW 400A INTERGRATED — LOAD CENTER "ILC" 120/240V, 10, 3W W/ 400A MCB NEW 200A SUBPANEL "LA" 120/240V, 10, 3W W/ 200A MCB #4 COPPER TO GROUND ROD NEW 3#3/0, #4G, 2"C NEW #1/0 COPPER TO GROUND ROD DO NOT BOND TO NEUTRAL [2x(3#3/0, #1/OG, 2"C)] NEW 60KVA GENERATOR W/ 250A INTEGRAL CIRCUIT BREAKER NEW 4#12, 1 #12G, 1"C 200A FINISH GRADE O ISC = 29,600A NEW [2x(3#3/0, #1/OG, 2"C)] APPROX. 40'-0" L. F. NOTE: RECONNECT ALL EXISTING BRANCH CIRCUITS TO NEW PANEL NEW 120/240V, 10 3W, 100KVA POLE MOUNT TRANSFORMER BY XCEL NEW UTILITY POLE BY XCEL FAULT CALCULATIONS A. SERVICE 2 x 225FT x 29600A t 2 x 13923 x 240V 1.99 1 M= 1+1.99 = 0.33 Isc= 0.33 x 29600A = 9768AIC (E) POLE MOUNTED TRANSFORMER (2x25 KVA) I 200A DISC. TO BE REMOVED ONCE NEW PANEL IS ESTABLISHED I (E) METER TO BE REMOVED ONCE NEW PANEL IS ESTABLISHED I (E) 200A ATS TO BE REMOVED ONCE NEW PANEL IS ESTABLISHED I � I oc N (E) PANEL TO BE REMOVED ONCE NEW PANEL IS ESTABLISHED I I � I � I � I I I I � (E) GENERATOR TO BE REMOVED G — J verizon,v' VERIZON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION SITE NAME DEN SOD HOUSE SITE I.D. 114 10930 W. 44TH AVE. WHEAT RIDGE, CO 80033 CONSULTANT VERN WILLSON P.E. 3083 WHITE OAK ST. HIGHLANDS RANCH,CO 80129 PHONE:303.883.2208 A 04/24/17 CD REVIEW JT B 07/31/17 CLIENT COMMENT JT 0 08/29/17 CD ISSUE JDL 1st REVIEW SOK 2nd REVIEW TN 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 �pi,6l1,-floi_ ONELINE DIAGRAM City ()f t . Fes" W a A Contractors City L M Phcan+�M Contractor E-mail Address: Sub C ontractors: Electrical: » Plumbing: W.R. City License # W.R, City License ## Mechanical: W.R. City License Other City License # Complete all information on BO TH sides of this form •: w t . A 02 S FULF Btu's Gallons Am Squares Other APPROVED , S , ubj0c,t to Field Inspectio� 1 3,2 Weat Ridge Building MEMMUMMUM DEN Sod House Project No. 214-207 October 1 2014 0 Evaluation and engineering analysis of the field and laboratory data to develop our geotechnical conclusions and recommendations. Preparation of this report, which includes a description of the proposed project, a description of the subsurface site conditions found during our investigation, our conclusions and recommendations as to foundation design and related geotechnical issues, and attachments which summarize our field and laboratory investigations. engineering properties. The following tests were performed in general accordance with locally recognized standards: Results • the laboratory tests are shown • the boring log and laboratory summary sheets .2ttached. Groundwater was encountered in the test boring at a depth • 7.5 feet at the time • field exploration. These observations represent only current groundwater conditions, and may not be indicative of other times, • at other locations. Groundwater levels should be expected to fluctuate with varying seasonal and weather conditions. Tower Foundation: As presently planned, the proposed monopole tower will be supported on a single drO led shaft foundation system. A straight shaft, drilled a minimum of 12 feet into natural soils is recommended. 2 DEN Sod House Project No. 214-207 cto_be_r – 1 3_,_2Z 1 Soil Layer- LPILE Dry Density- Friction Angle- Cohesion- Modulus k- 50% bgs ft. Soil Code P d PCI strain-e L Gravel- 0-8 Sand an Gravel- 8-18 bwt -------- -- - 1191MRMOMUCA1111.921011 swu �Iff: EM Free-fall concrete placement in drilled shafts will only be acceptable if provisions are taken to avoid striking the concrete on the sides of the hole or reinforcing steel. The use of a bottom- dump hopper, or an elephant's trunk discharging near the bottom of the hole where concrete segregation will • minimized, is recommended. kglawalaill Based on the subsurface conditions encountered, we believe the strip footings may bear upon the undisturbed soils and/or engineered fill. The footings may be designed for a maximum allowable bearing pressure of 5,000 psf. The design bearing pressure may be increased for transient loads such as wind or seismic by 113 or as allowable by local building code. The footings should be placed a minimum • 36 inches below finished grade for frost protection. 3 DEN Sod House Project No. 214-207 Oc_toberI3, 26 Foundations and slabs should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. Foundation excavations should be observed • the geotechnical engineer. If the soil conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required. I Corrosion Potential The pH and electrical resistivity was determined for selected samples. Test results measured PH values of 7.0 to 7.7 (considered slightly basic). Minimum resistivity measurements were 6812 and 10,267 ohm-centimeters. A qualified corrosion engineer should review this data to determine the appropriate level of corrosion protection. I The recommendations in this report depend on the assumption that an adequate program of testing and observation will be made during construction to verify compliance with our recommendations. These tests and observations may include, but not necessarily be limited to, the following: Observations and density testing during site preparation and earthwork Observation of foundation excavations and foundation installation Observation and testing of construction materials Consultation as may be required during construction Adequate testing and observation is essential to successful and economical completion of a construction project. Testing and observation allows us to verify that our recommendations are being followed. They also make it possible to identify new or changed conditions that may 4 lAr DEN Sod House P qje t No. 14 -207 tor° 1 , 20 14 IVION11 ROMOR I INI&MV101HIM- . • • UM (WOUNTA RM4 • . • •• • 11MMU • s- s s tile wvpe s w • • + Ve • • .•• ♦1 • • - a . , t specifications at the time our work is first scheduled. • •ors- .. "IPT t _ _ _ - L • I f ` r i ter - Project. DEN Sod House Blaring: _ Y YEH AND A SSOCIATES, 1 C. E TE HNICAL ENGINEERING CONSULTANTS Projec Number 29 4 -201 Efate: 9/29/14 Sheet I Of Boring Began: 912612014 Completed: 9/26/2014 Total Depth: 292 it Drilling Method, Solid -Stem Auger (4" O. D.) grill Bit: Ground Elevation. Casing: Location: Drill: BK- 1 Weather: Hot Coordinates. N: ; Drifter: unlimited Access Logged By: K. Asay Ground Mater Notes: Final By M. Boyd Depth hate a 7.5ft Inclination. Vertical Tt'noe - Hock Boil Samples 0 — BI° Field Note , E �w 0 Material Description and per N Lab Tests B in . , A.Q m Q.3 fL ASf*ffAl.T, 0. - 0.7 ft. AGGREGATE BASE COURSE, tan- moist. 0.7 - 2. 5 ft silty SAND, tan-brown, moist, 7115 22 diem den _ 2.5 - 4.0 ft gravelly SAND, tan-brown-rust, moist, medium dense, 50,9" 50 4.0 -17.5 ft. sandy GRAVEL with cobbles, MC= 3. % LL= NV 5 tan -brown rust with gnat', moist to wet, very ".►, dense. PL= NP Pl= NP pH= 7 = 0.002 % Re= 10267 ohms -cm 50101. 50:10 ` MC =17.9 fo 10 «; DD= 121,3 pcf pH= 7.7 = 0.003 % w Re= 6812 ohms -cm 50.11" 50:111 MC= 6 % 15 _ , .. DD= 139.3 pcf 17.5 - 29.2 ft bLAYSTONE, blue -gray to black -gray, hard to very hard, moist to wet, 50:3" 0: MC= I T8 % v 20 F- c P w CA Ca 6P? VS 0:3" . MC= 183 % ry 0: 8" } 25 Q QMt z G`1 4 ev C;? c 50.2 "° - 0:2 _ Bottom of Hole at 29,2 ft, 30 0 " Q9 0 0 COr I tm- - f 0 ma E E to E a. 5, 3: g LD P va c D mmlml ------- 91-20,9 V c low cc> Buissed IU00JOd cn 0 TE E U) .N z UJ m CL E ca z E E m m z z z 9 CL 0- CL cs cc> Buissed IU00JOd I 0 W z ui CL 6 z a. I I 0 � e a■ ■sm �n I I Structural Design Report 50' Monopole Site. DEN Sod House, CO Prepared for: VERIZON WIRELESS by: Sabre Towers & Poles " November 24, 2014 MonopoleProfile .................................................................................. I FoundationDesign Summary ................................................................. APPROVED Subjw.t to Field Inspections Wheat Ridge Building Dept, Signed, RM M ME vao�o�'o Designed Appurtenance Loading Lead Case Reactions 0 60 6 1W a ,6W s abre G un7catio- corpomoon Job 7609 C7eiva 1947517. S�b�r Industries' 1 >0. 