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HomeMy WebLinkAbout4040 Clear Creek DriveCL SIGN F+0.02 FG F+0.12 T.O.F 0.015 12243 705913.823 99632.000 5457.71 CONTROL PNT 993 AT BACK OF WALK ;� -0.033 kyb 3.40 Jim rpUn ¥u s nppauveo�'�P �� soh 121 arrears"complains with CCC design pattern book mm,"C"a I is responsible for burin& p oyer y 'I anaeonebumn6 impmvemmtl wam irm to Me m,,rMi plan ona twluiMdevelepmemwaMerd�. Tne Cio n not rerponabII res 11,,r Ifico ath, anontima with, tb< pL set am my aonan,mon mora «rvltin6 fir inxcutut<Infatmetwn. landscaping removed or damaged during construction must be replaced prior to final inrywtlon_ WM1a6r(' REVIDA �DMRCME .. eCE ppka I In east at as are as abrami morable effir was tent In ch�king for care amasses, the DRI a M. rastrare, 'al art ba aconaranued In be a :amiwi ak t car an rubmmrs o. 1M,`rn1n, there, Ron Nearewer mmarsb parts 47I14ran CLEAR CREEK CROSSING JOB 1t: 257085 PACKAGE REVISION: R1 04.23.21 R, µ bearq a Y e QC Chacked ODADRI 8 24,61 AM JONES SIGN vrmarmk�.�u. STA Ore INTERNALLY ILLUMINATED MONUMENT �k CIDpICf LUXURY APARTMENTS oc 10 uro �N. M4 n.vmwww Jt%nj 1. L%�xu JONI•:.s Bion 1.0 �xm 4. —vmuvvvm� , vmnvv.® oc 10 uro �N. M4 n.vmwww Jt%nj 1. L%�xu JONI•:.s Bion 1.0 �xm 81EEL8]RVCNRE STATWO I Zu:n'��""I --- we .^Enrma DET l'J ....•-.• oWFeaiga ti . ...<x.AC pWu. u mww U v....... SECION 1UL O]' sww9 �.... JO�es BION D4E aux�Lv 2.0 SEE+ SXRm. �,. w .uax. x. e¢ ..,. .... .. w..wz.m ST.1 F MINUMS MUMRE JDNM SIGN I 0^ ���wae om rn we WA u �v WYVLLS 4 0^ W heal, U j �� xm vearmua u' eMeuiuM 3.0 II SL1 RUNWVM BTRUMRE II Jbr FVWJ filMti r &M, 7 .. RRw.11jkRRB O "' al SIGN ^^w�rryy BBEECC��xx dµaearP m �C'bing Ory.°me Y� 4.0 ST.1 CA WNG B ELEC CRL // W� MM I wiex®m�exs� �M—N♦ � I I ..wxwxmw. I Jee ffi '.. I ...,..�mwo.wo oWFea�P,a untlMl JONES SIGN �E+ wrsxm. w .uax. x. e¢ ,.m..�oz.m .w,._ 5.0 ..,. .m. .. wE STA CA WNG B ELEC CRL IMI JDNE9 BIONa`x au. _.. _ __.___ 6.0 .r.r�am. ST.1 �CTRw dWna�� mmir �o UL w 2 nu ice.. JONES SIGN ww.Mx. x.e¢ x»:..wz.m ..,. ... .. STA B EFl E 0 he,q W /l 815Eyp0yE 5113 WtA JDNE9 SIGN o`Ea ELROD ENGINEERING VIA EMAIL September 30, 2021 Adam Tuley Major Project Manager 1711 Scheuring Rd De Pere, WI 54115 Re: Clear Creek Crossing Foundation Install Compliance Letter 1-70 & Youngsfield Wheat Ridge, CO 80033 Dear Adam; 871 Seven Oaks Blvd, Suite 220 Smyrna, TN 37167 615.890.9405 pborrc 615.890.3500 Jax elrodllcXOM After review of photos, it is visually apparent that the foundation excavation diameter meets the Design drawing specifications of 24" and the required depth of T -T'. Photos also show that the support pole was centered in the excavation and concrete was poured up to the elevation as specified in the design drawings. This response shall serve as notice that Elrod confirms that the foundation was installed per the details of the engineered design drawings as provided by Elrod Engineering LLC. Thank you for considering us for your engineering needs. Please feel free to call me if you have any questions. Sincerely, Elrod Engineering LLC Thomas Gammon 615-318-3993 615-890-9405 Ext. 106 •��4(/��s iEi:iinca Digitally signed by Ernest Roberts Alley, Jr. Date: 2021.09.30 10:20:17 -05'00' E. Roberts Alley, Jr. P.E. Structural Engineering and Sign Program Management WALTER KESKE CONSULTING INC. Structural Engineer 8550 W. 64th PLACE • ARVADA, CO 80004 PHONE 303.422.1051 • wgk@wkeskeconsulting.com October 21, 2021 T.J. Malone Discount Sign & Banner 321 West 84th Avenue Thornton, CO 80260 Observation of Completed Sign Welds Clear Creek Crossing 1- 70 & Youngfield, Wheat Ridge To Whom It May Concern: This letter is to certify that Walter G. Keske observed by e -photos completed sign welds at the project referenced above. Based on the a -photo observation and review of welds and of engineering drawings, it appears the sign welds are in accord with engineering drawings and specifications. Please call if there are questions concerning this letter or if I may be of further service. Sincerely, VU '� o ICA Walter G. Keske, P. E. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Sign PERMIT - 202101373 202101373 ISSUED : 4040 Clear Creek Dr EXPIRES: Install (l) Monument Sign, 40 sq ft 07/16/2021 07/16/2022 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 07/16/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 44" City of Wheat Ridge _A� Commercial Sign PERMIT - 202101373 PERMIT NO: 202101373 ISSUED: 07/16/2021 JOB ADDRESS: 4040 Clear Creek Dr EXPIRES: 07/16/2022 JOB DESCRIPTION: Install (1) Monument Sign, 40 sq ft *** CONTACTS *** OWNER EVERGREEN CLEAR CREEK CROSSING GC (920)983-6700 JOHN MORTENSEN 018134 JONES SIGN COMPANY *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 105 / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,780.23 FEES Total Valuation 0.00 Plan Review Fee 204.91 Use Tax 352.38 Permit Fee 315.25 ** TOTAL ** 872.54 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. (DNSC)LIE:)ATEE) mutual water SOIL AMENDMENT INSPECTION WWW.CMWC.NET Date: 3/11/20211 Time: I 9:30AM Employee: Robert Hazel Address: 4040 Clear Creek Dr. Status: 201902575 APPROVED Comment: Ok to final. For Inspection or to re -schedule an appointment, please call 303-238-0451. 48h our notice must be given for appointment USE WATER WISELY - CONSERVEI i CITY OF WHEAT RIDGE -. Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:[ Job Address: V"."! Permit Number: ❑ No one available for inspection: Time QM/PM Re -Inspection required: Yee*" No When corrections are complete, sched{r%,<e-inspection online. Date: Inspecto CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: L) No one available for inspection: Time AM/PM R6 -Inspection required: Yes , No When corrections are complete, schedule re -inspection online. Date:— Inspector: DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: S F 1 Job Address: 4167 , �,O— Permit Number: 20 �e7 &,'& " �_ i C-_ 7 69 Ve AP ff OF 4V ff If 1� 76., -A-�Po el 101' I.J No one available for inspection: Time 60M Re -inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: 7 `12"l Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time --A_,M/PM Re -inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE 40400ear Creek Dr 202000903 ANCHOR ENGINEERING STRUCTURAL ENUTUREEPT Reinforcing Steel Olservation TO. me WAMepoo f DATE: June 15 2920 3I15anta Fe Drive OW. DATE May292029 Denver CO W223 WEATIER: ]Os PROJECT CaarGee A[a@nents A"ESS: 4848 Gear Geek(e sslnq LOCATIM. Wheat iane, Co 80215 PlarnmmtrypeoWwea o6)adeBeam DPaNcap oComeete Emased Gouedleg Epcolwau oColunn Type Ehnme(uleeeap ®pmlFdor oomer Iteh=Checked: ®Barsze MLapLeegth DDowDi3ars ®Barouaday ®GBaeCovel pother M Re�nloroenent was plredIn 5eneral conlwmance with approved dravings and standard Derstnctan praotloe Rerrvks sDethciencieslebtei: pointed not meet dear coverm venous areas- Contractor sent photo eowmenreeon or Eased parar on M oS2020 oPPHOSI/�Fy �`i`eaaaaol�`o .00T o 543fiT Dyes anon ryuaeC/ -.pppy MNo SaRESM someders p e Pr mot Engler 0 253510 S[aee[, Sm[e n, Dervvea, co 80211 0 303x83-4050 0 303-830-9133 FAX POOL DECK EGRESS EXHIBIT 1/8" = 11-011 4040 Clear Creek Dr 202000903 POOL BARRIER FENCING 'VV11V11V111VV vww" V"VFx ,REA PROVIDED: 8,212 SF ICC. LOAD FACTOR: 15 GROSS ICCUPANT LOAD: 548 OCCUPANTS WIMMING POOL AND SPA ,REA PROVIDED: 2,552 SF ICC. LOAD FACTOR: 50 GROSS ICCUPANT LOAD: 52 OCCUPANTS ICC. LOAD ON POOL DECK: 600 OCCUPANTS OTAL POOL DECK OCC. LOAD = 600 OCCUPANTS ;EQUIRED NUMBER OF EXITS: (3) PER 2015 IBC 1006.2.1.1 ROVIDED NUMBER OF EXITS: (3) ;EQUIRED WIDTH OF EXITS: (600 x 0.2") = 120" 'OnAlIIlCII \ARnTU A1C CYITC• 11 79111 - 4AA" NNE ,= 4 0 ■❑ 00 KE P HART community ❑ planning ❑ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com Evergreen Development I Services I Investments (D z Cl) Cl) 0 O U O � Q LU W LU O O O W � W W Q � Q W W W � � J � � W w � w J FM 0 t1of Coto �O OU N 4037 - SFD ARG 03.12.21 NOTE: THIS IS AN ELECTRONIC STAMP AND SIGNATURE. No. Date Issue 8 7.17.20 ASI#4 Project Architect DJV Project Designer KS a 03.09.2020 Job um er 215093 Drawn By HS Checked By a E,12 Z a 0 '703 d4hpafip Ain kwr,I, N Assembly Serial # 4,4 Bone Dry Mechanical LLC Test Date f Time_1= j JERRY PETTIBON Tester Certification # 720.436.261 —s 15215 