6 1 7� WIRELES s S"Oly, A 59102 -0656 ,. .. Tower and Poles (?12s 258,mm Name DEN Sod Rouse, CO £ase. era «. Xa rrro a ar a C - r xs r , euR...' . roiMee�+:.. t%" Mtl e Wft a Dew 11t24t2o1'4 By: ARH * �ii7�ii� y ' ''WIN --- N I P I Mimi Lead Case Reactions 0 60 6 1W a ,6W s abre G un7catio- corpomoon Job 7609 C7eiva 1947517. S�b�r Industries' 1 >0. 6 1 7� WIRELES s S"Oly, A 59102 -0656 ,. .. Tower and Poles (?12s 258,mm Name DEN Sod Rouse, CO £ase. era «. Xa rrro a ar a C - r xs r , euR...' . roiMee�+:.. t%" Mtl e Wft a Dew 11t24t2o1'4 By: ARH � 4'-0" 4 f ta. 11 r — ...— I r ----- F I f — — — — — — ELEVATION VIEW Yds. each) R! #711=111 "#. -WiNTOMM11 We A615 Grade 60. IMF cover. 7). The foundation is based on the following factored loads: Moment (kip-ft) - 506.25 Axial (kips) = 10.48 Shear (kips) = 13-41 Rebar Schedule per MT #« "11 III I vsjpl 5 " • pier then 12" C/C 8) This is a design drawing only. Please see ki, L#A A a k. L'" RigrIll i SABRE C s c .* JOB: 00 24-Nov--14 16:38 2101 Murray Street VERIZON WIRELESS Ph 712.2586690 Sioux Cit • Fx 712.258.8250 TOP 031". 'TIER 1.6.00 in. 16.25 in, Point-Point) BOTTOM DIAMETER 20.85 in. 21 »1.`7 in. Point-Point) POLE HEIGHT 49.00 ft. 18 SIDED FLAT ORIENTATION BASE HEIGHT 1.00 ft. ABOVE GROUND Up ' ft E-MODULUS 29000 ksi 12000 ksi SHEAR MODULUS) ATTACH POINTS: NO. X ft Qty Description Status 1 45.00 1 User Defined Loading Initial, Appurt 2 35.00 1 User Defined Loadinq Future Appurt SECTION 3 15.00 1 Future Appurt 'ot FF Pol Bottom k Connect LAP Taper Length Weig eel o e X f iSection X ft �qe ti Ai n. ype in. jnft ft . lb - 9pec Finish 49.00 .25000 C-WELD .0990 49.00 2404 A572- 65 GALVANIZE SECTION PROP ERTIES Area Iz IXIY SXSY X Up ' ft D, in T, in in in iT1 in W/t d/t F Y (ksi) 49.00 .00 16.00 .2500 12.50 782 391 48.1 9.52 64.0 65.00 TOP 45.00 4.00 16.40 .2500 12.81 844 422 50.7 9.80 65.6 65.00 PSI 40.00 9.00 16.89 .2500 13.20 924 462 53,9 10.15 61.6 65.00 35.00 14.00 17.39 .2500 13.60 1010 505 57.2 10.50 69.5 65.00 P02 36.00 19.00 17-88 .2500 13.99 11,00 550 60.6 10.85 71.5 65.00 25.00 24.00 18.38 .2500 14.38 3,194 597 64.0 11.20 73.5 65.00 20.00 29.00 18.87 .2500 14.78 1.294 647 67.5 11.55 75.5 65.00 15.00 34.00 19.37 .2500 I 1400 '700 71.2 11.90 77.5 65.00 P03 10.00 39.00 19,86 .2500 1 1512 756 '75.0 12.24 79.4 65.00 5.00 44.00 20.36 .2500 15.95 1630 815 '78.9 12 59 81.4 65.00 .00 49.00 20.85 .2500 16.35 1754 877 82.8 12.94 83.4 65.00 BASE jog ISABRE COMMUNICATIONS CORP . 07771775 24-Nov-7 16.387 '2101 Murray Street VERIZON WIRELESS Ph 712.258.6690_� DEN Sod House, CO -Fx 712.25L.-82-5-241 CASE - 1: 3s Gusted Wind i#lNSI-TIAZZZ-W WIND OLF 1.60 GUSTED WIND (3sec) 100.0 mph 160.9 kph VERTICAL OLF 1.20 EXP-CAT/STRUC__CLASS C__iI DESIGN ICE .00 in EXP-POWER COEFF. .2105 GUST FACTOR (Gh) 1.10 REFERENCE HEIGHT 900.0 ft FORCE COEFF (Cf) .65 PRESSURE @ 32.7 ft 42.8 psf 2048.2 Re IMPORTANCE FAC (1) 1.00 BASE ABOVE ":rd 1.0 DIRECTION FAC (Kd) .95 CREST HEIGHT .0 ft TOPOGRAPHIC CAT 1 APPURTENANCE LOADS Center WEIGHT AREA Tx-CABLE FORCED MOM. Line each each WIND Tra--Y Ax... E Lg-X # Qty Description Elev-Ft, Lbs Ft^2 Type Qty #/Ft Psf Kips Kips Ft.--K 1 1, User Defined Loading 45.0 2680 117.8 46.0 5.42 --3.2 -.3 12 45.0 0 .0 1 5/8 2 1.04 46.0 .00 -.1, 2 45.0 0 .0 6 i/8 2 6.75 46.0 .00 _.7 2 10 OF 1-518" LINE 45.0 10 2.0 None 1 .00 46.0 .18 .0 2 1 User Defined Loading 35.0 2616 113.7 43.7 4.97 --3.1 --.2 12 35.0 0 .0 7/8" 12 .54 43.7 .00 -.3 2 10' OF 1-5/8 LINE 35.0 10 2.0 None 1 .00 43.7 .17 .0 3 1 15.0 0 .0 36.8 .00 .0 .0 2 10 OF' 1-5/8" LINE 25.0 10 2.0 None 1 .00 40,8 .16 .0 _1.6 2 10 OF 1-5/8" LINE 15.0 10 2® No 1 .00 36.8 .15 .0 2 10 OF 1-5/8 LINE 5.0 10 2 .0 None ne 1 .00 36.4 .15 .0 RESULTS WIND ICE FORC`,ElS,kips -- -- :- ---MOMENTS, ft-kips-: F') Inter X, ft Kzt psf in �ShearX Sheax -Y AxiaZI BendX BendY T ksi 4.8.2 49.00 1.00 30.43 .00 .0 .01 -.1, .0 .0 .0 82.55 .000 45.00 1.00 29.90 .00 .0 6.09 -.6 .0 .0 82.55 .006 40.00 1.00 29.1.9 .00 .0 6.39 -4.3 31.5 .0 .0 82.55 .099 35.00 1.00 28.40 .00 11.96 l.7 -63.7 .0 .0 82.55 .188 30.00 1.00 27.52 .00 .0 1 .2.15 -8.0 -123,5 .0 .0 82.55 .338 25.00 1.00 26.52 .00 .0 12.32 -8.4 -1.84.3 .0 .0 82.55 .473 20.00 1.00 25.35 .00 .0 12.47 1-18.8 -245.8 .0 .0 82.55 .597 15.00 1.00 23.94 .00 .0 13.07 --9.3 -308.4 .0 .0 82.55 . 10.00 1 00 23,65 .00 .0 13.20 -9.8 -373.8 .0 .() 82.55 .814 5.00 1:00 23.65 .00 .0 13,31 -10.3 439.8 .0 .0 82.55 .910 .00 1.00 23.65 .00 .0 13.41 -10.5 506.3 .0 .0 82.55 .996 DISPLACEMENTS ELEV I ------------DEFLECT ION f eet--- -- -_.. degrees ------ X, ft x Y z XY-Result x Y z XY-Result 49.00 .00 2.41 -.07 2.412 4.92%> -4.10 .00 .00 4.10 Parrom 4 �• r r • S CORP JOB: 00-11475 24-Nov-14 16:3 1 ,2101 Murray Street VERIZ WTRELESS Ph 712.25866900 • CO Fx 712.21,5811.11825 CASE - 2: 3s Gusted Wind 0.9 Dead ANSI-TIA-222-Ca WIND OLF ;1..60 GUSTED WIND (3se c) 100.0 mp h 160.9 kph VERTICAL OLF .90 X - VSTRUC_CLASS C -11 DESIGN IC: .00 in EFXP - °POWER C OEFF. .2105 GUST FACTO (G h) 1.10 REFERENCES HEIGHT 9030.0 ft FORCE COEFF (Cf) .65 PRESSURE @ 32.7 ft 42.8 Psf 20348.2 Pa IMPORTANCE FAC ( I) 1.00 BA ABOVE Gsd 1.0 DIRECTION F C (1Cd) .95 CREST HEIGHT .0 ft TOPOGRAPHIC CAT 1 AP PURTENANCE LO ADS Center WEIGHT AREA Tx-CABLE FORCES MOM1 Line each each NINA Tra -Y Ax- , L -X # Qty Description Elev --Ft Lbs Ft ^2 'Type Qty /Ft Psf Kips Kips Ft._IC ° .:3 ,; 1. User Defined Loading � 45.0 2680 117.5 4�6.0 5.42 2.4 - 12 45.0 0 .0 2 5/8 2 2.04 46.01 .00 _.1 2 45.0 0 .0 6 318" 2 6.75 46.0 .00 -••.5 10 OF 3 -5/8" LINE 45.0 10 2.0 None 1 .00 46.0 .28 .0 2 1 Uses Defined Loading 13,8.'7 3 2616 113.7 4 4.97 .4 _.2 1 35.0 0 y/ NI 10 8 12 . 43.7 .00 - .2 2 10 OF 1-5/8" LINE 35.01 3.D 2.0 None 1 .00 43.7 .17 .0 3 1 25.03 0 .0 36.8 .00 .0 .0 2 I0' € F 1 -588" LINE 25.0 10 2.0 Norse 1 ..00 401.8 .26 .0 _.1.6 3 10 O F LI 15.0 10 2.0 None 1 .00 36.8 .15 .0 p 1-5/8" g, / 8 } Li..f L 10 O F .f... - 5A' " NA::r . . 10 2.0 None 1 q q . 00 ,^ A .w . `S .15 6 .0 T4'Tu WIND ICE .�,.�. FORCES, kips _ ._ • °_t^3OM ft:- .. F "fir V�,r YyJy X, ft zt. ,f f4 g .n ShearX .�., ( Shear# Ax BendX a kips-�_ Bend.f 2,QrgZl 14 si 4R I n t.er .8.2 49.00 1.00 30.43 »00 .0 .00 -.1 .0 .0 .0 82.55 .0009 45.00 1.010 29.90 .00 .0 6.02 -°2.9 ._.6 .0 .0 83.55 .005 40.00 1.00 29.19 .00 .0 6.31. -W3.1, -31.1 .0 .0 86.55 „09' "7 35.00 3.00 28.40 .00 .0 11.82 _ -5 6 6 »9 .0 .0 82.55 .184 30.001 1.00 27.52 .00 .0 1,2.01 -5.9 - 122.0 .0 .0 82.55 .331 25 ..00 1.001 26.52 .00 .0 12.19 •- -6.2 1.82.2 .0 ,.0 £32.55 .466 20.00 1.00 25.35 .00 .0 12.37 -6.5 24:3.0 .0 .0 82.55 .588 15.00 1.00 23.94 .030 .0 1.2.99 _16.9 305.0 .0 ., 0 82.55 .699 1.0.00 1.00 23.65 .070 .0 13.14 -7, 370.0 .0 ,0 82.55 .804 5.00 3..00 23.65 .00 .0 1.3.29 _7.7 -435.7 .0 .0 82.55 .899 .00 1.001 23.65 .00 .0 13.39 --7.9 502.2 .0 .0 82.55 ..986 DISPLACEMENTS EiLE1T )__a _ OaFEL,FCI1(?N feet..... m_ _ f _.... RflT T7fs degrees.