E. OHIO AVE Assembly Test Results PASS Derail Aurora, CO 80012 Under Suspension - Process immediately (please print with BLOCK LETTERING) (/ Testing Company: Submit by e-mail (preferred) to CrossConnectionControl@denverwater.org, type "Backflow Test Reports" in the subject line OR submit by Fax to (303) 794-8325. * FAILED test results must be reported to Denver Water within 24 hours of failure at (303) 628-5969. Facility Name: �C- d ,7 Meter #: v F acility Address: City: Contact Person: Phone: ake: Moc4I: x - Type: )$RP ❑ DC ❑ PVB ❑ Air Gap Type of Use Protection Orientation izeDate Installed:�%—,i omestic XQontainment Inlet Outlet E ew ❑ Existing ❑ Fire ❑ Glycol ❑ Containment by Isolation Horizontal 1a41 e , revious Assembly #: V9f4A ----w. El, Irrigation ❑ Isolation ❑ Vertical Up ❑ Location: ❑ Recycled ❑ Vertical Down ❑ Approved: Y V_N ❑ ine Initial Test Results Repairs Re -Test Results Tightness Differential Tightness Differential Sl: Check VYFve #1 ❑ Leak ❑ Leak (RP, DC, PVB) Night ❑ Tight Check Valve #2 ❑ Leak❑ Leak ffi (RP, DC) ight '0 ❑ Tight Relief Valve (RP) Buffer (RP) Air Inlet (PVB) Shutoff Valve #1: ight ❑ Leaking ❑ Replaced Shutoff Valve #2: ight ❑ Leaking ❑ Replaced ackpressure: ❑ Yes XNo ITest Procedure: ❑ABPA: ASSE: Comments: oAlarm Company/Fire Department: f9%a, s Person Notified: —�T Contacted By: z° Turn Off Date/Time: Turn On Date/Time: T st Kit Make• f- Model: S Tial #: Last Calibration Date: Tester certifies this assembly has been tested with the above listed procedure and verifies the isolation valves were returned to pre-test orientation. T sting Company: Taster Name®y Phone: Signator . Certificate Expiration Date: gj (/ Testing Company: Submit by e-mail (preferred) to CrossConnectionControl@denverwater.org, type "Backflow Test Reports" in the subject line OR submit by Fax to (303) 794-8325. * FAILED test results must be reported to Denver Water within 24 hours of failure at (303) 628-5969. The City of Wheat Ridge 7500 W. 29th Avenue, Wheat Ridge, CO 80033 Third Party Form Check List Property Address �QqQ O ZAA C9EFX jDerVJC Permit Number 201 j 02 S 75' Permit Issued Date 2111,12020 Owner Information Property Owner Information Property Owner Address Inspector Information Inspection Company 13u,,.,njgc, ONE okiurNG Inspector Name 0_hw Inspector Contact info. CNA D. Tl NNr-T7r &tot o6,- OrJE, eaM 4040 Clear Creek Dr 201902575 Inspector Statement and Acknowledgement * I hearby acknowledge the roof I am inspecting is 6112 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Po icies and Proced and Manufacturer's recommendatio a pecifications. (SOA Inspector: Date: 1 /'SA I Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ridge Building Division inspection. Propery Owner/Agent: Date: This original document must be submitted to the Chief Building Official within seven days of the final inspection. Email to permits@ci.wheatridge.co.us Please add note to reverse side ap!s asaanaa 01 a}ou ppe aseald Is!-! �oau0 u.waod wed Pj!ul ££008 00 '96p!�] JeayM 'anuany u36Z 'M 0051 96p!�J leauM .Jo 40 aul The City of Wheat Ridge Inspection Check List notes Mid -Roof PROPERTY ADDRESS y D L4L-CA9 CK49k &I LAC Roof Inspection E] N/A ❑ Pass E] Fail El N/A 7 pass F1 Fail Structural roof components N/A F] Pass Ll Fail Verify that no more than 2 layers of shingles exist N/A N Pass F1 Fait Flashing for roof and walls F1 Pass [I Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) L] N/A M pass L] Fail Verify sheathing nail pattern (See Policy & Procedures) E] N/A 0 pass F1 Fail Crickets and saddles where needed N/A R pass 0 Fail Verify B vent must have boot same gauge as pipe N/A El Pass El Fail Verify vent Gaps N/A F-1 Pass D Fail Verify no flashings are damaged or rusted N/A 0 Pass 0 Fail Step flashing shall be min- of 4x4 piece per shingle N/A F] Pass [] Fail Verify scuppers allow for proper drainage N/A Pass F-1 Fail Ice and water shield 2' in heated wall spaces F-1 N/A Pass F1 Fail Underlayments must follow 2012 IRC / 2012 IBC El N/A Pass F] Fail Verify roof slope for proper drainage ❑ N/A Pass F1 Fail Dripedge shall have min of 2" overlap F-1 N/A [Z Pass E] Fail Dripedge should extend down min 2" past roof deck F-1 N/A 13 Pass 0 Fail Dripedge shall be mechanicaly fastened 12" OC N/A F-1 pass E] Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A FI pass F] Fail Modified Bitumen, EPDM, TPO min slope 114:12 slope N/A El Pass 0 Fait Above roof insulation R-25 N/A 0 Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass [] Fail Below roof commercial R-32 EP N/A F-1 pass F] Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements 0 NIA 1711 r,- El F:.;l ketal roof shingles shall not be installed on slope less 3-12 4 N/A F-1 Pass E] Fail Metal valley flashing shall be the same material as roof [31 N/A F-1 Pass FI Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements N/A F� Pass F1 Fail Clay and concrete tile shall have a min. 2-1/2,12 slope Slopes 4-12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes Company Name: GML C'o,v3uc 7"ir�� Inspector signature: Date of Inspection: $T o/� o The City of Wheat Ridge Inspection Check List notes Final Roof PROPERTY ADDRESS: !YD y0 C ael14C Roof Inspection ❑ N/A ❑ Pass ❑ Fail ® N/A ❑ Pass ❑ Fail Structural roof components 5C] N/A ❑ Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A ® Pass ❑ Fail Flashing for roof and walls ® Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ® N/A ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) ❑ N/A ® Pass ❑ Fail Crickets and saddles where needed ❑ N/A Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A] Pass ❑ Fail Verify vent caps ❑ N/A ® Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle ❑ N/A Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A R Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Q Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A I1 Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A [K Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A ® Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A �] Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC ❑ N/A Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 ❑ N/A Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope ❑ N/A © Pass ❑ Fail Above roof insulation R-25 ❑ N/A©/� Pass E] Fail Below roof residential R-38 E] N/A FA Pass ❑ Fail Below roof commercial R-32 ❑ N/A [ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturer's specifications - Must have manufacturer's letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements [Zc N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof [X N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements ® N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof L Notes �-rR u c -v k K. 4 G C 0 M Pq "*J '5 vJ Ek E VA06 r ► c, D 81/ FI NO r# r,- xj LA& Company Name: , ONE ('oa�5ucyrN� Inspector signature: Date of Inspection: 22, buildina ONE consulti March 12, 2021 Mr. Tom Harris Evergreen 1873 South Bellaire Street, Suite 1200 Denver, CO 80222 RE: Building Envelope Consulting Services Outlook Clear Creek W heatridge, Colorado Proposal Number 19 -1205 -CC Dear Mr. Harris: 4040 Clear Creek Drive 201902575 Ilc Building One reviewed the Building Envelope at the Outlook Clear Creek property, specifically at the 4040 Clear Creek Drive address. The weather resistive barrier was observed at all exterior wall assemblies. Building One initially noted some inconsistencies, but it appears that all our concerns have been addressed It is our understanding that the exterior wall assemblies are in general conformance with the construction documents and industry standards. If you have any questions, please do not hesitate to call. Sincerely, Building One Consulting, LLC Chad Stinnett, RA Associate ViaEmail. Tom Harris'. tharrisadevme.com denver I boston 3190 s. wadsworth blvd., suite 230 1 lakewood, co 80227 1 303.986.1400 4040 Clear Creek Dr 201902575 F FF V, -4- 0 c it Q0 0 c it ic 0 c it 0 u 0) T 00 0 C) w 0 10 X < x rQ 40 ell ry 70 pi - - - - - - - - - - - - - - - - - - - - - - 04^- 0 :Z at I m— — — — — _____1_____ — — — — — — — — — — — — — — — — — — — — _I- - — — — — — — — — — — — --- — — — — — — —.,-___ _I____,......