___. ._ X, ft X Y 2 XY -Rest t. X Y `'' XY- Result 49.00 .00 2.39 0 "7 2.39< 4.87%> --4.06 .00 .00 4.06 P c -7 1 `SAbAt_)50__MWW_ICATIONS CORP JOB: 00-1147 24-Nov- i_4_7777" ,2101 Murray Street VERIZON WIRELESS Ph 712.258.6690 ISLaax C111, IA 51101 DEN Sod ou CO Fx 712.258.8250 CASE - 3: 3s Gusted Wind&Ice DISPLACEMENTS ELEV � ------------ DEFLECTION feet---------------- I—- X, ft x Y z XY-Result 49.00 .00 .38 .00 .38< .'7'7%> degrees------- I x Y z XY-Result -.64 .00 .00 .64 PArra r WIND OLE 1.00 GUSTED WIND (3sec) 50.0 mph 80.5 kph Inter X, ft Kzt VERTICAL OLD 1.20 EXP-CAT/STRUC-CLASS C-ii BendX BendY TorqZ� ksi 4.8.2 49.00 DESIGN ICE .00 in EXP-POWER COEFF. .0 .2105 -...1 .0 .0 .0 82.55 .000 GUST FACTOR (Gh) 1.10 REFERENCE HEIGHT 900.0 .0 ft -4.4 -.1 .0 .0 82.55 FORCE COEFF (Cf) .65 PRESSURE @ 32.7 ft 6.7 psf 320.0 Pa -4.9 .0 .0 IMPORTANCE FAC (1) 1.00 BASE ABOVE Ord 1.00 1.0 .00 .0 1.87 -8.4 l0 p .0 DIRECTION FAC (Kd) .95 CREST HEIGHT 30.00 .0 ft .00 ,0 1.90 _8.7 -19.3 TOPOGRAPHIC CAT .0 82.55 .060 25.00 1.00 4.1.4 .00 .0 1.93 APPURTENANCE LOADS -28.8 .0 .0 82.55 .081 20.00 1.00 3.96 .00 .0 1.95 -9.3 -38.5 .0 .0 82.55 .100 15.00 1.00 3.74 '00 Center WEIGHT AREA Tx-CABLE --9.7 -48.2 .0 FORCES MOM. .13.8 10.00 1.00 Line each each .00 .0 2.06 WIND Tra-Y Ax -4 Lg.- # Qty Description 5.00 Elev-Ft Lbs Ft^2 Type Qty #/ Ft Psf Kips Kips Ft-K 1 1 User Defined Loading .150 45.0 26 117.8 80 1.00 3.70 .00 7.2 .85 -3.2 .0 12 .0 82.55 45.0 0 .0 1 5/8 2 1.04 7.2 .00 -.1 2 45.0 0 .0 6 1/8" 2 6.75 7.2 .00 -,'7 2 3.0' OF 1-5/8" LINE 45.0 3.0 2.0 None 1 .00 7.2 .03 '0 2 1, User Defined Loading 35.0 2616 113.7 6.8 .78 -3.1 .0 12 35.0 0 .0 7/8" 12 .54 6.8 .00 -.3 2 10' OF 1-5/8" LINE 35,0 10 2.0 None 1 .00 6.8 .03 .0 3 1 15.0 0 .0 5n8 .00 .0 .0 2 10 OF 1-5/8" LINE 25.0 10 2.0 None 1 .00 6.4 .03 .0 -.3 2 10' OF 1-5/8" LINE 15.0 10 2.0 None :1 .00 5.8 .02 .0 2 10 OF 1-5/8" LINE 5.0 10 2.0 None 1 .00 5.7 .02 .0 RESULTS DISPLACEMENTS ELEV � ------------ DEFLECTION feet---------------- I—- X, ft x Y z XY-Result 49.00 .00 .38 .00 .38< .'7'7%> degrees------- I x Y z XY-Result -.64 .00 .00 .64 PArra r WIND ICE - FORCES,kips Fy Inter X, ft Kzt Psf in IShearX ShearY , AxiiaZj BendX BendY TorqZ� ksi 4.8.2 49.00 1.00 4.75 .00 .0 .00 -...1 .0 .0 .0 82.55 .000 45.00 1.00 4.67 .00 .0 .95 -4.4 -.1 .0 .0 82.55 .005 40.00 1.00 4.56 .00 .0 1.00 --4.7 -4.9 .0 .0 82.55 .020 35.00 1.00 4.44 .00 .0 1.87 -8.4 l0 p .0 .0 82.55 .036 30.00 1.00 4.30 .00 ,0 1.90 _8.7 -19.3 .0 .0 82.55 .060 25.00 1.00 4.1.4 .00 .0 1.93 -9.0 -28.8 .0 .0 82.55 .081 20.00 1.00 3.96 .00 .0 1.95 -9.3 -38.5 .0 .0 82.55 .100 15.00 1.00 3.74 '00 .0 2.04 --9.7 -48.2 .0 .0 82.55 .13.8 10.00 1.00 3.70 .00 .0 2.06 -10.0 58.5 .0 .0 82.55 .135 5.00 1.00 3.70 .00 .0 2.08 -10.3 -68.8 .0 .0 82.55 .150 .00 1.00 3.70 .00 .0 2.10 Wi0.5 '79.2 .0 .0 82.55 .163 DISPLACEMENTS ELEV � ------------ DEFLECTION feet---------------- I—- X, ft x Y z XY-Result 49.00 .00 .38 .00 .38< .'7'7%> degrees------- I x Y z XY-Result -.64 .00 .00 .64 PArra r ��RE COMMUNICATIONS CORP JOB: 00-11475 24-Nov-14 16:38=� VERIZON WIRELESS Ph 712.258.6690Z ,2101 murray street ,�sioux Ci IA 51101 DEN Sod House, CO Fx 712.258_8250_� WIND OLE VERTICAL OLF DESIGN ICE GUST FACTOR (Gh) FORCE CO F (Cf) IMPORTANCE FAC (I) DIRECTION FAC (Kd) TOPOGRAPHIC CAT 1.00 GUSTED WIND (3sec) 1,00 EXPCAT/STRUC_CLASS .00 in EXP-POWER COEFF. 1.10 REFERENCE HEIGHT .65 PRESSURE @ 32.7 ft 1.00 BASE ABOVE Grd .85 CREST HEIGHT 1, Center 60. 0 mph C-II .2105 90010 ft 8.6 psf 1.0 .0 ft ANSI 412.3 Pa APPURTENANCE LOADS Center WEIGHT AREA Tx••CABLE FORCES MOM. Line each each WIND TraY Ax-Z Lg-X # Qty Description Elev.-Ft Lbs Ft Type Qty #/Ft P Kips Kips Ft-K 1 1 User Defined Loading 45.0 2680 117.8 9.3 1.09 -2.7 -.1, 12 45.0 0 .0 1, 5/8" 2 1.04 9.3 .00 __.1 2 45.0 0 .0 6 1/8" 2 6. 9.3 .00 -.6 2 10 OF 1-5/8 LINE 45<O 10 2.0 None 1 .00 9.3 .04 .0 2 1 User Defined Loading 35.0 2616 113.7 8.8 1.00 -2.6 .0 12 35.0 0 .0 7/8" 12 .54 8.8 .00 -.2 2 10 OF 1•5/8" LINE 35.0 10 2.0 None 1 .00 8.8 .04 .0 3 1 15.0 0 .0 7.4 .00 .0 .0 2 10 OF 1-508" LINE 25.0 10 2.0 None 1 .00 8.2 .03 .O -.3 2 10' OF 1-5/8" LINE 15.0 10 2.0 None 1 .00 7.4 .03 2 10' OF 1-5/8" LINE 5.0 10 2.0 None 1 .00 7.3 .03 .0 RESULTS 7777 7777.. 77777777. WINE) ICE m..rr F0R(.,ES,1 %ips ft -kips--- - F Inter X, ft Kzt, psf in !ShearX ShearY AxiaZ( BendX BendY TorqZt ksa. 4.8.2 49.00 1.00 6.13 .00 .0 .00 -.1 .0 .0 .0 82.55 .000 45.00 1.00 6.02 .00 .0 1.22 3.7 -..1 .0 .0 82.55 .004 40.00 1.00 5.88 .00 .0 1.28 - 3.9 -6:3 .0 .0 82.55 .023 35n00 7 1.00 5.2 00 .0 2.39 -7 -12.7 .0 .0 82.55 .043 .30 . 0 1 .00 5�54 . .00 .0 2.43 - -24.7 .0 .0 82.55 .073 25.0 0 1.00 5a34 .00 .0 2. 47 -7.5 .0 .0 82.55 .100 20.00 1.00 5.10 .00 .0 2.50 --49.2 .0 .0 82.55 .125 15.00 1.00 4.82 .00 .0 2.62 -8.0 .0 .0 82.55 .147 10.00 1_00 4.76 .00 .0 2.65 --8.3 .0 .0 82.55 .168 5.00 1.00 4.76 .00 .0 2.68 --8.6 -88.1 .0 .0 82.55 .188 .00 1.00 4.76 .00 .0 2.70 101.4 .0 .0 82.55 .205 DISPLACEMENTS ELEV feet -------------- j--R0TATI0N, degrees- ._..-_-_ X, ft x Y z XY-Result x Y z XY.-R esult AiloW 49.00 .00 .48 .00 .48< '99%> -.82 .00 .00 .82 ;SABRE COMMUNI S CORP JOB: 00-11475 24-Nov-14 16:3 Murray Street VERIZON WIRELESS Ph 712.258.66911 jkLojx Cit , IA 51101 DEN Sod House, CO Fx 712.258.825A A615 -:: ANCHOR 90 USED 4 Bolts on a 26.250 in. Bolt Circle H I P � 2.250 in. Diameter 67.13 in. Embedded (lbs) 12.00 osed 84.00 in. TotaL Le 581 CONCRETE - Fc= 4000 psi ANCHOR BOLTS are STRAIGHT w\ UPLIFT NUT BASE PLATE SHAPE: 18 SIDED POLYGON with FLAT-FLAT ORIENTATION BOLTS: QUADRANT SPACED BOLTS 6.00 in. ON CENTER (Ben d Model: LOCATE: - FORCZS- (kips) POLE DATA YIELD STRENGTH BEND LINE WIDTH 50.0 14.2 ksi in, DIAMETER 20.85 in. BASE AXIAL FORCE= -10.5 kips Vert PLATE .2500 in. ACTIONS SHEAR X 9.5 kips Long TAPER .0990 in/ft SHEAR Y 9.5 kips Tran POLE Fy 65.00 ksi, X--AXIS MOM = 35'7.9 ft -kips Tran ksi Y-Axis MOM = 357.9 ft-kips Long [Fy a .90 Z-Axis MOM = .0 ft-kips Vert DESIGN CASE 1 3s Gusted Wind TIA-G 1 3 10 5 1 * 5 1 5 55 55 Design: ANY Orientation Reactions at 45.00 deg to X-AXIS 75.00 7. 22 BOLT LOADS TIA-G L4:8 .9 1:9 71 AXIAL - COMPRESSION = 234.05 kips .194 '75.00 9.04 AXIAL - TENSION = 228.81 kips SHEAR 4»74 kips AXIAL STRESS 72.02 ksi SHEAR STRESS 1.54 kO YIELD STRENGTH Fy 75.00 ksl ULT. STRENGTH Fu 100 00 ksi Interaction ALLOW STRESS Fa .80 x 1.001 = 80.00 ksi .939 TIA--G SHEAR Fv .80 x .401 = 32.00 ksi TENSION AREA REQUIRED 2.93 d,n^2 TENSION AREA FURNISHED 3.25 in^2 ROOT AREA FURNISHED 3.07 .-n"2 A615 -:: ANCHOR 90 USED 4 Bolts on a 26.250 in. Bolt Circle H I P � 2.250 in. Diameter 67.13 in. Embedded (lbs) 12.00 osed 84.00 in. TotaL Le 581 CONCRETE - Fc= 4000 psi ANCHOR BOLTS are STRAIGHT w\ UPLIFT NUT BASE PLATE (Ben d Model: Flat- 171 - FORCZS- (kips) T E U BASE PLATE YIELD STRENGTH BEND LINE WIDTH 50.0 14.2 ksi in, Allow 2.00 2.00 "T HICK in. THICK :" n. SHI P S H IP PLATE MOMENT 620.1 in-,k ksi 24.75 UARE in. SQUARE i (lbs) lbs) THICKNESS REOD = SENDING STRESS = 1.968 43.6 in. ksi 357 8 . 7 T HO L . CENTER HOLE I CE 299 3 ALLOWABLE STRESS = 45.0 ksi TIA-G 1.0 0 in. CORNER CLIP 9.5 [Fy a .90 x 1.001 0 .929 75.00 43.10 45.00 LOAD CASE SU E Y ASolt-Str Plate-Str - FORCZS- (kips) _M0K9NTS-(ft-k)_ Allow _Actual Allow _Design j Axial ShearX ShearY X-axis Y-axis TorQ CSR ksi ksi ksi Code 3, 105 9.5 9.5 357 357 0 .939 - 15.00 43 . 57 45.00 TIA-G �2 7.9 9.5 9.5 355 355 0 .929 75.00 43.10 45.00 TIA-G 1 3 10 5 1 * 5 1 5 55 55 0 .155 75.00 7. 22 45.00 TIA-G L4:8 .9 1:9 71 71 0 .194 '75.00 9.04 4500 TIA-G -------~---------- Files used for Analysis Path to file locations- le2013l Name of input data file: 114750.1p7d Name of output report file: 114750.1 Name of plot : 114750 .