___ — — — — — — — — -- A- — — — — — — — — — — — — — — — — — — — ___I_.,_______._.._._—._ — — C Z Z G) m ------------- -------- ---- % C) — ----------- - - - - — — — -- ro 1"'FleX wjtl� CtOJ 'o IMP �R- Why AL WP P { ! ( xo ! H cw GR t i � � � i ( .•—.,...r.rn.__.r.a..w ���. `""'°pry �ni,( + � � X �j P 1 We bew 4 '1" PF � p�,f���cu,s•,,,,;...s.. `�- - � � „gib } y f f(j i , ,., IIfl 14 } ; 1 DOG IN iYVA WP 5®r►'�' C7 ss ���k�r�9 erc�,d,,� n� 3 �C>1 Q.. r 6 ej o %,.j e. ck. c. J ow a r1 5 ck..s e- � zxxr 69- ee 11) �u r Vow �T' L ....... 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WHEAT Rl D( ;P, (D (D PLBG SPECIFICATIONS - DIV 15 PLUMBING SPECIFIC: 1. SOIL. WASTE and VENT PIPING shall be cast iron CISPI-301 schedule 40 with No -Hub connections listed for installed location. PVC Schedule -40 dual cement ASTM -D2665 may be used if Code approved. Provide cleanouts 100ft min OC of appropriate type inside buildings and at the base of each stack with listed flex bellows. Vent thru roof total cross sectional area to be equal to or greater than building sewer main. 2. WATER PIPING shall be 15% silver Sil-Phos brazed joint type -K copper ASTM -688 if buried or within 6" of grade. Use no -lead 95/5 soldered joint type -L copper above grade. 3. GAS PIPING: Schedule 40 black iron with malleable screwed fittings inside building and from meter to building where not buried. Buried piping shall be TracPipe CounterStrike PS -II listed for direct burial with grounding per mfgr. Verify gas line routing with Architect and Building Department prior to installation. Costs involved in gas service shall be included in bid. Provide line size valve just prior to entering building. Provide equipment regulators to suit pressure supplied: Gas piping on roof shall run on 12" high pitch pocket supports per Code. Prior to each piece of equipment, provide gas valve, union, drip leg, all accessible per Code 4. INSULATION - WATER PIPING: Insulate all hot and cold water piping with Certainteed 1/2" thick preformed fiberglass with UL -181 Class -1 plenum rated cover. FREEZE PROTECTION: Do rote ucate water piping in exterior walls or attic. Route piping inboard of building insulation to avoid freezing. Electric heat trace all piping located in unheated areas with Chromalox 7.0 watts/ft MI cable and 1" thick fiberglass piping insulation with cover. 5. SHOCK ABSORBER: Provide Josom 75000-S 1/2"copper piston -type at CW and HW Clothes Washer connections. 6. VALVES: Isolate each piece of equipment and each rough -in excluding waste and vent. Any valves located in grid ceiling shall be labeled for location. WATER: Apollo ball valve line -size rated for 400 PSIG WOG. -Q : CGA listed line -size rated for gas involved: 7. FLOOR DRAIN TRAP PRIMER: Provide Prime -Perfect with 1/2"CW and valve to each Floor Drain in equipment rooms and where required by Code. 8. PRESSURE TEST all piping per Code but to at least 150% max WP. GENERAL: 1. LD��and�ATE CODES/ORDI�CESCODE/ORDI�CES and CONDITIONS of CONTRACTof CONTRACT shall be followed. SUBMIT plans to Building Department for Plan Review. Follow correction requirements. Pay all Fees and attain all Permits. 2. ADOPTED ENERGY CODE shall be followed. All equipment, insulation, and controls shall conform. 3. VISIT SITE daily to ascertain existing conditions prior to ordering equipment or fabricating duct and piping. 4. PLUMBING DRAWINGS are schematic and not to be scaled. Refer to Architectural/Certified drawings and site measurements for dimensions. 5. AS -BUILT scale drawings shall be provided by Contractor and submitted to Division 15 Engineer at completion showing all piping and equipment changes. 6. EQUIPMENT SHOWN ON DRAWINGS and SPECIFICATIONS: Contractor shall order, purchase, receive, uncrate, assemble, and install all items in conformance to Manufacturer's recommendations. Additionally Contractor shall install and final connect Owner furnished items as indicated on drawings. Contractor shall insure all equipment for full replacement value. 7. BASE BID on specified equipment as shown on plans and in specifications. 8. SUBSTITUTIONS will be processed as change -orders after Bidding with all electrical, building alterations, and dollar amounts are included and approved in writing by owner prior to ordering equipment or fabrication. 9. EXTRA COSTS or CHANGES allowed only if approved in writing by Engineer with dollar amount prior to ordering. 10. ELECTRICAL COORDINATION: Confirm voltage, phase, and ampacity with Electrical Contractor prior to ordering equipment. All 24v controls including interlock wiring for Plumbing equipment by Division 15 Contractor. Provide magnetic starters for all 3-phase motors with protection on all three leads. Equipment to automatically restart after power failure. All wire in conduit per NEC latest edition. 11. CURBS. SUPPORTS. and ANCHORS shall be provided for PLUMBING work. No chain, tape, wire. 12. SLEEVES and COLLARS shall be provided for all pipes thru walls, floors, and ceilings. Provide chrome plated escutcheons for exposed piping penetrations thru ceilings, floors, and walls in finished areas. All water, soil, waste, vent and trim including fittings to be chrome plated where exposed. 13. CONCEAL all work in finished areas. 14. CUT and PATCH to match adjacent areas. No structural member shall be cut or notched. 15 _NnwATc for "ll 01 1 I1: DiA v ""k. Cv�pa Ct 1- 95% AASHO or Proctor density in 6" maximum layers at optimum moisture content. Rework if any settlement within first years Guarantee. j 16. OPERATING MANUAL shall be provided Owner and Engineer for ail systems and equipment including manufacturer's maintenance manuals. Include lubrication, filter types and sizes, starting and stopping procedures. List Plumbing Contractor's telephone numbers. 17. ONLY CONTRACTORS WITH EXPERIENCE on at least 3 projects of this type may bid. 8. $E( (Request For Information) from Contractor shall include at least one proposed solution which complies with the intent of Contract Documents. 19, GUARANTEE all labor and new equipment for one year from the date of acceptance by Owner. WALLCOVER AND SCREW 18" MAY EXTEND ASA CLEANOUT NOT TO BE LOCATED IN WASTE OR VENT CARPETED AREA. CLEANOUT AND ACCESS WALL COVER. TOP OF COVER TO BE FLUSH W/ TOP OF FLOOR. (JOSAM 58010) /-FLOOR LINE PLUGGED TEE WITH CLEANOUT FLEXIBLE EXPANSION JOING LISTED FOR SANITARY SEWER 1/8" C.I. BEND BALANCE OF PIPING SAME WCO (WALL CLEANOUT ) AS CLEANOUT TO grade CLEANOUT JOSAM 58090 FINISHED grade. 16" SQUARE CONC. PAD PROVIDE 6"x6" 10/10 MESH 1/8 C.I. BEND. C.I. WASTE LINE LENGTH TO SUIT. TROWELL SMOOTH AND EDGE. WASTE LINE. 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. CGTG - CLEANOUT TO grade SEE SHEET FOR CONTII 1"GAS TO BBQ GRILLE 50MBH-14"WC 7 O 1.5"DOMESTIC WATER SERVICE (1 -TAP AND 1 -METER) PER DENVER-/ WATER RQMTS. BURY 5ft MIN 3 GAc AACTCG. Confirm 3150tMBH TOTAL INPUT and 14"WC gas pressure. Estimated POOL & SPA not presently known: 2000 MBH = POOL BOILER + SPA BOILER 340 MBH THREE FURNACES 120,120,100 MBH each 60 MBH WATER HEATER 200 MBH FIREPLACE INDOORS 200 MBH FIREPLACE OUTDOORS 100 MBH BSQ'S OUTDOORS (two 50MBH EA) 4040 Clear Creek Drive 201902575 8 C.I. BEND BALANCE OF PIPING 1/8 SAME AS CLEANOUT V --TO grade. FLOOR CLEANOUT (FCO) ROOKS PRODUCTS, INC. grade 33=T eke/ CAST IRON COVER ARKER SEWER, 10"x20 CONCRETE YARD BOX WRAFFIC COVER -BLACK TOP "x8" CONCRETE =-- 4" CAST IRON NO -HUB CAST IRON TWO-WAY CLEANOUT TYLER C.I. MODEL CAST IRON DBL CO (DOUBLE CLEANOUT) CLEANOUT DETAILS SCALECD NONE rUUL LUUIVMLNI NUIl : Itit t'KUt'UJtU MtUNANIUAL ANU PLUMBING DESIGN SHOWN IS AN ASSUMED EXAMPLE ONLY AS NO INFORMATION IS AVAILABLE REGARDING POOL EQUIPMENT (POOL BOILER OR SPA BOILER, PUMP DISCHARGE RATE. ETC). OWNER SHALL EMPLOY A POOL CONTRACTOR AND CONFIRM ACTUAL POOL EQUIPMENT. OUR MECHANICAL AND PLUMBING DESIGNS SHALL THEN BE UPDATFn AND MDDIFIFD TO SIIIT ACTIIAI Pc)nl FOIIIPMFNT 3/4"CW BURIED 5ft DEEP; SEE SHEET P91-2 FOR CONTINUATION 717 G - G POUI_ 5 POOL BOILER + SPA BOILER 2.5"GAS 2,000MBH-7"WC ESTIMATED ONLY - LOCATE PER i I� TO OUTDOOR EXTERIOR COOKING APPLIANCES SCHEDULE 40 BLACK IRON GAS SHUT-OFF INTERIOR w GAS PIPING VALVE (TYP.) w CONTINUOUS CSST BURY MIN 1 FT GAS PIPING BELOW SLAB CONCRETE SLAB � G G G 1" CSST GAS PIPING VERIFY 4"PVC IS LONG -RADIUS G+ WITHIN OVED APPRACCEPTABLE FOR CONDUIT ELBOW (TYP.) CONDUIT FOR CSST GAS PIPING BURIED GAS PIPING/ CONDUIT DETAIL SCALE NONE - 1/2"HWC 1 � BALL CHECK HEAT TRAP IN CW/HW (UNLESS INTEGRAL TO WATER HEATER) PVC SEALED COMBUSTION AIR & DIRECT VENT PIPING TO CONCENTRIC TERMINATION THRU ROOF: REFER TO r - MANUFACTURER'S INSTALLATION INSTRUCTIONS. MAINTAIN 1OFT MIN TO OSA INTAKES. ASME P/T RELIEF VALVE PIPE 3/4" TO AIRGAP OVER FLOOR DRAIN (TYPICAL) WH 80 MANUFACTURERS DRAIN PAN WITH 75GAL. IV X3/4"DRAIN TO AIRGAP OVER FLOOR DRAIN (TYPICAL) C I /-FLOOR DRAIN I WATER HEATER/ COMBUSTION AIR & FLUE DETAIL SCALE ^l NONE `t 6"W; SEE CIVIL 0/'+ '/`+ v~D ODRAWINGS FOR- - ' 120MBH-7"WC CONTINUATION IN I 1 "GAS 220MBH-7"WC 3/4 -GAS t00MBH-7"WC PLUMBING WASTE/VENT RISER SCALE: NONE im-r PLUMBING CLUBHOUSE MAIN FLOOR SCALE: 1/8" = 1'-0" 4 PLUMBING FIXTURE SCHEDULE (CLUBHOUSE) WHC-60 DOMESTIC WATER HEATER: Bradford -White commercial model LG2PDV5OH603N, 48 gallon tank, 60 MBH gas input, 22 diameter (4'side clearance), 78% recovery eff, IECC tank insulation, UL and AGA listed, high limit and safety cutouts, regulating stat, drain valve. Provide separate PVC flue and PVC combustion air piping (3" or 4"piping) with mfgrs concentric terminations to exterior per mfgrs installation instructions, ASME P/T relief valve piped full size over floor drain. Provide high-altitude kit. 120V 3.1amp electrical power. ET -1 EXPANSION TANK: STATE model ETC -10X; 9.22gal capacity, 150 PSIG, 180'F rated, NSF bladder, 5 -year Limited Warranty. CP -1 HW CIRC PUMP: B&G LR-20BF, 5 GPM at 5ft HD,1/20 HP, bronze fitted, 2007, 150 PSI domestic rated. a1L=9 TEMPERING VALVE: Thermostatic mixing valve: CashAcme model HG -160; 0.35 GPM min flow, ASSE 1070 approved for point -of -use application; check -valves on both hot and cold water inlets, set at 1107. MQ WATER CLOSET: 3"Waste; 2"Vent; 1/2"CW: AMERICAN STANDARD model 211AA.104 Champion Pro "Right Height" elongated toilet; 1.28 gal/flush tank type, 3195A.101 elongated 'bowl, 4225A.104 tank; 2-3/8" fully glazed tropway, vac breaker, bolt caps; provide 3/8" angle supply, commercial solid plastic open front seat no cover. IURINAL: 2"Waste, 1.5"Vent, 3/4"CW: Wall mounted urinal; SLOAN "Regal Flushometer" model 186 urinal flush valve with 0.5 t GPM; vac breaker, 3/4" angle stop & mechanical override; elongated 14" rim, wall hangers, strainer; verify integral P -trap prior to ordering. L LAVATORY(Countertop); 1.5" Waste; 1.5" Vent; 1/2" CW; 1/2" HW: Elkay model ELUH12, 14-3/8" diameter x 6"deep undermount stainless steel, ADA approved. FAUCET: Moen "Eva" model 6410 chrome 4"center, 0.5 GPM (IPC Code); 3/8" angle supplies, P -trap. Provide TV -1 thermostatic mixing valve at supplies, set for max 1107. EM ELECTRIC WATER COOLER/FILLING STATION: COOLER/FILLING STATION: 1.5"Waste, 1.25"Vent, 1/2"CW: Elkay LZSTL8WS(VR) SP, dual hi/low, ADA approved electric water cooler with bottle filling station. 1/5HP motor 120V. Ma MOP SINK: 3"Waste, 2"Vent, 1/2"CW, 1/2"HW Fiat MSB -100_, 24"x24"x12 with s/s cap. FAUCET: 830 -AA with wall brace, hose conn, vac breaker, integral stops, strainer, -3 tP ar p -- Ka KITCHEN SINK; 2" Waste; 1.5" Vent; 1/2" CW; 1/2" HW: Kohler K -3996 -4 -NA; FAUCET: Delta 980T-RBSD-DST; verify 3/8" angle supplies with stops, PVC P -trap with clean-out, removable grid drain and stopper. Provide Code approved air gap fitting and 3/4"HW to dishwasher attachment. 10 Ice Maker Box 1/2"CW: Water-Tite 9001. Provide Sioux Chief 660-TCOB water hammer arrest=1& EQ FLOOR DRAIN; 4"Waste; 2"Vent; 1/2"CW in WATER ENTRY with trap_'primmer, 2"W; 1.5"V; 1/2"CW with trap -primer other areas: Zurn model FD -2300 round top floor drain; chrome "B" strainer with 4" deep seal p -trap. Provide "Primer -perfect" Trap Primer with 1/2"CW and ball valve at each floor drain. ALTERNATE if Code Approved: Sure -Seal Trap Guard (no water). F! FLOOR SINK: 6"Waste in POOL EQMT; 3"Vent: Zurn FD2375 (Verify 150±GPM with Pool Contr prior to ordering), p -trap. ------------ ha HOSE BIBB: 1/2" Woodford 65VB, recessed wall box, with loose key stop, vacuum breaker, freezeproof. )01 YARD HYDRANT: 3/4"CW: Woodford SH4, ASSE-1052 listed, double-check backflow preventer, freezeless, self closing, auto draining, ADA compliant. RU REDUCED PRESSURE BACKFLOW PREVENTER: Febco 825Y or approved equal. DA DOG WASH: 1.5"W, 1.5"Hair Trap, 1/2"HW, 1/2"CW: Livin-The-Dog-Life model DL-DWPRO-ADA60 stainless steel, ADA approved w/built-in accessible perforated hair catching basket over drain inlet; faucet sprayer with hose, vacuum breaker. Provide TV -1. NOTES: 1) Provide all anchor, supports, traps, and trim for a complete installation. 2) Provide stop valves on HW and CW connections to each fixture. 3) Fixtures provided by contractor; for makes, models, details see Specification Book. 4) Equal alternative for any fixture is acceptable. ® PLUMBING SHEET NOTES 1 SANITARY SEWER: Extend 6"W sanitary waste piping 5ft from building and connect to site sewer, Verify sewer exit location for each building with Civil engineer prior to ordering Imawricls. 2 DOMESTIC WATER SERVICE: Connect to water service stub provided by site contractor. Bury 5ft min. Verify water meter in exterior pit; verify top and meter size with Jurisdiction prior to ordering any piping or materials. 3 GAS METER: By XCEL. Verify TOTAL GAS INPUT shown ono plan. Gas pressure = 14"WC. Sizing based on 200tft TDL. Prior to ordering materials, verify TDL, gas pressure, and all gasinputs. 4 ROUTE WATER PIPING buried (5ft below grade). Provide 1 "closed -cell pipe insulation on all HW and HWC piping 5 GAS PRV (GAS PRESSURE REGULATOR): to reduce 14"WC to 7"WC gas pressure Building Codes: (Wheatridge, CO) 2012 IPC, 201 2 IECC CLUBHOUSE PLUMBING PLAN INDEX: PC1-1 LEGEND, INDEX, PLUMBING FIXTURE SCHEDULE, FLOOR PLAN, SPECIFICATIONS. PC1-2 CLUBHOUSE SITE PLUMBING PLAN: BURIED GAS PIPING; BURIED WATER PIPING. 1 ®® ME KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 wu' kephart.com 528o V 720-320-7744 rogerb@5280engineering.aom PLUMBING LEGEND ILA VALVES, FITTINGS. ETC I s� W c� SYMB` ABBBEV, DESCRIPTION J W W, O - • - CW COLD WATER W HW HOT WATER HWC HOT WATER CIRCULATING ?IJ7 -V V V- V SANITARY VENT 1 2 3 4 5 8 9 10 e ® ® ® ® W SANITARY WASTE BURIED W SAN WASTE ABO`+`E GRADE KW KITCHEN GREASE WASTE 11 12 13 14 15 16 17 18 t120 21 e= S/0 SAND -OIL WASTE ST ST ROOF/DOWNSPOUT STORM 1. BRONZE/STAINLESS BALL VALVE 10. END CAP 2. PRV (PRESSURE REDO VL) 11. ELBOW DOWN G G G NATURAL GAS LINE 3. BALANCE VALVE W/MEMORY 12. BRONZE STRAINER -F -F- F FIRE SPRINKLER 4. BRONZE CHECK VALVE 13. TOP T CONNECTION 5. BRONZE CONTROL VALVE 14. BOTTOM T CONN 6. AGA LISTED GAS COCK 15. SIDE T CONNECTION I 7. 9"THERMOMETER t1% 16. SHOCK ABSORBER L AFF ABOVE FINISH FLOOR A,CGTG 8. RPBP (REDUCED PRESS 17. 18. PRESSURE GAGE MANUAL AIR VENT CLEANOUT TO GRADE BACKFLOW PREVENTER)19 CIRCUIT SETTER Cl CAST IRON �. RD ROOF DRAIN FEBCO 825Y OR EQUAL . 20. PIPE ANCHOR PVC CODE APPROVED ® FD FLOOR 9, BRONZE UNION DRAIN 21. ELBOW UP , + HIS HOSE BIBi­rR J� VENT THRU ROOF 4 PLUMBING FIXTURE SCHEDULE (CLUBHOUSE) WHC-60 DOMESTIC WATER HEATER: Bradford -White commercial model LG2PDV5OH603N, 48 gallon tank, 60 MBH gas input, 22 diameter (4'side clearance), 78% recovery eff, IECC tank insulation, UL and AGA listed, high limit and safety cutouts, regulating stat, drain valve. Provide separate PVC flue and PVC combustion air piping (3" or 4"piping) with mfgrs concentric terminations to exterior per mfgrs installation instructions, ASME P/T relief valve piped full size over floor drain. Provide high-altitude kit. 120V 3.1amp electrical power. ET -1 EXPANSION TANK: STATE model ETC -10X; 9.22gal capacity, 150 PSIG, 180'F rated, NSF bladder, 5 -year Limited Warranty. CP -1 HW CIRC PUMP: B&G LR-20BF, 5 GPM at 5ft HD,1/20 HP, bronze fitted, 2007, 150 PSI domestic rated. a1L=9 TEMPERING VALVE: Thermostatic mixing valve: CashAcme model HG -160; 0.35 GPM min flow, ASSE 1070 approved for point -of -use application; check -valves on both hot and cold water inlets, set at 1107. MQ WATER CLOSET: 3"Waste; 2"Vent; 1/2"CW: AMERICAN STANDARD model 211AA.104 Champion Pro "Right Height" elongated toilet; 1.28 gal/flush tank type, 3195A.101 elongated 'bowl, 4225A.104 tank; 2-3/8" fully glazed tropway, vac breaker, bolt caps; provide 3/8" angle supply, commercial solid plastic open front seat no cover. IURINAL: 2"Waste, 1.5"Vent, 3/4"CW: Wall mounted urinal; SLOAN "Regal Flushometer" model 186 urinal flush valve with 0.5 t GPM; vac breaker, 3/4" angle stop & mechanical override; elongated 14" rim, wall hangers, strainer; verify integral P -trap prior to ordering. L LAVATORY(Countertop); 1.5" Waste; 1.5" Vent; 1/2" CW; 1/2" HW: Elkay model ELUH12, 14-3/8" diameter x 6"deep undermount stainless steel, ADA approved. FAUCET: Moen "Eva" model 6410 chrome 4"center, 0.5 GPM (IPC Code); 3/8" angle supplies, P -trap. Provide TV -1 thermostatic mixing valve at supplies, set for max 1107. EM ELECTRIC WATER COOLER/FILLING STATION: COOLER/FILLING STATION: 1.5"Waste, 1.25"Vent, 1/2"CW: Elkay LZSTL8WS(VR) SP, dual hi/low, ADA approved electric water cooler with bottle filling station. 