�� Name of ����ss���le, 1�r�-vp7r ------------~----------------------------~------- Date and Time Of Analysis -------~----------~------------------------------ Date, wOVember24, 2014 Time: 16:36:47 ----------------~---------------------~--------- Problem Title 50` monopole vERIZONWIRELESS DEN sod House, co (114750 11-24-14rTW mb Number: client: Engineer: -__--__-__--------_-_—_-_-__-___-_--__--_-___-_-_----__~__- Program options and settings ____-________________________-~-________-_- Pile section NO' 1: section Type section Length section Diameter =Drilled Pile) = ^+,,°""" /^ 48.00000 in --~---------------------- Ground Slope and Pile Batter Angles Ground slope Angle 0.000 de grees = 0.000 rao ns Pile Batter Angle 0.000 de �reeo = 0.000 r �,mns ------------------------------~------------~-------- soil and Rock Layering information _________________________________________ The soil profile is modelled using 3 laver Layer z is sand, p-y criteria by Reese et al.. 1974 Distance from top of pile to top of layer 0.50000 ft Distance from top of pile to bottom of layer 8.50000 ft Effective unit weight at top of layer 124,93440 pcf Effective unit weight at bottom of layer 124.93440 pcf Friction angle at top of layer 3500000 deg. Friction angle at bottom of layer 35.00000 deg. subgrade k at top of layer 90.00000 PCI subgrade k at bottom of layer 90.00000 pci �Iayer 2 is sand, p criteria by Reese et al., 1974 Distance Distance from from top of pile to top of layer top of pile to bottom of layer 830000 18.50000 ft ft Effective unit weight at top of layer 59,96160 pcf Effective unit weight at bottom of layer 59.96160 gcf Friction angle at top of layer 35.00000 eg. Friction angle at bottom of layer 3500000 deg. subgrade k at top of layer 125M000 pci subgrade k at bottom of layer 125.00000 pci Layer 3 is stiff clay without free water (Depth of lowest soil layer extends 15.00 ft below pile tip) __-__-____--__-~_-__-_-_-_—_-__-___--__-_-__-~____-__- Summary of Soil Properties ____________________________________________ -____-_--___--_-----____-_---_-~--__-___-_-____~_--_____ --------------------------------- _ Loading Type static loading criteria were used when computing p-y curves for all analyses. ---------------------------------------------------- Pile-head Loading and Pile-head Fixity Conditions ------~------------------------------------ ------------------------------------------~--------- computations Of Nominal moment Capacity and Nonlinear sending stiffness -----------------------~------------------ mvinJ thrust force values were determined from pile-head loading conditions ww*her of pile sections Analyzed = 1 Pile Section NO. 1: ----------------- Lenvth of on Layer Layer Effective undrained Angle of Strain 3.62548 Layer Number of Reinforcin Bars = bars cohes 60000. psi modulus of Elasticity of Reinforcing Bars = 29000000. "=. Gross Area of shaft = 1809 Total Area of mwnnforr�v8_steel _�___ __ I ____� sand (Reese, et al.) __»��rn_ 0,500 _»m`t 124` 934 - _'"'^=""_ 35.000 90^ in Ratio of mfmar spac size m��r 8 . 500 124. 934 _ 0. 0000 in ^ 2 � sand (Reese, �� �m � wom, Axial Structural capacity = M5 pc Ac + Fy As ^ - ��.^ ��( - ��. 125.000 womivml Axial Tensile capacity ` ` 500 59A62 O60000 35.b0m - 125.000 3 stiff c]mw */o Free water M500 58,061 9999360 - o.mo*un - -18.41940 30.500 58.061 9999.360 M0400 -____-_--___--_-----____-_---_-~--__-___-_-____~_--_____ --------------------------------- _ Loading Type static loading criteria were used when computing p-y curves for all analyses. ---------------------------------------------------- Pile-head Loading and Pile-head Fixity Conditions ------~------------------------------------ ------------------------------------------~--------- computations Of Nominal moment Capacity and Nonlinear sending stiffness -----------------------~------------------ mvinJ thrust force values were determined from pile-head loading conditions ww*her of pile sections Analyzed = 1 Pile Section NO. 1: ----------------- Lenvth of on = 15.50000 ft sha t Diameter 48.00000 in Concrete cover Thickness 3.62548 i n Number of Reinforcin Bars = bars Yield stress of ReMorcing Bars 60000. psi modulus of Elasticity of Reinforcing Bars = 29000000. "=. Gross Area of shaft = 1809 sq. in. Total Area of mwnnforr�v8_steel = 9 sq. in. u f steel me��rnrcewout = percent E6m *m Bar spacing = 6 in maximum Concrete Aggregate size = 0.7 in Ratio of mfmar spac size m��r y � 1 � 7 f a of ei�w 0. 0000 in xvial structural capacities- ---------------------------- 8 0.87500 wom, Axial Structural capacity = M5 pc Ac + Fy As = 66953 7.62957 rewsile Load for cnmmkimg of concrete = -780.739 kips womivml Axial Tensile capacity = -576.000 kips Reinforcing Bar Mmensions and Positions used in computations: Bar Number Bar Diam. inches Bar Area sq. in. : inches ° inches _____ _____ _____ 0 .87500 ______ 0.60000 ______ ^ . 0 .87500 0.60000 , - 3 0.97500 0.60000 14 14.09760 4 0.87500 0.60000 762957 19.41940 5 0,87500 0.60000 0.00000 M93702 6 0.87500 0.60000 -7.62957 19 . 41940 7 0.87500 0.60000 -14.09760 14.09760 8 0.87500 O60000 -M41940 7.62957 9 0.87500 0.60000 -19,93702 0.00000 10 0.87500 O60000 -18.41940 -7.62957 11 0.87500 0.60000 -14.09760 -14.09760 12 0.87500 O60000 -7.62957 -18.41940 1PACTCA 11 13 0.87500 0.60000 0.00000 -19.93702 14 0.87500 0 60000 7.62957 -18.41940 is 087500 0:60000 14.09760 -14.09760 16 0.87500 0 000 18.41940 -7,62957 NOTE: The positions of the above rebars were computed by LPile minimum spacing between any two bars not equal to zero = 6.90404 inches between Bars 11 and 12 spacing to aggregate size ratio = 9.20539 1 13.973 Definitions of Run messages and Notes: -------------------------------------- C = concrete in section has cracked in tension. Y = stress in reinforcin steel has reached yield stress. T = AU 31$-0• criteria Lr tension-controlled section met, tensile strain in reinforcement exceeds 0.005 while simultaneously compressive strain in concrete more than than 0.003. See ACI 318-08 section 10.3.4. z - depth of tensile zone in concrete section is iess than 10 percent of section depth. Li i t um agma %&Wwwww n I I Lai Axial Thrust Force = 13.973 kips Bending curvature rad/in. ------------- # Ii . __718.4056 1433-1724 2144.2371 2851.5994 3555,2594 4255.2272 4951.47`24 4951.4724 4951.4724 4951.4724 4951.4724 4951.4724 H lo.qrva 1'> I # H lo.qrva 1'> ------------------------------------------ summary of Results for Nominal (unfactored) moment capacity for section I -------------------------------------------------------------------------------- Load Axial Thrust Nominal mom. cap. Max. Comp. NO� kips in-kip strain ---- ---------------- ------------------ ------------ 1 13.973 11839.918 0.00300000 Axial Resistance Nominal ultimate (Factored) ultimate (Factored) Bending stiffness Load Factor moment capacity Axial Thrust Moment capacity at ult. mom. cap. W for moment in-kip kips in _ kip ---------- ---137827730.672 kip-inA2 ---------------- ------6---- 0.5 -------11839.918 ------------ ----------- ------- - ------m__ - - - -- 769- .- 48__.- 0.70 11839,918 9,781 8287.942 137320301.554 0.75 11839.918 10.480 8879.938 133209783.799 -------------------------------------------------------------------------------- Computed values of Pile Loading and Deflection -------------------------------------------------------------------------------- for Lateral Loading for Load case Number I Pile-head conditions are shear and moment (Loading Type 1) Shear force at pile head 17880.0 lbs Applied moment at pile head 8100000.0 in-lbs Aral thrust load on pile head 13973.3 lbs Depth Deflect. sending Shear slope Total sending soil Res. soil Sr. Distrib. x Y Moment Force S stress stiffness p Es* Lat. Load feet inches in-lbs lbs radians psi* lb-inA2 lb/in ---------- lb/inch --- -- ----- ---------- lb/inch ---------- 0.00 ---------- 0.9617 ---------- 8100OW ---------- ---------- 17880. -0.0114 ---------- 0.000 ---------- 1.375E+11 0.000 0.000 0.000 0.465 0.8989 8200649. 