1/5HP motor 120V. Ma MOP SINK: 3"Waste, 2"Vent, 1/2"CW, 1/2"HW Fiat MSB -100_, 24"x24"x12 with s/s cap. FAUCET: 830 -AA with wall brace, hose conn, vac breaker, integral stops, strainer, -3 tP ar p -- Ka KITCHEN SINK; 2" Waste; 1.5" Vent; 1/2" CW; 1/2" HW: Kohler K -3996 -4 -NA; FAUCET: Delta 980T-RBSD-DST; verify 3/8" angle supplies with stops, PVC P -trap with clean-out, removable grid drain and stopper. Provide Code approved air gap fitting and 3/4"HW to dishwasher attachment. 10 Ice Maker Box 1/2"CW: Water-Tite 9001. Provide Sioux Chief 660-TCOB water hammer arrest=1& EQ FLOOR DRAIN; 4"Waste; 2"Vent; 1/2"CW in WATER ENTRY with trap_'primmer, 2"W; 1.5"V; 1/2"CW with trap -primer other areas: Zurn model FD -2300 round top floor drain; chrome "B" strainer with 4" deep seal p -trap. Provide "Primer -perfect" Trap Primer with 1/2"CW and ball valve at each floor drain. ALTERNATE if Code Approved: Sure -Seal Trap Guard (no water). F! FLOOR SINK: 6"Waste in POOL EQMT; 3"Vent: Zurn FD2375 (Verify 150±GPM with Pool Contr prior to ordering), p -trap. ------------ ha HOSE BIBB: 1/2" Woodford 65VB, recessed wall box, with loose key stop, vacuum breaker, freezeproof. )01 YARD HYDRANT: 3/4"CW: Woodford SH4, ASSE-1052 listed, double-check backflow preventer, freezeless, self closing, auto draining, ADA compliant. RU REDUCED PRESSURE BACKFLOW PREVENTER: Febco 825Y or approved equal. DA DOG WASH: 1.5"W, 1.5"Hair Trap, 1/2"HW, 1/2"CW: Livin-The-Dog-Life model DL-DWPRO-ADA60 stainless steel, ADA approved w/built-in accessible perforated hair catching basket over drain inlet; faucet sprayer with hose, vacuum breaker. Provide TV -1. NOTES: 1) Provide all anchor, supports, traps, and trim for a complete installation. 2) Provide stop valves on HW and CW connections to each fixture. 3) Fixtures provided by contractor; for makes, models, details see Specification Book. 4) Equal alternative for any fixture is acceptable. ® PLUMBING SHEET NOTES 1 SANITARY SEWER: Extend 6"W sanitary waste piping 5ft from building and connect to site sewer, Verify sewer exit location for each building with Civil engineer prior to ordering Imawricls. 2 DOMESTIC WATER SERVICE: Connect to water service stub provided by site contractor. Bury 5ft min. Verify water meter in exterior pit; verify top and meter size with Jurisdiction prior to ordering any piping or materials. 3 GAS METER: By XCEL. Verify TOTAL GAS INPUT shown ono plan. Gas pressure = 14"WC. Sizing based on 200tft TDL. Prior to ordering materials, verify TDL, gas pressure, and all gasinputs. 4 ROUTE WATER PIPING buried (5ft below grade). Provide 1 "closed -cell pipe insulation on all HW and HWC piping 5 GAS PRV (GAS PRESSURE REGULATOR): to reduce 14"WC to 7"WC gas pressure Building Codes: (Wheatridge, CO) 2012 IPC, 201 2 IECC CLUBHOUSE PLUMBING PLAN INDEX: PC1-1 LEGEND, INDEX, PLUMBING FIXTURE SCHEDULE, FLOOR PLAN, SPECIFICATIONS. PC1-2 CLUBHOUSE SITE PLUMBING PLAN: BURIED GAS PIPING; BURIED WATER PIPING. 1 ®® ME KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 wu' kephart.com 528o V 720-320-7744 rogerb@5280engineering.aom U www.DesignMEP.corr ILA J1 I s� W c� 20 ZU w J W W, O t� ne W U Y LU W U a W J U Y O O J H 0 C V U W A J1 I � W LL 20 w J C V U W >u LLJ 0V iii w W Q LU t� W W 24341 ",�umnlnllllmrmm�����° 0� 9 ,2 NOTE: THIS IS AN ELECTRONIC STAMP AND SIGNATURE No I Date Issue 08.12.19 PERMIT SET 11.15.19I ISSUE FOR CONSTRUCTION Project Engineer Roger Blank, PE Project Designer LT, RWB Date 11.15.2019 Job Number 2017-045 Drawn By LT, RWB Checked By RBlank �MIABING INDEX, LEGEND, FIXTURE EQMT LIST, PLAN, SPECIFICATIONS Sheet Number PIC1-1 n PLUMBING FIXTURE CONNECTION SCHEDULE: (Apartments) WH—BO DOMESTIC WATER HEATER: Bradford—White model RG2PDV5OH6N, 48 gallon tank, 60 MBH gas input, 22"diameter (4"side clearance), 80% recovery eff, IECC tank insulation, UL and AGA listed, high limit and safety cutouts, regulating stat, drain valve. Provide separate PVC flue and PVC combustion air piping (3" or 4"piping) with mfgrs concentric terminations to exterior per mfgrs installation instructions, ASME P/T relief valve piped full size over floor drain on 1st floor. Provide mfgrs aluminum pad with drain to floor drain on 1st floor. Provide high—altitude kit. ET -1 THERMAL EXPANSION TANK: State ETC -2X, 2gal, 0.45 gal accept. Pre—charge to 60PSIG. Note: If Alternate ET -131 single building expansion tank is acceptable to Bldg Dept, delete all individual Living Unit ET -1 expansions tanks. Water Closet: 3"W; 2"V; 1/2"CW: American Std elongated, 1.28 GPF tank type, white, Bemis solid plastic closed front seat with cover. WC—H Water Closet (HC): 3"W; 2"V; 1/2"CW: Mansfield 137-160 elongated, 1.28 GPF tank type, white, Bemis closed front seat and cover L Lavatory 1.5"W; 1.5"V; 1/2"CW, 1/2"HW: Mansfield 821-94 white, 19" oval, self rimming w/overflow, 4" center set, Olympia L-6160B—BN faucet. ja Kitchen Sink 2"W; 1.5'1/; 1/2"CW, 1/2"HW: Kindred DS803BX stainless, double compt, 20 gage w/faucet ledge, self rimming, 8" centers, Badger 1/3HP disposal, Olympia K-5030—BN faucet, lever handle, crumb cup, no spray. Provide Sioux Chief 660—TR1B water hammer arrester on Dishwasher. BI Bath Tub 1.5"W; 1.5"V; 1/2"CW, 1/2"HW: Sterling OC -15-60; OC—OV-60 (Oval); HUD UM 73a compliant, Swirl gloss, slip resistant bottom, Olympia P-230OT—BN tub and shower trim set, overflow fitting w/hole in head, Olympia P-230OB—B T&S valves. BT—H Bath Tub 1.5W; 1.5"V; 1/2"CW, 1/2"HW: Some as BT above except Olympia P-4430—BN handheld shower set. Na Ice Maker Box 1/2"CW: Water—Tite 9001. Provide Sioux Chief 660—TCOB water hammer arrester AN Auto Clothes Washer Box 2"W; 2"V; 1/2"CW, 1/2'HW: Oatey Quadtro #38532. Provide Sioux Chief 660—HB water hammer arrester. EQ Floor Drain 4"W; 1/2"CW at Water Entry; 2"W; 1/2"CW at Water Heater locations: Sioux Chief plastic body and trap with chrome metal top. Provide Prime—Perfect Trap Primer. Provide ALT—DEDUCT BID for ProSet Trap—Guard if approved by jurisdiction. IM Hose Bib Woodford model 17 with vacuum breaker, freezeless. SP—E ELEVATOR Simplex SUMP PUMP: 2"pump discharge (no vent): Zoeller model 940-0013 OilSmart,50 GPM at 20ft HD. Verify 1/2HP motor (confirm 115V with Elect Contr prior to ordering). Route 2"pump discharge to drain. Locate pump in depression in elevator shaft (no additional sump pit). Gen Contr shall provide open cover as required. Verify Traction—Elevator (not hydraulic oil). NOTES: 1) Provide stop valves at each water connections (CW & HW) to each fixture. 2) Provide anchors, traps, and trim for a complete installation. 3) Provide antiscald Pressure Balance valve at each shower faucet. GAS BBQ 50MBH 1 "GAS B 5OMBH— I I I r I I I I 1— I I I I I I SHEET PC1-1 CONTINUATION 3/4 -CW BURIED TO Yard Hydrant '/ �/1 GAS FIREPIT 200MBH I \ I �3/4-CW BURII I5ft MIN DEEP SEE SHEET PC1-1 FOR CONTINUATION 1.25"CSST GAS BURIED 200 MBHt7:;WC (xftTDL) 3/4 -GAS, to BBQ 50MBH 3/4 -GAS to,,,BBQ 50MBH 1.5"CSST GAS BURIED 300 MBH-7"WC (100tftTDQ I i I 5 --------------- o I � � I I I II II II II II II I II II II II II II I I' � I I I II II II II II II II II II II II II I % i � °f II II II II II II H ----+I— ------ ------------ , II II II II I II L- ------------ - --- _--____ _J II II II II II II II II II II � � II II ❑ II II II II r—— \ I II II II I I II II II I I II I1 II I I II II II I \ o ® a I II II II I ` II II II I I II II — 1 \� I a II II II CC D I II II I I ® ® II II I I� L--------------- CLUBHOUSE SITE PLUMBING PLAN PC1-2 J SCALE: 1/8" = 1'-0" l0ca" � SEE SHEET PC1-1 FOR CONTINUATION s � L4<<A /I -')'t } 1 i'�'dey f IwMbf ® PLUMBING SHEET NOTES 1 SANITARY SEWER: Extend 6"W sanitary waste piping 5ft from building and connect to site sewer. Verify sewer exit location for each building with Civil engineer prior to ordering materials. 