17890, _0,0111 0.000 1374E+11 OMO MOO 0.000 0.930 0.8379 8300700. 17513. -0.0108 0.000 1373E+11 -140.5327 311.9614 0.000 1.395 0.7788 8396326. 16281. -0.0104 0.000 1.371F+11 -302.4307 722.2913 0.000 1,860 0.7216 8482494. 14126. -0.0101 0.000 1.368E+11 -470.4236 1212.5425 0.000 2.325 0.6664 8553995. 11028. -4M9728 0.000 1.365E+11 -640.0938 1786.6883 0.000 2.794 0.6131 8605521. 6984.7868 -0.009377 0.000 1.363E+11 -809.0694 2454.7126 0.000 3.255 0.5617 8631848. 2006.6179 -0,009024 0.000 1.361E+11 -974,2792 3225.1258 0.000 3.720 0.5123 8627831. -3872.2965 -0.008670 0.000 1.361E+11 -1131.4081 4107.3924 OMO 4.185 0.4650 8588585. -10597. -0.008317 0.000 1.364E+11 -1277,0868 5108.8130 OMO 4.650 0.4195 9509581. -18097, -0.007967 0.0100 1.367E+11 -1409.7366 6250.1652 0.000 5.115 0.3760 8386688. -26304. -0.007623 0.000 1371E+11 -1529.1869 7563,9263 0.000 5.580 0.3344 8216198. -35126. -0.007285 MOO 1.374E+11 -1629.6243 9063.1047 0.000 6.045 0.2947 7994993. -44448. -0.006956 MOO 1.376E+11 -1748.2434 10781. 0.000 6,510 0.2568 7720784, -53970. -0.006638 0.000 1378E+11 -1666.8133 12073, 0.000 6.975 0.2206 7394734. -62935. -0.006332 0,000 1381E+11 -15423968 13007. 0.000 7.440 0.1861 7020678. -71140. -0.006041 0.000 1,384E+11 -1394.9366 13941. 0.000 7.905 0.1532 6603217. -78459. -0M5766 0.000 1.388E+11 -1225.0389 14875. 0.000 8.370 0.1217 6147640. -84772. -0.005510 MOO 1393E+11 -1034.6480 15809. OMO 8.835 0.0917 5656056. -91618. -0.005274 MOO 1.399E+11 -1146.5303 23268. MOO 9.300 0.4628 5128814. -97142. -0.005060 MOO 1.406E+11 -829.8456 24565. 0.000 9.765 0.0348 4575784. -100824. -0.005005 0.000 1.133E+12 -494.4086 25863, 0.000 10.230 0.006970 4007755. -102475. -0.004984 0.000 1.136E+12 -101.7752 27160. OMO 10.695 -4.4208 3436641. -101887, -0.004966 0.000 1.138E+12 318.0532 28457. 0.000 11.160 -0.0485 2875515. -98853. -0.004950 0.000 1.141E+12 775.0998 29755. 0.000 11.625 -0.0760 2339607. -93164. -0.004938 0.000 1.143E+12 1269.4263 31052. 0,000 12.090 -0.1036 1841258. -84781. -0.004927 0.000 1.145E+12 1650.3659 29642, 0.000 12.555 -0.1310 1394829. -75231. -0.004920 0.000 1.147E+12 1771.0747 25141. 0,000 13.020 -0.1585 1003613. -64979. -0.004914 0.000 1.148E+12 IMAM 22313. 0.000 13.495 -0.1859 671573. -54035. -0.004910 0.000 1.149E+12 2019.3355 20207. 0.000 13.950 -0.2133 402394, -42463. -0.004907 0.000 1.149E+12 2126.8940 18550. MOO 14.415 -0.2406 199397. -30317. -0,004906 0.000 1.149E+12 2225.4867 17202. 0.000 14.880 -0.2680 65686. -17643. -0.004905 0.000 1,149E+12 2315.9363 16073. 0.000 15.345 -0.2954 4066.7770 -4485.8100 -0.004905 0,000 1.149E+12 2399.7456 15105. MOO This analysis computed pile response using nonlinear moment-curvature relationship values of total stress due to combined axial and bending stresses are computed only for elastic sections only and do not equal the actual stresses in concrete and steel. Stresses in concrete and steel may be interpolated from the output for nonlinear Pan 1 4 bending properties relative to the magnitude of bending moment developed in the pile. 0.9617062 inches -0.0114257 radians 86341M inch-lbs -102538. IDS 3.4100000 feet below pile he 10. 3850000 feet below pile hel 59 1 1 -------------------------------ary ----of Pile R -------------- se(s) -- ---------------------------- summespon -------------------------------------------------------------------------------- MMEM » Load Type 1: Load I = shear, lbs, and Load 2 = moment, in-lbs Load Load Type 2: Type 3: Load I = Shear, lbs, and Load 2 Load I = shear, lbs, and Load 2 = slope, radians = Rotational Stiffness, in-lbs/radian Load Type 4: Load 1 = TOP Deflection, inches and Load 2 = moment, in-lbs Load Type 5: Load 1, = TOP Deflection, inches: and Load 2 = slope, radians Load Load Pile-head Pile-head condition I condition 2 Axial Pile-head maximum moment maximum shear Pile-head Case Type v(lbs) or in-lb, rad., Loading Deflection in Pile in Pile lbs Rotation No. NO. y(inches) or in-lb/rad. lbs inches ----- 8634128. in-lbs -------- ------------- radians ------------- -- - - I -- V - - -- -- 17880. ------ ------81000W -------- -------13973. M = ------ --- 0 - . - 96170624 -------- -102538. -0.01142567 The analysis ended normally. VX*rT'% I K Y 4 £ State of Coloradm Plan Approval STATE OF COLORADO FACTORY BUILT NON RESIDENTIAL APPLICATION Nomf of vmqecb plant stmat 016*4'art P aaa t D—Nxerbar Fibrebmd r ra i rl 1300 i3avara girt i riv 0 Plant Mailing Addrew Plant Telephone 1300 Davenport Drive 318137711030 fax Not Dean Williams 318137116391 Contact PersvrOitntalt addvtss., Tolephone Not dearl.wit SSfibrebond.com 318137116315 Third Party Ineptcdon Alrancy, 'relephain, Wt NTA 5741773f7975 Mallino'Adaimm F"'No'. 305N.0akJ and Av a panee,JN46650 $74177315739 ---- x 2012 I-Code Compliant Ro*f snow food so PSF Floor Design Load 1 50 PSF — x 2011 NEC Compliant Wind Design speed M111—ARMPH Occupancy 6-2 x 2012 MCC Compliant Seltmic Zone C 20 IECC Compliant E" > 200,,,F �()(), S oxcupa vi cy (wa-) NIA 3 Phase minimum 2 oopie xwojrn 3 copies) !Per worylottatton klialtortbir Plan Approvals: Square ftmiave) x (factor indittawo below)* used porgon anify MANUFACTURER CERTIFIES thWoNyapproved malettia4will betwedand ft Installatlare shallIts made In acoordanwwIth approotdpkane and apphealAe codas and Provisions of the Colwado DMOM of F 'oustro. Manuracftm agrees to j "W j ospec is in o f uA b rno neleodured under the above plan ftdav ban ft ras kfe u rW un if g ji e ubjazt to rolwaido stakilles arid ~ le tromkiduted or is to be 1k + lig Colorado Division of Housing Technology & standards Section 1313 Sherman Street Room 321 '- Denver, CO $0203 * (303) SN-460 * FAX (303) $66-3072 I Refer to the P.E. structural calo page that makes page 43 of 49 of the entire specs.POF file. The design should conform with the 2012 IBC and the ASCE 7-10, not the 2009 IBC and the ASCE 7-M. Please revise. Also, for IBC projects, please be sure to use V, (as described in ASCE 7-10) for the wind speed. Please suixnft revised plOnS/Plan SnOrMTK original , submittal and include a copy of this report to the Division Of Housing- Reviewed by; GMg.6Wr&-' Date: �1_31/13 ID, # 4010 manufacturer Name: E Daw ---------------- Flail Approval nW) I h cedify to the C o l ora d o Di of Housing that the above, re f emnee d approved plan Tn" the millimum r e qu' remtats and Will be c*nwacted in woordance with the followmg adopted con struction codes: D No Stair Revisions ROquirad 0 Stair Revisions Required MmufacturcesRepresSAntiveXame R= -------------- --- ---------------------------------------- ........ ........ .............. - ------------------------------- For wa USO Only S t * Revisions Approved: ( ) R ev i s i on F e e Rweived (LNMJ Apni 17,2013 Re: D Ifr, x 91-o" Equipment Shelter Dear Mr. AndersOn: izuu uavenpon Lo— minder, LA 71066 oice (Soaj 824-2614 Fax (S18)VV9210 mrA,wjjbrebortd,com April 15, 2 013 RE : fibrebond Colorado Envelcp An-Mysis — Bullding'D I VO ("I f'; I t I i� (� - I v 0,- fe- I fiw m�� wwwmkktA9.4cOm I Bob i�inrrs r i S tGttGrtl. � tt -' � Director of Engineering ,April 15, 2013 Page Utility late / g J.f Ri'� + "" b Qr3 /b , g X / r SnIall of mercial averages V%N3. � "" i� $A X+.d r�4 fro"' the 201p Colorado r 08 Utilities Report frog, ti G overnor's Energy OMM weather Information CO dtypical cold climate Leaclville, La ,junta, C (typical cl °ra ate1 t1ri )e i v _ z1uj AL t "tr bpvorn 1 lto f, It -M (U - 0 -Lt915 Kati, ti -5.13 (U-0 135; Option 2. Roof; R -17.52 (t3- B.E95iS( vval4; Varies Wall A: R -13,98 (tt- 0.07153 0 W 3: R -13.26 (Li- ().075 o Wail D: R - 14.35 (U o partition E. R- 16.65 (U-0.06DO o option 3; it-49 (Lt- o.€12041 Wall: R -152 (U-0-06579) §N & Director of Cnglneeflng % %6 !% 2013 Page 3 a +` c eel cc tn t c^ _.�. x LL W w L q In i� d6 dd d4 0 LLB UJ W t in v14 S+ 1 V4 P`+ r4 to V ° C e LL 00 � UJ LL p dJ? q"V ft3 r-A fwd $^^ Yd7 4� ti.d .«� " vx r4 chi ip 6Ci C9 C hd y , itY $ m... dPY kD in i'+'a ON r^! rid rd e^4 dJ ri rd Gtb. «i ti iL CAS 4„»-+ Eb CAP C3 p"� ikS a tLi • ua S ,rte`^^ 63 d uj $d 0 ca c U' � � 4_ 0 L ,. I m �' ` tp 00 W Q cr kn 'cr UN It it t> C> C3 Q C? G{T R 9k. P co cq D 4 00 in m to N $ It 0 Yf #R it it it it ag vi p < C.3 tx I L , -. 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' 0 in L ca , t w • ♦ : I! - K: k. • . q RJOQUO E � w p t� C a4a w k h k a *9M`i a'* tltl4 a �� u+l ♦ • ,.ai a'.. na ,:'.i a a t a # 4s -/' iaa Y at ,. i a � S. Doors and access OPenhgs ir CRaEs *P to see led. rr { a T z e i w a ♦:: a:S Y *.. i q doom r ., y i a Da-a Y Do that open dket* from a $We l oss ftw 3M sq. k in mec i m avenurd or "oterwe Pfl �Mh ! a 9FC a R t i.. w r.. ...a Th e a= r Zone i ". Z R: hr.: 0 The skylight area t da Yfi W ZOW i..k h" as a A � • ...: ♦: a a e a " 103 p,o 12 VERMO WI SS Pop 2 of 12 D rw k '.,, M Y i or ate d ! . a-. and dsWbuW a rea in Oyws'eivap .,, + z Ol wa # �" yy:• as the Wditionst fftiOrr-Y P Im-as r v t y M R P Of !O f to O g for bulki Me darkat and rVhbng. Report dIft- 04115M "flde: D4M2 VEPJZON VVIRaM 9 of 12 ra U d. ar\ LJ CoMclieck S version 3.9.1 Interior Lighting Complianc Certificate I section 1: Project Information p Type- Now Condmctic t WN WIRELESS ♦ u -twim, �, ; �j-90.12 VER • C"�44'L'A,2. U =_ &Wq 9 and Power COICUIa m hfin A . 1, ng Fixture schedule R ' • . . mm mu.�� Lt'ghtingwaftage: ID WWI altowd WOM' Total p watts rMst t k Ow or at Allowed WOUW- 199 pmposadW8ft9IIAl C YES 0 c 0 Floor Am Allow8d Ailowed Watts ft" waft I M , to - f - NWvmd WOft C Lat'ps # of FbI ( x 0 ) Vhfturos WatL 7 26 l pfoposed Watts Mir ♦ R clams OVIWO pnied TMC €3 -9212 Wf� pap 5 of 1 . „ . w ,. p rdiect Title'. D.9212 s :. � Lighting Z01 :: D EAN VERIZ jIOLU qhtInQ ArO N Main envy t . 1 1 Secti 4: Requirements Ch t T O j S jT big Total Allowed Watts 74 Total Allowoo . #' Contro S and Wiring: t 101 f 9�' 2. All h t� a c by e i e t a ( fit. n 1 e an astOnOml VINKOK or p to - d ,t to La S . Ali o capable 1tt hou of Ext erwr Lig ht" Effi Reporidglis. 04116113 12 VER90H WIFELESS paW 6 of 12 Deb :11 �x ..�,... .. .. V pCqt k \ 0 ,412 \:7§. » .< \¥# aWOm tkO ��� r w r 4 # }: BEEN NVAC (Site R «r { } t of % } or f o(oondftned floor ama !` w % } } % % } M. i }% pR Report datw: 04/16M3 r&: "E2 VSUON WI page S of 12 Date x lon ar M�MAi �^i Dot e�sxe its a � a projed lift D43212 VM90tl P i 1 of 12 Daw marmow. Lwmw.cgk - systms with host TeDamrY. ♦ O dMdua zonas communicaung w*l a caniml conUd Pst*l- - Muttjpj,_,zovasystems wftut OC f inl sAtwm with a deggn mAdwr aJAOw In$ then ' cfm. Ws fto 1200 dm. spwes vtmm " vjwy drftow rate r(bus any n*a*wP OT OutOOO tmttsfOr * reW'mmnt is Repod doW, O4/l5tl3 pMp)d Mos: D4212 VMWN WWS-MS ftp 12 0112 Dab slonamm Linwe&o* "i"t,s Fa rd it # Sotant r it c at t r is u set C0nt2ir i p'*Ty C' "n# System : wtatch ��desion d to offer maxinv rn indo Cooling al x0 mdnlma'i cast yr thaut a ir+c valuable in cor ticas2r space: or outside Wound space. This unit is etas ideal rodud for uerS tit"# � tic tiott sta a taiecxxm iu }i'r-4 lion slrvclur s e,d o th er e tf6 , „4nt taa„it3dsngs. F adcry or field tnst lot d sscasi s sr av„ able i rrlei specific job requ"trerverals. ' `p:. ' fit - is d' A ,. .: Sw ,. '"'?µ ., &'.fUrva!'ntira'7 F`£rans*d COpl r cabts; i,ltg id t.sn+' F'ttk r y#YEera Ewh - Circuit caeaakem 55nradr W '!'jec:tstc hca4 verst as Com >va r ht c eahantad Y fu, f ar rn xzmum heed Sdy»dd o t ad u ate. Poe ":_ cistern a afnsi mo sbrrm. xdG3 dr36 va#i). °mart twva K,b "P160111 for 0 KVd oeCUiC hRuA irau °.ransfet e� CwtgY ettdsaa. F fif9dY+�i Tk�tlf con trot S !'�C9t810.: ,s eh,,"*r:8.E5... stop capacity Compressor' Er nomon � ,, 'Twin StOWOM M'>V? air quietly~ t- Staa9e ,. is St am on OR ufr ts, euxaviQ Ct- delay 11 ro $fl po Top: ndord taaaga W water C'. d ° ed Por e �" ay ecy. ..ter ati-.I. s d ir3m nl t° Mr 101- a!r$PCatt� 4U5t%5@."d it>r h S CCa u ^f1i tt 62tr it po x et tntarrupt. 12G fiv-D o �y Flashing d.4..in [1g• g 9 W er ale.. 51tr d Prorrt¢fit and low static ion 2 -Stage Ck3t, and by S Jor P , :: �..... h standard to,„atuce can All m ts- Gran rs. Fartary i F ' t cera models have at motor. WOW to a, staavdaed as as e, end and kaw prassum cantrials. is }gh L Pressure Switches are n dard nn 2'• go . & ov m oulout 04M rt" are Matto- �teset St d on M VoIs' BLAa*en 1061- yhs, help to easwe ease of start , at temperature's and t of Electrical as onR enF. c ~wear drerrfr tho rep aaso l its, Air Ca}a "carter Camp t s& Are eestay ibte for u the"'ostat Provides , arcia4 pot} - : pr S" are far increased ;'S and Malrojessoce thcvugn gala etrapan q Features Ftt`y' e tececo, to . aontp' >'t:'.S" -# Start Kit APTCRcu, ssor'460asstet quigaer op don and t cvcg ar.the, �. f" « rti#e� Low t71�$Lt t rp.Rtrtt t "< Ao t T Cc:e ::q "x tefi abilo, Prat an rr $}te. d -OUa b reaker, F fl oy" '• l..*,C S";aodard alt Rmststorj & eA ed al ;. ". ts. So a ltPtitt ciesaddn f I e a zelaje et% to '1+f Tcans`f t e Se ;sM gip,. " ruo inc F @.Md�3'.=.s.p. Wt 7'WA Ctf'C..} kab.. to 4ao l? CKSrYe9r r' taC 5 tf f c4i t' h rx , LC&.'�£r dnpte6rag erant pkar a the A P 1 Ala trap at s: Zvi -Air }$rttR'arKt r ." 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DeAv� LaAD valf roo PLf 1>6AD LOA� AT EQkWMENr low Iq Uve LOAD ISD if St iF, SPAN MA- MIA M 7 yv = asse th omy, AN SIR -M tq. 11.5 th fLom To WALL OONN60'nON ve T-ott W/ ovw- "R Tr-MtMAR-y LeNc 1*0 IFAC+t fe 6.04 itt? f LOMTO WALL cot4NS0710N ATI>DM lt$A W/ to cov.KF.Luw L444 pa 4 flrill��IWX mm* [.� z1 PHOTO SIM PROJECT DESCRIPTION JURISDICTIOM CITY OF WHEAT RIDGE APN: 39-212-13-002 ZONING DESIGNATION: C-1 OCCUPANCY GROUP: U CONSTRUCTION TYPE: VB FULLY SPRINKLEREM A Hf'r Xo� NO. OF STORIES:* " g LS I LAND SURVEY 5 Iq dq E >qi ea 0 *WNER RICHARD & DIANE I S 4300 PARFET ST WHEAT RIDGE, CO 80033 VICINITY MAP - - - - -- SHEET DESCRIPTION T1,0 TITLE SHEET G1.0 GENERAL NOTES A1.0 SITE PLAN Al ENLARGED SITE PLAN A2.0 EQUIP ENT SHELTER PLANS A3.0 ELEVATIONS All ELEVATIONS A4,1 DETAILS A5,0 SHELTER FOUNDATION PLAN E1.0 PANEL SCHEDULE, ON&LINE DIAGRAM E2.0 ELECTRICAL SITE PLAN E3,0 GROUNDING PLAN & DETAILS Ell GROUNDING SCHEMATIC & DETAILS E4,0 ELECTRICAL & GROUNDING DETAILS 20121B(", IMC, 11)( IPMC, IECC, lFC IFG(17; 2014 NE(,,', NFPA. 99 and ICCIIANSI A] IT 1 — 2009,, GEOTECHNICAL REPORT BY: YEH & ASSOCIATES INC, DATED 10113/14 STRUCTURAL ANALYSIS BY: SABRE INDUSTRIES DATED 11125114 0 - 9 9c -4 M-- VERVON WIRELESS SERVICES 3131 S, VAUGHN WAY, SUffE550 AURORA CO 80014 S'E 202 1252 gLIENT SITE AC LUIS 9 " " Of CIVIL SURVEYOR - RIZON WIRELESS IRENE C. COOKE VERIZON WIRELESS CHARLES STECKLY, AIA CALVADA DENNIS GREVEL, P,E, ZAYO CONSTRUCTION MANAGER CLOSSER CONSULTING LLC MICHELLE MONRMAN CSAi SURVEYING & ENGINEERING 12311 WEST PRENTICE PLACE JEFF PADOVANI DAN BERNATOW 1599 CO RD, 5221 P.O. BOX 423 3131 S, VAUGHN WAY 5935 S, ZANG STREET 6551 SOUTH REVERE LITTLETON, CO 80127 PHONE: 941.587,0531 3131 S. VAUGHN WAY, SUITE 550 TABERNASEL CO 80478 SUITE 550 SUITE 280 PARKWAY PHONE� 303.4783337 AURORA, CO 80014 OFFICE: 970.726,4574 AURORA, GO 80014 LITTLETON, CO 80127 SUITE 165 PHONE: 303489,7836 MOBILE� 970,53t0831 PHONE: 720,315,4439 CELL: 303,210.8972 ENGLEWOOD, CO 80111 OFFICE: 303,932-9974 PHONE� 720.468,1303 FAX� 7204881306 44TH AVE, / |/ | /~ /| ] ' Ta LOT 1, BLCCX I D EVj?jE,q SUBDIVISION _ / / / WrTr- �m Legal Description Easements CWMM %M St M OR MOM AM M OR LM ����| VERIZON WIRELESS SERVICES 3131 S, VAUGHN WAY, SUItE W AURORA, CO 80014 TOWER INFORMATION CONSULTANT ci b Ca 0 ua ao CL . . . . . . . . . . . 