2 DOMESTIC WATER SERVICE: Connect to water service stub provided by site contractor. Bury 5ft min. Verify water meter in exterior pit; verify tap and meter size with Jurisdiction prior to ordering any piping or materials. 3 GAS METER: By XCEL. Verify TOTAL GAS INPUT shown ono plan. Gas pressure = 14'WC. Sizing based on 200fft TDL. Prior to ordering materials, verify TDL, gas pressure, and all gasinputs. 4 ROUTE WATER PIPING buried (5ft below grade). Provide 1 "closed—cell pipe insulation on all HW and HWC piping 5 GAS PRV (GAS PRESSURE REGULATOR): to reduce 14"WC to 7"WC gas pressure I 44(0, KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 w Acphmxom 528o ii 720-320-7744 rogerb@5280engineering.com Q) LA S 0 s CD U Z U) 0 V ° U 0 Z W w QC W � o 00 V>w LTJ V QW LU W lQ J V = L) LU 0 0 IJ F- 0 01110 REGISTF�i/y c4�:�pGER BG,gyyF��"o 24341 ""�Mn/llllllllllltllllll\0\\N""` 0�:� ,2 NOTE: THIS IS AN ELECTRONIC STAMP AND SIGNATURE No I Date I Issue 08.12.19 PERMIT SET 11.15.19 ISSUE FOR CONSTRUCTION Project Engineer Roger Blank, PE Project Designer LT, RWB Date 11.15.2019 Job Number 2017-045 Drawn By LT, RWB Checked By RBlank Title PLUMBING SITE PLAN: GAS and HOSE—BIBBS Sheet Number PCI -2 3 DUCT INSULATION: All supply and return ducts swhall be insulated per IMC and IECC Mode Energy Code. HVAC supply and return ducts in attic or outside building thermal envelope internally line RECTANGULAR with Schuller (or Certainteed Type300) ASTM C 1071 R-8 UL -181 Class -1 anti -microbial Fiberglas ductliner attached with Stic-Klips 15" OC each way and 100% coverage of flame proof adhesive. Increase sheetmetal duct to allow for internal clear inside dimension shown on plans. Insulate ROUND ducts in similar locations with R-8 ASTM C 553 type -1 UL -181 Class -1 covered fiberglass wired and taped in place. Where located above ceiling inside building insulation provide R-6 rated ductwrap. Elbows for rectangular duct shall be provided multi -blade turning vanes or 1.5 centerline radius. Provide Ruskin ELF -118 or equal storm louvers with 1/4" galv mesh and 0.12" max air friction; confirm 58%free area. Exhaust ducts need no insulation. 4 SEAL DUCT JOINTS AND SEAMS with Childers, 3-M, Hard -Cast or equal per Code. 5 TEST and AIR BALANCE all Common area HVAC systems to attain within 10% of CFM air flow as shown on plans. Ceiling exhaust fans need no balancing. Air CFM flow rates base on 0.062#/CF at 5000ft altitude by independent company NEBB or CTAB certified. Balance with dampers at main with registers wide open. Motors to draw 95% max nameplate amps. Tabulate all motors, grilles, registers, and diffusers with full typewritten Test and Balance Report submitted to Engineer for approval prior to Final Payment by Owner. GENERAL: 1 LOCAL and STATE CODES/ORDINANCES and CONDITIONS of CONTRACT shall be followed. SUBMIT plans to Building Department for Plan Review. Follow correction requirements. Pay all Fees and attain all Permits. 2 ADOPTED ENERGY CODE shall be followed. All equipment, insulation, and controls shall conform. 3 VISIT SITE daily to ascertain existing conditions prior to ordering equipment or fabricating duct and piping. 4 MECHANICAL / PLUMBING DRAWINGS are schematic and not to be scaled. Refer to Architectural/Certified drawings and site measurements for dimensions. 5 AS -BUILT scale drawings shall be provided by Contractor and submitted to Division 15 Engineer at completion showing all piping, duct, and equipment changes. 6 EQUIPMENT SHOWN ON DRAWINGS and SPECIFICATIONS: Contractor shall order, purchase, receive, uncrate, assemble, and install all items in conformance to Manufacturer's recommendations. Additionally Contractor shall install and final connect Owner furnished items as indicated on drawings. Contractor shall insure all equipment for full replacement value. 7 SHOP DRAWINGS: Contractor shall check Shop Drawings for 100% compliance with Contract Documents. Submit four (4) copies to Division 15 Engineer for review prior to ordering. 8 BASE BID on specified equipment as shown on plans and in specifications. 9 SUBSTITUTIONS will be processed as change -orders after Bidding with all electrical, building alterations, and dollar amounts are included and approved in writing by owner prior to ordering equipment or fabrication. 10 EXTRA COSTS or CHANGES allowed only if approved in writing by Engineer with dollar amount prior to ordering. 11 ELECTRICAL COORDINATION: Confirm voltage, phase, and ampacity with Electrical Contractor prior to ordering equipment. All 24v controls including interlock wiring for Mechanical equipment by Division 15 Contractor. Provide magnetic starters for all 3-phase motors with protection on all three leads. Control and heating/cooling equipment to automatically restart after power failure. All wire in conduit per NEC latest edition. 12 CURBS, SUPPORTS. and ANCHORS shall be provided for MECHANICAL PLUMBING work. No chain, tape, wire. 13 SLEEVES and COLLARS shall be provided for all ductwork and pipes thru walls, floors, and ceilings. Provide chrome plated escutcheons for exposed piping penetrations thru ceilings, floors, and walls in finished areas. All water, soil, waste, vent and trim including fittings to be chrome plated where exposed. 14 CONCEAL all work in finished areas. 15 CUT and PATCH to match adjacent areas. No structural member shall be cut or notched. 16 OPERATING MANUAL shall be provided Owner and Engineer for all systems and equipment including manufacturer's maintenance manuals. Include lubrication, filter types and sizes, starting and stopping procedures. List Contractor's telephone numbers. 17 ONLY CONTRACTORS WITH EXPERIENCE on at least 3 similar projects of this type may bid. 18 RFI (Request For Information) from Contractor shall include at least one proposed solution which complies with the intent of Contract Documents. 19 GUARANTEE all labor and new equipment for one year from the date of acceptance by Owner. 4040 Clear Creek Drive 201902575 VOL DMPR RL � RS CLADLITE CONDENSER PAD FOR RESPECTIVE CONDENSING UNIT ON GRADE CONDENSING UNIT DETAILSCALE AI/1AIC GRAVITY BACKDRAFT DAMPR IN OUTSIDE AIR DUCT 0 15 W () U ��p 0 LINED SHEET 111 g" METAL RETURN I AIR PLENUM i CONCENTRIC (FLUE VENT & COMB AIR) � TERMINATION THRU EXTERIOR WALL OR ROOF OSA INTAKE HOOD: LOCATE EITHER 10ft MIN HORIZONTALLY OR aft BELOW FLUE OR EXHAUST OUTLETS OSA INTAKE DUCT INSULATE WRAP R-8 `EXTERIOR WALL QVC SEALED COMBUSTION AIR &DIRECT VENT PIPING: REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. I GAS FURNACE DETAIL SCALELNONE ELECTRIC HEAT/DX FAN COIL UNIT ABOVE CEILING IN MFGRS RN FILTER GRILL IN BOX ENCLOSURE (NO RETURN -\�SOTfOM OF ACCESS PANEL 14x14 UP THRU NON-FIREAIR PLENUM RATED CEILING RS/RL to SECONDARY DRAIN: LITTLE TYPICAL ROUND DUCT GIANT MODEL ACS -4 SAFETY OVERFLOW SWITCH ABOVE NON -RATED CEILING SA DUCT ABOVE CEILING 3/4"PRIMARY CONDENSATE INBETWEEN CEILING JOISTS DRAIN; ROUTE TO AIRGAP ROUND DUCT BELOW FITTING WITH ACCESS FOR FIRE RATED CEILING TO MAINTENANCE CLEANING WR OR CD (SEE PLAN) CONDENSATE DRAINS: PIPE PRIMARY 3/4" DWV COPPER FROM M PER SHEET NOTE. WHEN UNIT DOESN'T OPERATE, THE PRIMARY IS PLUGGED AND NEEDS TO BE RODDED CLEAN). CEILING FAN C O I L D ETA I L SCALE NONE 0 FR3-4T FURNACE: Same as FR1 except Carrier 59SC2C-100-20; 1,600 CFM 00.7"ESP, 100 MBH input, 3/4 HP blower motor, 4ton nominal cooling coil. FANCOIL UNITS: FCC -1.5T FAN COIL UNIT (Corridor): First Company model 24HX-6 horizontal ceiling mount; 650 CFM at 0.6"ESP, 1/4 HP fan motor. Provide factory built-in 6KW at 240V-1 ph actually 4.5KW at 208V-1 ph electric heating coil; DX coil rated minimum 2.0 ton AC (match with 1.5Ton condenser unit). Provide optional insulated return air enclosure, louvered access panel, Honeywell VisionPro8000 Commercial programmable thermostat programmed ON continuously - LOCATE BEHIND RETURN GRILLE ABOVE CEILING; 3/4"primary condensate drain to airgap over waste; LittleGiant ACS -4 Secondary Overflow Safety Switch on secondary drain to stop cooling on detection of high pan water. Electrical: 208V-1 ph, 29MCA, 30MOCP. CONDENSING UNITS: CU1-5T CONDENSING UNIT: Carrier model 24ABA-60; SEER = 13; 5.0 ton ARI rated remote split system with 5.0 ton ARI rated evap coil in furnace discharge of same Mfgr as furnace. Refrigeration piping shall be ACR brazed sized by Manufacturer. Provide traps for oil return as recommended by Mfgr; 4" thick concrete pad where slab mounted. Provide Low Ambient Kit to operate at -20F; Long -Length Kit where over 50ft length of refrigerant piping one way. Insulate RS/RL with 1/2" thick Armaflex. Provide 5 year Mfgr's compressor / condenser guarantee. Verify Elect Data with EC: 208/230-1 ph; 31.1 MCA; 50 MOCP. CU2-5T CONDENSING UNIT: Same asCCU11-51 CU3-4T CONDENSING UNIT: Same as CCU1 except Carrier model 24ABA4-48; 4.0 ton cooling, Elect Data with EC: 208/230-1 ph; 24.3 MCA; 40 MOCP. CU4-1.5T CONDENSING UNIT for Do9Wash: Same as = except Carrier model 24ABA4-18; 1.5 ton cooling, Elect Data with EC: 208/230-1 ph; 11.8 MCA; 20 MOCP. CU5-1.5T CONDENSING UNIT for Maintenance Room: Same as CU4-1.5T, CU6-1.5T CONDENSING UNIT for Mail Room: Same as 101.14-1.5T, EXHAUST FANS: EF -75 CEILING EXHAUST FAN: GREENHECK ceiling fan model SP -A90; 75 CFM 00.125" SP; 29.4 watt motor, backdraft damper. Duct 4"0 to approved SMACNA roof cap with birdscreen, 13.25"x10.5"01.5", Switch "ON" with lights. EF -150 CEILING EXHAUST FAN: GREENHECK ceiling fan model SP -A200; 150 CFM 00.375" SP; 48.7 watt motor, backdraft damper. Duct 6"0 to approved SMACNA roof cap with birdscreen, 14"02"01.25", Switch "ON" with lights. ELECTRIC HEATERS: EH-3KW ELECTRICAL WALL HEATER: Markel model H3423T, 3.0 KW at 208V-1 ph, surface mount. Provide built-in quiet -action T -stat, thermal high limit cutout and safety controls, UL approval, 16 gage arch grille. EH-10KW ELECTRICAL WALL HEATER: Markel model HF2B511 OCA1 L, 10 KW at 208V-3ph, surface mount. Provide built-in quiet -action T -stat, thermal high limit cutout and safety controls, UL approval, 16 gage arch grille. GRILLES, REGISTERS, DIFFUSERS: SQ CEILING DIFFUSER: TITUS model 272RL; steel, double deflection, individually adjustable aeroblade supply grille, front blades parallel to long dimension. Provide opposed -blade damper, verify color per Architect/Owner prior to ordering. $� RETURN GRILLE: Titus model 50F, eggcrate return grille, 1 /2"x1 /2"x1 " grid, surface mount, size as shown on plans. M TRANSFER GRILLE: Titus model 50F, eggcrate return grille, 1 /2"x1 /2"x1 " grid, surface mount, size as shown on plans. F POOL EQUIPMENT NOTE: THE PROPOSED MECHANICAL AND POOLE UIP. I PLUMBING DESIGN SHOWN IS AN ASSUMED EXAMPLE ONLY EH-10KW AS NO INFORMATION IS AVAILABLE REGARDING POOL (208V-1 ph) EQUIPMENT (POOL BOILER OR SPA BOILER, PUMP DISCHARGE RATE. ETC). OWNER SHALL EMPLOY A POOL CONTRACTOR AND CONFIRM ACTUAL POOL EQUIPMENT. OUR MECHANICAL AND PLUMBING DESIGNS SHALL THEN BE FCC -1.5T UPDATED AND MODIFIED TO SUIT ACTUAL POOL EQUIPMENT. 6KW FILTEI IL ANT--_- --_- EH-10KW CART T0. x FANCOIL CE LING- � (208V-1 ph) I _ ACCESS PANEL I �N I N oo�`� SRM PSE Z IoPR� MA NT. 0"o o I I FCC -1.5T 6KWI I NOT FANCOIL UNIT IS MOUNTED 14x 4 SQ 14x 14 I BELfW CEILING IN A SOFFIT OOCFM 300CF ENCOSURE WITH ACCESS PANEL ON POTTOM OF ENCLOSURE I I I FILER GRILLE IN _ g" I FA COIL CEILING 11. 4 14 fc I AC ESS PANEL -_-_-_-_ MAIL RM�a - ------ Q CFM L- -- --CU5-1 I 14x 14 SA IN ATTIC x - MAINTENANCE I FR1-5T FR2-5T " MAIL 8 g" I 14x 14 S't,Q 14x 14 SQ 8 14x1 J4x14333 CFM 333 CFM CFM I A^, 10 r�E FITNESS 14x14 SQ 14x14 M 333 CFM 333 CFM 14x 14 LU 300 CFM with 1 /4"galv mesh (300 CFM) ROUTE CONCENTRIC FLUE/CA THRU ROOF PER MFGRS INSTALL INSTR MECHANICAL CLUBHOUSE MAIN FLOOR SCALE: 1/8" = 1'-0" RFI -20 O ROUND DUCT SECTION UP TRUNK DUCT ELBOW (TURNING VANES REQ'D) VOLUME DAMPER ROUND BRANCH DUCT TO SIDE OF MAIN DUCT ROUND BRANCH DUCT Ici:: TO TOP OF MAIN DUCT 4!Y RATED ASSEMBLY BEING PENETRATED) ROUND GALV STEEL DUCT INSUL FLEX ROUND DUCT EQUIPMENT SYMBOL U.C. UNDERCUT DOOR 1" AFF ABOVE FINISHED FLOOR OUTSIDE AIR CALCULATIONS: IMC Code table 403.3 HVAC SYSTEM: FR1-5T 5,0 Ton Cooling Total SA = 2,000 CFM Set OSA min set = 20.0% Total SA = 2,000 CFM Default If all Return Air Effectiveness Exhaust If all Return Air Effectiveness Az Rp Ra PZ Room Name and Occ is at Floor Level Factor = 0.8 Total Room Total OSA OSA (MAKE # of WC, CFM per Exhaust CFM Total Exhaust Exhaust Room Type: Occ PZ Supply Air CFM RESULT: U, SH, plbg Required CFM Provided Results: Room # AREA OSA per OSA CFM Ppl per # of Total min OSA Total min OSA (SA) CFM Provided plbg etc fixture or Exhaust Room # AREA OSA per (sgft) person per sgft 1000sgft People CFM req'd CFM Total min OSA Total minimum (SA) CFM per sqft CULT' etc fixture or Health Club - Fitness 1,155 20.0 0.06 10 12 300 375 2,000 400 OSA Complies na na na na na Weight Rm per sqft Reception Business Lounge 767 5.0 12 Total min OSA Total min OSA Total SA Total OSA 1,200 Total IXHAUST Total IXHAUS na na reqd floor RA CFM required na Provided Clubroom required Provided 0.06 Total Floor Area = 1,155 sgft Totals = 300 375 2,000 400 160 0 0 na OUTSIDE AIR CALCULATIONS: IMC Code table 403.3 HVAC SYSTEM: FR2-5T 5,0 Ton Cooling Total SA = 2,000 CFM Set OSA min set = 20.0% Default If all Return Air Effectiveness Exhaust Room Name and Az Rp Ra Occ PZ is at Floor Level Factor = 0.8 Total Room Total OSA # of WC, CFM per Room Type: Supply Air CFM OSA MAK U, SH, plbg Exhaust CFM Total Exhaust Exhaust Room # AREA OSA per OSA CFM People # of Total min OSA Total minimum (SA) CFM Provided CULT' etc fixture or Required CFM Provided Results: (sgft) person per sgft 1000r ft q People CFM req'd OSA d� q' per sqft Reception Business Lounge 767 5.0 0.06 30 23 161 201 1,200 240 OSA Complies na na na na na Reception Clubroom 588 5.0 0.06 30 18 123 154 800 160 OSA Complies na na na na na „ Total min OSA Total min OSA Total SA Total OSA 5 Total IXHAUST Total IXHAUS 17 100 reqd floor RA CFM required na Provided na required Provided OFFICE Total Floor Area = 1,355 sgft Totals = 285 356 2,000 400 1 0 0 300 OUTSIDE AIR CALCULATIONS: IMC Code table 403.3 HVAC SYSTEM: FR34T 4,0 Ton Cooling Total SA = 1,600 CFM Set OSA min set= 20.0% Default If all Return Air Effectiveness Exhaust Room Name and Az Rp Ra Occ PZ is at Floor Level Factor = 0.8 Total Room Total OSA # of WC, CFM per Room Type: Supply Air CFM OSA llYfA10? U, SH, BT, plbg Exhaust CFM Total Exhaust Exhaust Room # AREA OSA per OSA CFM People # of Total min OSA Total minimum (SA) CFM Provided RESULT: etc fixture or Required CFM Provided Results: (sgft) person per sgft per People CFM req'd OBe FM per sqft 10q ft q' OFFICE Office top left 152 5.0 0.06 5 1 13 16 100 20 OSA Complies na na na na na OFFICE Work Parcel 162 5.0 0.06 5 1 14 17 100 20 OSA Complies na na na na na OFFICE Bottom right corner 140 5.0 0.06 5 1 12 15 300 60 OSA Complies na na na na na Office ce OFFICE Bottom left Office 132 5.0 0.06 5 1 11 14 200 40 OSA Complies na na na na na Main Entry Entry Lobby 673 5.0 0.06 10 7 74 93 550 110 OSA Complies na na na na na Lobby Toilet Rooms Toilet Mens 123 100 na na 2 75 150 150 Exhaust (IXHALIST) Complies Toilet Rooms Toilet Womens 123 100 na na 2 75 150 150 Exhaust (IXHALIST) Complies Corridors Hall 59 0.0 0.06 0.0 0.0 4 4 50 10 OSA Complies na na na na na Corridors Hall 242 0.0 0.06 0.0 0.0 15 18 100 20 OSA Complies na na na na na o Total min OSA Total mn OSA Total SA Total OSA Total IXHAUST Total IXHAUS reqd floor RA CFM required Provided required Provided Total Floor Area = 1,806 sgft Totals = 142 177 1,600 1 280 1 300 RFI -68 ............ ........ '".41110_ Convert Ducts to Round RFI -64 Move Thermostat) 528o Engineering 720-320-7744 rogerb@5280engineering.com www.DesignMEP.com v 0 s CD � Z Ci) Cl)O V o u p � z Q LU w ce 2 0 LU o 0 .J U V W w � o u 0 awe LUWQ w J � _ V � � LU � W 0 0J FM 0 ""'Minn m i n i m mu��a�����•.. 