7 - NOT USED 6 - NOT USED 5 - NOT USED BATTERY SPECIFICATION (EXIDE, WET, NON-SPILLABLE, wm-25, ABSOLYTE XL) EACH MODULE HAS AN ELECTROLYTE CAPACITY OF 6 GALLONS EACH. (6) MODULES IN THIS OCCUPANCY, RESULTING IN AN AGGREGATE ELECTROLYTE VOLUME OF 36 GALLONS, DIESEL GENERATOk 50 KW GENERAC DIESEL GENERATOR ABOVE GROUND SUB-BASE TANK CONTAWING 210 GALLONS OF #2D FUEL. UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 WWW,UNCC,ORG 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION 5936 souTm ZANG STREET, SUI IF 280 LITTLETO&COLORADO $0127 . t/? b 0 N 2 3 5 m 04 c dV ib �p � Z 0. Lu W • I1 UNDERGROUND � pill IIN ICI; GROUND CONDUCTOR RACEWAY �, FUSED DISCONNECT PANELSOARD L-W TRANSFORMER o1 FUSED DISCONNECT FEEDER KEY L �I LOCAL DISCONNECT GROUND COPPER GLAD GROUND ROD (518"x 10') � PANELBOARD r EM EXOTHERMIC WELD METER M COMPRESSION TYPE. __. ELECTRICAL CONNECTION I R EQUIPMENT TEST WELL a ENCLOSURE ELECTRICAL SERVICE ; i AUTOMATIC TRANSFERSWITCH W THERHEAD TELEPHONE SERVICE STANDT WEATHERH GENE RAT MECHANICAL CONNECTION (LUG PATH AND � CRIMP OR C CLAM 10 - NUMBER OF DESCRIPTION s CONDUCTORS GENERATOR RECEPTACLE TINNED COPPER Ummu GROUND BAR • SYMBOLS • UN • ' s • I1 UNDERGROUND � pill IIN ICI; GROUND CONDUCTOR RACEWAY �, FUSED DISCONNECT PANELSOARD L-W TRANSFORMER o1 FUSED DISCONNECT FEEDER KEY L �I LOCAL DISCONNECT GROUND COPPER GLAD GROUND ROD (518"x 10') PANELBOARD EM EXOTHERMIC WELD METER M COMPRESSION TYPE. __. ELECTRICAL CONNECTION I R EQUIPMENT TEST WELL a ENCLOSURE ELECTRICAL SERVICE ; i AUTOMATIC TRANSFERSWITCH W THERHEAD TELEPHONE SERVICE STANDT WEATHERH GENE RAT MECHANICAL CONNECTION (LUG PATH AND Illll�llllpll� I II SCRI III, CRIMP OR C CLAM 10 - NUMBER OF DESCRIPTION CONDUCTORS GENERATOR RECEPTACLE TINNED COPPER Ummu GROUND BAR SYMBOLS Ili II ��;�r. tt� • �� t� • a f k NEW POLE SET BY XCEL 20OAl2P DISCONNECT -- SWITCH Wl 200A FUSES REUBM � Y 3131 S. VAUGHN WAY,,SUITE 550 AURORA, CO OD014 w CONSULTANT i DENNIS GREVEL, P.E. 12311 WEST PRENTICE PLACE LITTLETON, COLORADO 80127 PHONE: 303.478.3337 � pill IIN ICI; �, Illll�llllpll� I II SCRI III, DESCRIPTION UN ' Ili II ��;�r. tt� • �� t� • a f k NEW POLE SET BY XCEL 20OAl2P DISCONNECT -- SWITCH Wl 200A FUSES REUBM � Y 3131 S. VAUGHN WAY,,SUITE 550 AURORA, CO OD014 w CONSULTANT i DENNIS GREVEL, P.E. 12311 WEST PRENTICE PLACE LITTLETON, COLORADO 80127 PHONE: 303.478.3337 am ° o ° eUNa������� ■� Ili II ��;�r. tt� • �� t� • a f k NEW POLE SET BY XCEL 20OAl2P DISCONNECT -- SWITCH Wl 200A FUSES REUBM � Y 3131 S. VAUGHN WAY,,SUITE 550 AURORA, CO OD014 w CONSULTANT i DENNIS GREVEL, P.E. 12311 WEST PRENTICE PLACE LITTLETON, COLORADO 80127 PHONE: 303.478.3337 GA 8 IXb GS ��ryry CT c 5 C:! > 12 CL 0 ul 4 - CONNECTION DETAILS SCALE:N,Ts 3-NOTES&SYMBOLS / lo-11 to f j f d CONC.STOOP METER & DISC. SW. #6 TO DOOR FRAMES, SERVICE GROUND RE: 41F4 0 LOUVERS, HOODS & RE: 41E4,0 A/C$ (TYP) SCALE� N.T.S. I - GROUNDING SCHEMATIC verimn wireless VERVON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUTE 550 AURORA, aO SDO 14 TOWER INFORMATION CONSULTANT �j is u ��A I#1 0:*fill PARAL ZONTAL CONDUCTORS SURFACE PARALLEL THROUGH TOR AT STEEL SURFACEOR TWO MULE -LONG BARREL HORIZONTAL PIPE - TYPE HS LENGTH CONNECTION OF HORIZONTAL TYPE YA-2 CABLES - TYPE PT r BONDJUMPER TH LICH CAR QROUND ROD VEI SUMACE FIELD FABRICATED THROUGH CABLE TO TOP OF CABLE DOWN AT 45'TO GREEN STRANDED GROUNDROO VERTICAL STEEL SURFACE INSULATED TYPE GT INCLUDING PIPE TYPE VS TYPE 2-YA-2 IV HORIZONTAL SPLICE SPLICE OF HORIZONTAL :Q�R V 21PE CABLE DOWN AT 46'TO CABLES TYPE YGHC RANGE OF VERTICAL PIPES TYPE SS TYPE VS 4 - CONNECTION DETAILS SCALE:N,Ts 3-NOTES&SYMBOLS / lo-11 to f j f d CONC.STOOP METER & DISC. SW. #6 TO DOOR FRAMES, SERVICE GROUND RE: 41F4 0 LOUVERS, HOODS & RE: 41E4,0 A/C$ (TYP) SCALE� N.T.S. I - GROUNDING SCHEMATIC verimn wireless VERVON WIRELESS SERVICES 3131 S. VAUGHN WAY, SUTE 550 AURORA, aO SDO 14 TOWER INFORMATION CONSULTANT �j is u ��A I#1 0:*fill I m W 6 b 0 er ca vs Ct 5 cv cv HE MAIN GROUND BAR #2 AWG SOLID STOW #2 AWG STRANDED GREEN COPPER CONDUCTOR TO INTERIOR HALO 2 - GROUND BAR DETAIL SCALE. N,T.S 11 4 - GROUNDING SCHEMATIC SCALEN,T.S. NOT USED SCALE: N T-S, verr,Mn wireless VERVON WIRELESS SERVICES 3131 S VAUGHN WAY, SUPE 55) AURORA, CO 80014 TOWER MFORMATION CONSULTANT DENNIS GREVEL, P.E. GROUNDING SCHEMATIC & DETAILS VERVON WIRELESS SERWES 3131 S. VAUGHN WAY SUffE 5W AURORA, CO 8W14 4 E CY e uj a. CONSULTANT 0% ■ u ELECTRICAL & GROUNDING DETAILS m M,* • ON,= Fim-mt*d (R] I How F4m-mk4d {J HOW fl goof Lw L004 QU) - 2011 w Floor tht Load (RL) - loll CommW*4 oft'd L004 of wbury - 14am 1w UE " 1-5 Rat Um 000400 G"WZ* AX bd (00 :r-!r y ?'-$* - $M SW 1-5 RK UM) tumuo"i NU 001 2012 womotow Ww Comowfam COO 24612 ON,= Fim-mt*d (R] I How F4m-mk4d {J HOW fl goof Lw L004 QU) - 104 PS1 Floor tht Load (RL) - 40 P0 CommW*4 oft'd L004 of wbury - 14am 1w UE " 1-5 Rat Um CoKeotteW Mod U*d A GdAUdO - AX bd (00 :r-!r y ?'-$* - $M SW 1-5 RK UM) W* View Ut4d (Z-34C"d Camt) (4 . Wo 04 *d Dome . (C) OU" <*"illy - Nt sdsmk $110 Coo# a ktm.- MAN" (4tz*t $44 be woat4 selawe Iflipwtaft" NOW (it f" St*ctml 0"mvt ad4dwO ($1)/(S11 -- t-00) t60 soult* 0M S C4114ty Us k rm em 0 WER14MIE PRECAn SMA WAUS Cr oadl Snow Low go fsf sr4w b" M $A*w Ewsbto Fwof (CO) 1.1 Ttwmol r"i" (a) 1;2 not Root Sntw food (M) at pst } tde is aR W#Rvmmd 5t 0" *od eqeWmA 7 MQ4 sbol ba s4ect4 *,q a 10004*0 v*' 1 4 23 doys, uppuil ty oikwo, R Wift mt 4pi%t,*d Ur tuW*Uw k * 4*4 tag cha8t 1w=*40w&q 44 $146 9. cl=m, wow - by w Ok fmw firg, WOW wt %ft w ony war &"W by ftxbwi. An X as , sboll be M MOW CmPtAftlit 6411ft W 0,00 Us kobild *W Wod Oct W (OdWY am wtolw t i m V * a p m od wwakd d Olt IL Tw Ukug Cultold lt," t4 Aod SKAL ktm.- MAN" (4tz*t $44 be woat4 U66d 4ray bo Wi �m 'Okw kft4 40 $14 XOPKI 10 ft WA 4AWtj W149 6 . ow 0&4 OM 1.&6044 k4aum cw" itA to ARO t"&40". ASSONA115S, ING. 4 SHED ROAD BOSSIER017Y,LA Mil State of Colotado Division of Housing PLANS APPROVED Subject to field inspection mm mgmmzmz�� Rev. 05-04-13 MIA M13#73511 Pm El ER I �. � �� M I 2 Y - 7 1 `9 OFWK DOOR C40"t --I �l 41 MINE WTIONAL SUNM r9w - pr - F - I I 8= ID �Mfmmrfl �lm �.,m f �� ON 2' -* \ tai? �.._.� .. M M^-.R 0- mm wwm ., US ED FOR O► ] AWNWDW To WALL . O g a/YW AM a i DRW ptL t y U vo M EN Q „_ m Mom .A ..,�. �, 4�. �� `�... ��� .. ...{ 10 0 I } �'``�_ UAD State, of , ,I 'ado Div ision of HC us in g J une ' t 4 RAC 12 d FVnw 12 V � 1,, ` / ) I OA " 14 APP `" wmvm Sul t o field fi IspecW amm LVRM 20 4S 24 - 6752 RECMA= 26 xs ��ik ►�Mj,��iy�i�u i�i��uui u� a �„ �� �! j� �4� �, oufmmn k w " # t s A ��ik ►�Mj,��iy�i�u i�i��uui u� a �„ �� �! j� �4� �, oufmmn k w / ief-) C, 'k, mom m- I I Va UP i F, I 1IR IN a aw & pws L2 BLX is L7# 3 wto 1w A Aw)o WA00 Tw tmwf ax m AV* am MMA AN AAVA fo PINS Jig L Rm 3 State of Colorado Division of flousing I w 'xE w R S " wm hT M XAM 0 u REFERENCE DRAWINGS REQUIRED TO COMPLETE THIS SHEET f2a V PM" Tru Tw km fwa Ic SE"tr 1w Xm cogrAm OL apot Smm. OLK w- J$2 MO 1 AMP ME m WE 3 State of Colorado Division of flousing I w 'xE w R S " wm hT M XAM 0 u REFERENCE DRAWINGS REQUIRED TO COMPLETE THIS SHEET I V.". IT T Z". ravl." Lu m at tfi9 t. s. f X m State of C"Glorado Division of Housing Afile 3, 20 13 am moufflu IN= I MI 0 - - 4 -3 4 7 NOTE 4 12 t �* 1 . + eg xp pa + p� lle Z d S PG W f, 3 UST 1 " CAM RACK U-K0. 