9 ,20� NOTE: THIS IS AN ELECTRONIC STAMP AND SIGNATURE No I Date Issue 08.12.19 PERMIT SET 11.15.19 ISSUE FOR CONSTRUCTION Project Engineer Roger Blank, PE Project Designer LT, RWB Date 11.15.2019 Job Number 2017-045 Drawn By LT, RWB Checked By RBlank Title MECHANICAL INDEX, LEGEND, EQUIPMENT LIST, PLANM, SPECIFICATIONS Sheet Number BUILDING CODES: (Wheatridge, CO) 2012 IMC; 2012 IECC CLUBHOUSE MECHANICAL PLAN INDEX: MC1-1 MECHANICAL FLOOR PLAN, LEGEND, EQUIPMENT LISTS, SPECIFICATIONS 528o Engineering 720-320-7744 rogerb@5280engineering.com www.DesignMEP.com v 0 s CD � Z Ci) Cl)O V o u p � z Q LU w ce 2 0 LU o 0 .J U V W w � o u 0 awe LUWQ w J � _ V � � LU � W 0 0J FM 0 ""'Minn m i n i m mu��a�����•.. 9 ,20� NOTE: THIS IS AN ELECTRONIC STAMP AND SIGNATURE No I Date Issue 08.12.19 PERMIT SET 11.15.19 ISSUE FOR CONSTRUCTION Project Engineer Roger Blank, PE Project Designer LT, RWB Date 11.15.2019 Job Number 2017-045 Drawn By LT, RWB Checked By RBlank Title MECHANICAL INDEX, LEGEND, EQUIPMENT LIST, PLANM, SPECIFICATIONS Sheet Number ALL Rrnen -r^ Mr-M^KIMr-r% CONTACT LAP SPLICING- ALL SPLICES SHALL HAVE A MIN. OF 12" OVERLAP PER SPLICE. AND HAVE A MIN. OF 3 BAR TIES PER SPLICE. 5'-0" MIN. 30'-0" MAX. J—BOX TO BREAKER ELEC. RESPONSIBILITY G.F.I. CIRCUIT PER N.E.C. J—BOX5' BY BY G.C. BLUE 1 LIGHT NICHE BE INSPECTED PER UST NEC 680.ENCAPSULATED)(2)( UNDERWATER LIGHT BY G.C,/OWNER TO HAVE HIS LICENSED ELECTRICAIN DO ALL LIGHT NICHE WORK TO N.E.C. 680 AND ALL OTHER (SET BY POOL CONTR) APPLICABLE CODES. LICENSED ELECTRICIAN TO GROUND ALL STEEL AND LIGHT NICHES AND FIXTURES. RUN ALL CONDUIT WITH a PROPERLY PRIMED AND GLUED JOINTS. SUPPLY AND SET ALL J—BOXES, SWITHCHES AND CONTROLS AS NEEDED OR REQUIRED. TYPICAL LIGHT SECTION NTS GUNITEA 12" 02" ANTI -VORTEX MAIN DRAIN GRILL ITE CEMENT WITH SMOOTH FINISH MN 3"0 MAIN DRAIN SUCTION LIN 4 REBAR PVC SCH 40 6"x12 OC, TYP TO POOL PUMPS C THREADED ELBOW (901 POOL MAIN DRAIN DETAIL NTS V.G.B. CODE REQUIRES THE DEPTH OF THE SUMP TO BE FROM TOP OF SUCTION LINE TO THE UNDERSIDE OF THE ANTI-11ORTEX GRILL 1 %2 TIMES MINIMUM THE DIAMETER OF THE PIPE FILTER WASTE LINE 6" AIR GAP A: FLOOR SINK BY OTHERS STONE BY GC /--- PVC FLOOR RETURN DEEP 1 1/2" RETURN LINE g1pill"'` PVC SCH 40GUNITE a ,• °,• SUNNING LEDGE SECTION NTS SHEER DECENT TRAP SPA WATER LEVEL 6" FROSTPROOF TILE (6x6 BLUE) 6" FROSTPROOF TILE (6x6 BLUE) POOL WATER LEVEL PLASTIC JET RETURN i GUNITE BENCH #4 REBAR (6"02" O.C.)--'; • .:i POOL WALL 9: 6" THICK GUNITE " WALL AND FLOOR ••'°• • "• • • ' WHITE CEMENT W/ SMOOTH FINISH : •� Via•• :.4. .: POOL AND SPA WALL SECTION A -A SCALE: NTS 10'-0" DECK BY OTHERS SLOPE: 1/4" PER FT MIN.) AWAY FROM THE POOL SECTION #4 REBAR CONT HORIZ O 6- #4 REBAR VERT STIRRUP 0 12" O.C. OOLCAP BY G.C. POOL CAP HAS ROUNDED EDGES & SLOPES AWAY FROM POOL NTS DEPTH # ® WATER LINE IN 4" HIGH CONTRASTING COLOR DECK DEPTH # AND "NO DIVE" TO BE MOUNTED TO DECK BY G.0 DECK MAN 3'-6" 24'-9" 34'-9" E L E V DECK BY OTHERS LIGHT BROOM FINISH SKIMMER POOL CAP BY G.C. POOL CAP HAS ROUNDED EDGES & SLOPES AWAY FROM POOL ': .:-.;:::,••• _ • iy its it WATER LEVEL +{•y`n?, .a. •;`�.,il.'gt .. �. .,, ,. .r.•�••y •i' •i a�• " .{..:. `.y.....�.`:.'P•a WATER LEVEL 6" FROSTPROOF TILE (6x6 BLUE) - 6" FROSTPROOF TILE (6x6 BLUE) EXSPANSION & CAULK ING 12" THICK BOND BEAM EXSPANSION & CAULKING •'• • 12" THICK BOND BEAM MATERIALS AND INSTALLATIONMATERIALS AND INSTALLATION ° �' •" i ,' •• •',• BY OTHERS • ' `• . •:•. PVC RETURN BY OTHERS (12" TO 18" BELOW SURFACE) (15'-0" CENTERS) ; :; ' • ' #4 VERT 0 6" O.C. • ` ''. 1 #4 HORIZ 0 12" O.C. • •.4 VERT O 6" O.C. �; • + ` LOCATED IN CENTER OF WALL ° #4 HORIZ O 12" O.C. NOTE ALL PALS AND SPAS LOCATED IN CENTER OF WALL HANE AANOR SEEP, DR/PS SKIMMER PVC W/77/ fYAMRA7jON IT IS EQUALIZER LINE 6" THICK GUNITE #4 X 4'-01-0 6" NORMAL TO ADD 2" TO 9' 4 X 4' -OF 06" WALL AND FLOOR OF WATER PER D4Y 6" THICK %9OTH i` WALL AND WHITE CEMENT 1 1/2" RETURN LINE • •• W/ SMOOTH FINISH CEMENT PVC SCH 40 FINISH •. 6 MILL BLACK POLY TURNED- w :•` ' •'•:•.• "•' w UP 1'-0 ON SIDE WALL OPTIONAL EXTRA 1111111II I I II I I I 1 1/2" SKIMMER #4 0 18" O.C. EA WAY 6" OVERDIG & 3/4" ROCK SUCTION LINE TO BRING POOL BACK TO PROPER DEPTH #4 0 18 APPLICATION A O.C. EA WAY PVC SCH 40 W/ 4" LEACH PIPE DOWN CENTER W/ TEE'S AND LEGS I ALL LINES RUN IN GUNITE STRUCTURE LEACH LINE RUN TO 12" INSPECTION PIPE, PUMP BY G.C. SCALE: N.T.S L--------------� DECK BY OTHERS DECK BY OTHERS SLOPE: 1/4" PER FT (MIN.) COL. CAP BY G.C. LIGHT BROOM FINISH SKIMMER OOL CAP BY G.C. AWAY FROM THE POOL POOL CAP HAS ROUNDED POOL CAP HAS ROUNDED EDGES & SLOPES AWAY EDGES & SLOPES AWAY FROM POOL FROM POOL '.. • A Y' • F': b•• +S �A�t�:: ;�i�M+X•i,�.yi:^::,i�:�'.'�,j .%i;` i, '3: ?t•i:(:�.�•¢;+; ~�;•�,%'S�•,` •.r�•„ •„ ' •y• t:. :?::. ^• ' WATER LEVEL:yy.i. . y'.::;,.;A:•r r ��`^`,.5*:='7 Y.. WATER LEVEL • .+• ; 6" FROSTPROOF TILE 6x6 BLUE ::•. , .. �•: 6" FROSTPROOF TILE (6x6 BLUE) ( ) EXSPANSION & CAULKING ~ ' ` 12" THICK BOND BEAM EXSPANSION & CAULKING : 12" THICK BOND BEAM MATERIALS AND INSTALLATION ' •::. MATERIALS AND INSTALLATION •t' •"• BY OTHERS is PVC RETURN BY OTHERS :;; 5' •': (12" TO 18" BELOW SURFACE) NOTE ALL POOLS AND SPAS • (15'-0" CENTERS) �' ..:4 VERT 0 6" O.C. HANE M/NOR SEEP, DR/PS : " " : ' #4 HORIZ O 12" O.C. 4 VERT O 6" O.C. WITHENAPoRAAON. /T/S "• �' �' «` %•4 LOCATED IN CENTER OF WALL 1 1/2- RETURN LINE7 #4 HORIZ 0 12" O.C. NORMAL 70 ADD 2 TO ✓ PVC SCH 40 LOCATED IN CENTER OF WALL OF WATER PER a4Y SKIMMER PVC '• EQUALIZER LINE • 5'-0 1 1/2" SKIMMERJ 5'-0 ,s SUCTION LINE #4 X 4'-01-0 6" PVC SCH 40 ' •4 X 4'-01-0 6" • •;: 6" THICK GUNITE 6" THICK GUNITE WALL AND FL00 ;; t WALL AND FLOOR WHITE CEMENT W/ SMOOTH FINISH WHITE CEMENT W/ SM 0TH FINISH cy r-------------- 6 MILL BLACK POLY TURNED- • •+•. ..' w •' w UP 1'-0 ON SIDE WALL OPTIONAL EXTRA I I I II II II II II 111 #4 0 18" O.C. EA WAY 6" OVERDIG & 3/4" ROCK TO BRING POOL BACK TO PROPER DEPTH I4 0 18" O.C. EA WAY APPLICATION " B " W/ 4" LEACH PIPE DOWN CENTER W/ TEE'S AND LEGS LEACH LINE RUN TO 12" INSPECTION PIPE, PUMP BY G.C. ALL LINES STUBBED THRU GUNITE STRUCTURE TO TRENCH L-------------- J SCALE: N.T.S SECTION DETAILS FOR PIPING RECIRCULATION LINES POOL SPECIFICATIONS (POOL/SPA DESIGNED PER 2012 IBC) 1) SIZE: 34'-9 x 61'-9 (APPROX) 2362 SQ/FT 3'-6" TO 4'-6" APPROX. 68,600 GALS 2) SHAPE: FREEFORM AS DRAWN WITH SUNLEDGE 3) CONSTRUCTION: #4 REBAR © 6"x12" O.C. W/ 8 1#2 SACK SHOTCRETE (4500PS1 MIN) 6" THICK WALLS AND FLOOR, 12" BOND BEAM 4) STEPS: ONE SET, THREE TREADS W/ TILE OUTLINE 5) INTERIOR FINISH: WHITE CEMENT & MARBLE SAND WITH SMOOTH FINISH (ALL MARBLE FINISHES, WITH OR WITHOUT DYE HAVE SHADING AND MOTTLING VARIATIONS, WHICH IS NORMAL NOT AN DEFICIENCY) 6) COPING: CAP STONE BY G.C. 7) WATERLINE TILE: ONE ROW 6x6 BLUE FROM STOCK W/ DEPTH NUMBERS AT WATER LINE. DEPTH NUMBERS ON DECK INCLUDED. OWNERS TILE PERSON TO LAY TILES IN DECK POUR. ANY OTHER TILE IS EXTRA CHARGE 8) OVERFLOW: DECK DRAINS BY GENERAL CONTRACTOR (G.C.) 9) AREATOR & DRYWELL: OPTIONAL EXTRA: 6" OVERDIG WITH 3/4" ROCK, 4" LEACH PIE RUN DOWN MIDDLE WITH TEE'S, G.C. TO RUN TO DAYLIGHT, G.C. IS RESPONSIBLE FOR SOILS OVERLOTTING, NEEDED TO REMOVE EXPANSIVE SOIL 10) FILTER SLAB/ROOM: BY OWNER 1 1) OTHER: OWNER RESPONSIBLE FOR ALL SOIL CONDITIONS 12) POOL EQUIPMENT: TRITON OR EQUAL 13) FILTER SYSTEM: THREE TR -140 SAND FILTER WITH ONE 7 1/2 HP PUMP 14) HEATER: ONE RAYPAK 1,100,000 HEATERS W/ DIRECT AIR AND VENTING BY G.0 15) CHLORINATOR: ONE RAINBOW TAB FEEDER ONE 0 -ZONE DELZONE EZ 40 OR EQUAL IS EXTRA 16) LADDER/HANDRAIL: ONE STANDARD HANDRAIL, ONE STANDARD THREE TREAD LADDER 17) VACUUM: ONE FLEX -0 -VAC HEAD 18) WATER TEST SET: ONE D.P.D. 4 IN 1 TEST KIT 19) THERMOMETER: ONE 110' 20) HAND SKIMMER: ONE DIP NET 21) SAFETY ROPE/POLES/HOOKS: ONE TELESCOPIC POLE, ONE LIFE HOOK 22) UNDERWATER LIGHT: SIX LOW VOLTAGE LIGHTS, CORD NOT TO EXCEED 35'-0", G.0 TO WIRE 23) FILL SPOUT: ONE AUTO -FILL UNIT, G.C. TO CONNECT TO BLUE WHITE LINE 24) MAIN DRAIN: TWO 12" SQ ANTI -VORTEX, ANTI -ENTRAPMENT FRAMES WITH GRILL, MAIN DRAIN 3" PVC SCH 40 LINE 25) VACUUM FITTING: N/A 26) RETURN FITTINGS: TEN 1 1/2" PVC SCH 40, IN WALLS TEN 1 12" FLOOR RETURNS 27) SKIMMERS: SIX SWIMQUIP OR EQUAL U-3 SKIMMERS 28) CHEMICALS: START-UP ONLY 29) PLUMBING: ALL PIPES ARE COLOR CODED & FLOW DIRECTION LABLED ALL PIPES ARE PVC SCH 40 UNLESS OTHERWISE NOTED 30) ELECTRICAL: GROUNDING OF ALL FIXTURES, REBAR, G.F.I. ON ALL LIGHTS AND OUTLETS. LIGHT NICHE ENCAPSULATED AND INSPECTED PER NEC 680.23(B)(2)(B). ALL WORK TO BE DONE BY OWNERS ELECTRICIAN. 31) TURN -OVER RATE: © 325 