10 BE D DWY is NsrWm AT THIS LoCATM � is 9 1' . R EFE R ENCE sz ` TO °1 COM •raw -�+� a .� a a aM: I a ' I I lqRE3E=*i kit -F;l "I cA #2 ? \ #: §< -. t I f =MIM » \� \� ' � \ B ƒ � { � ��� ,� �... �� �' "� ��, .� f . -� PLAN BE rPPROVED COU PRESSION LUC TD Qt k 2 SOLID TINNED TO B NB Uri J A CLIPPER :�° GR�IttNt� SI S,S: LO t.�INC�13A Ltt � � � �* �a c INK S.S. LUCK WSHS AWG QRMN ` t1e CLIPPER S.S. T WAVER t t ° MIN. AS RE BLU NT COMPRESSI TOWARD �� ` {'FAQ) rS (REQUIRE D ONLY I HER POW MM GROUND TIIN MATERIAL IS Si C 2 AMID PER * SI( OF GROUND M LEADS INSULATED C (UP) MOTE $. OCLOSURES. INST WE MATERLAt N S QP tIX� C�IAI}�I n SEE GROUND L OR T °° ENCLOSURE PLAN BE rPPROVED COU PRESSION LUC TD Qt PROVIDE AND INSTALLED AT J2 W E SOILD TIN NED WE BY UCTRICAL COWWOR DROPS COIL lv—v OY'I TQ DUBM GROUND RM RAG N INSTALLED IDS I GRffN INSUATED � OG WRE COPP TO MOB APR #1 v "tt R H I KS SCAM N.T.S. k 2 SOLID TINNED TO B PROVIDE AND INSTALLED AT J2 W E SOILD TIN NED WE BY UCTRICAL COWWOR DROPS COIL lv—v OY'I TQ DUBM GROUND RM RAG N INSTALLED IDS I GRffN INSUATED � OG WRE COPP TO MOB APR #1 v "tt R H I KS SCAM N.T.S. W_; State of Colorado Division of Housing June 3,-2013 mm 12 I -44 V cr> LO Owl. 1 1/1 - HOLES 7/8 HOLES APR M1 1 Mo 111; -mi 11UMMOYM Kts. V97-78& -rIE DOWN P .197M RAW MATERLAL 3/8" PLATE N.T.S �. d �" �� 0 c 0 r It FA T , m EL F tY 3MeiF" a a.,ac w.+ — !4 g,— AtLaulmmumM L. ALL UFTlW POWS r� .a a :x • sa. tar a'.. a .. 'a'. a .{ " # a. «^ t,. a P att `a4,: S l 1 k^C •.p' aat' "M& 'x at ^ P .r iS is {.. a ...a. a• «t Yk ' ..�.�r :: a as a •p•.. . «. alt . #�^ 'a* a i sae:sa 0 c 0 r It FA T , m EL F tY 3MeiF" a a.,ac w.+ — !4 g,— AtLaulmmumM L. ALL UFTlW POWS N Momom U��Mlm s RON 13 �. =0 ITEM row UST (M LEN WOH ITFM Nol = ew NO. A&°M 248 DESCWTION BPS — FOAM VMATION - - 1 i8 x 3* Divis ion of Housinq 14T 1.1 7 12 is — 1 2 - T2 — - 7 — -- 124 9 3 _VIO11447 4=0 =1 -- j7 -- Jul* :3, 2013 - 6 —T3,0 — 2, - T - 3 — 0=8 6 810--11+43 224.3' i! FUM, m 60 2 7 $10-11 4 iFODW BE3 3 x 24 9q ALL FMM COM'M BE C1 ED e As ON 8 198 12 HM mili All EC" HE* 9 810-1144M 13 1.3 "RE 14CS 11-6 x 20-n M-t15 E 10 4-1 T T A4 PLANS APPROVIFD It I Jfthi",-f to fiaW invawnrfinn t—in, r N Momom U��Mlm s RON 13 it ,.�w.� State of Colet Divisicin of HCUS44j mm ll E IF J� Fmalm M m 4. �XTQ ft-W Ma so Ttpj�A. SM MM OUM- SHEU FM ... . . ...... & %Ium LENG" DK*I*L DMDM — '316 1/4�! 4 5 FE* ALL MOFEWE M%M' IN C*RTWL Ix" VrA I rafals—zM. CAM SEAW F(A AIL OIRER FMHES MW CUT % Y I/Ww MAW AM 'a FN04 MD OVE 6, sM u" COVR SHEU fOR DaMOR Guxx LOMM. T SM SRWS SO, $V & sq MR SMTM AW DEMs IiN M H �a, p �'`� �;* ,� »�. State of Colorado Division of fiousing to 3 2013 J IYPM V* WALL WEL. SEE W= OM SHEET Z 3. SIDE PMEL COff OWN SIDE UP XL RWM QM 60 TMM; SM WX MAIL SHEET M RM $a 4 W= LEM" 4. DIAOMW- F 5. FOR ALL AQWBAW FMES- FLOAT IN CORM JW OW SM. FOR ALL OMM HMM $AW /g DEW com JW. B COM SHM M W9M FUSH AND WAW- ELUM0.N-J-<E-y 1. M LMIIML sa %M So. S8.1 A S9 MR SWUM 40 DEWLS MIMIM MMN mmmim ��� �., '. �� t I . v � # r ^� Watt P M FINISH, SEE MALM w ��" CM SHEEr v , Ilr 3" RING INSTALLATIO FLOOR , Li1t5 WE - B fNc 4w or LIM I 'WW PLAM V LL I . v dw�vi •si i i ir4v.;„eey� EPS FM KW 16 FEW amm a MUM "ru IV 1 6 ABO � S R... WnM IN r FA x 6 W7--D TOP OF FWDR WELDED WIRC A Er MIN. 6 X 6 Ds raw ON 4` REF 44 PVC %Eta �f WIRE . ms• LOCKlE PM Km 1111011, rasa i' 4 « tt. d .i. e+eh'R 7 at �° Y R 1 0 ,�, ,, ,. ,x : :." F-42 CWRETE ANCWOR 16 REBM 16 PERNETER ROW " SECTI T 444" MN J —W 1 0 • a a .a X t ii 6 K 6xo t5 wELDED WIRE FAM } yy y F OR UM "fix 'a,bleft to 14*- inmptchne FLOOR LIFTIN MACKET s dLLk � t i + ° ' � "e` °dP�'i +,"• 4 +'! 4 ♦ � $ e � ( 9/' ."R d r ��'� x _�" • . x � r 1 � .. ... � t �� ^ # e r '�' • f. �. + e s. w CAM �p,y P R w � _r "1 y Y w e « + fib. �,*� � � " x .d am f { r "�w . '�. EPS FM KW 16 FEW amm a MUM "ru IV 1 6 ABO � S R... WnM IN r FA x 6 W7--D TOP OF FWDR WELDED WIRC A Er MIN. 6 X 6 Ds raw ON 4` REF 44 PVC %Eta �f WIRE . ms• LOCKlE PM Km 1111011, rasa i' 4 « tt. d .i. e+eh'R 7 at �° Y R 1 0 ,�, ,, ,. ,x : :." F-42 CWRETE ANCWOR 16 REBM 16 PERNETER ROW " SECTI T 444" MN J —W 1 0 • a a .a X t ii Elf _7 �- � wx -W = m 0 m m HEMMM PLANS APPROVED mm m pplf $No Vr TIK X cmu Sam mmur nw Lvm CF or" oom W/ #6 111 r MUL 414 r fimm ?mum A" Ir ox Cw 'Vat w * am= MOM (WW sm am mw fvm tAm OF 9"m Moo W-* [3041 PAR"n'nON WALL LOCATION E5�vi"%F DEPARTMENT 0F COMMUNfTY DEVELOPMENT M911I16855 7500 wEST 294h AvENUE BUILDING INSPECTION DIVISION PERMIT N0. 237-8944 EXT. 255 P.O. sox sae CITY OF WHEAT RIOGE, COLO. THIS PERMIT VALID ONI.Y WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND FECEIPTED BELOW. JOB ADDRESS IOG.32~ ,~.r- LA -1 H Ad= ~.V_.. v• . V.• CONTRACTOR IND.~s cR/hi- Cr~~,Pi-iaticc' ADDRES/S Co~~ gWD ~LAG STE 3D CITY UoL_Dck~ ZIPCODE g0qJ/ PHONE 303 ~ a?? ' /Uv(D LICENSE NO. 1. TYPE Ground❑ Woli❑ Proieotinp❑ Other SorOFacs 2. MATERIAL Total Squara Feet SIGNS 3, 1LLUMINATION Yes❑ No❑ TYDS Eleet. Permit No. 4. SET BACK FROM PROPERTY LINE N _ 5_ E _ W Zone_ Approved,ZOne Inspsetor (Speeify whien is front ) ❑ ❑ ❑ ❑ DisapDrwed 1. TYPE SolidEl Mors Thon 80% ODenO Less Thon 80% Opan 2' MATERIAL Heiphi FENCES 3. SET BACH FROM PROPER7Y LINE N _ S_ E _ W Zone_ Apprwed,Zone Inepectw (Spacify whieh is tront) ❑ ❑ ❑ ❑ DiaoDDroved I. V~c C~e J ti1 - U i~ a `/lo L rJ OTHER 3. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIhu DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) . ~ ~L_DC_ 2 J F rc ~ N STREET NAME qqT H R Jc S L ~ SPECIFY NORTH SHOW DISTANCES FROM THE MAIN BUILDING TPADJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGULAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPI-ICATION FOR PLUMBING; ELECTRICAL; MECNANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE !F WORK IS NOT STARTED WITHW THAT TIRIE OWNER uc.H Uc ic~ ADDRESS 102/`E2 LN' 4 A ✓c PHONE 303 421- 3-8~-j¢ ZIP CODE CONTRACT PRICE $ ,~Ll 00- ELECTRICAL PERMIT STATE LICENSE NO. ALUMINUM WIRE UNDER SIZE 8 ILLEGAL PLUMBING PERMIT STATE LiCENSE N0. FLOOR BSM I ST 2N0 3RD 4TH MECHANICAL PERMIT N0. FUEUCircleOns Gao dl Rropone Cod Etac Solor N0. WATER CLASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER -BTU NEW SERVICE AMPS BATH TUB STEAM - 8TU CHAN6E SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refri eronl Group UTILITY(RANGE,DISPOSER,ETC.) AUTO. WASHER Pounds Char s FI%TURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS d CONTROLS FLDOR DRAIN ELEVATOR SIGNS URINAI TRANSFORMERS d RECTFIERS . SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIxTURES I hereby acknowledQe thot this applieo- tion is correet and understand tnot I connot start this project until this oppli- totion is approved. I shalJ comply wifh tha lowe of Ihe Stote o1 Colorodo and to the Zoninp Requlctions and Buildina Code of tAe Cify of Wheai Ridqe. Any violafion of ihe ab~o/ve t ms will couse immediote revocofja f this permjo- PERMIT' FEE USE TAX TOTAL FEE APPROVED CHIEF BUILDIN o_-d OT VAUD UNLESS I ~.6 d $ a~ C➢-e1 V '/s ~z~ ,Cityof Wheat Ridge Dote Issued CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS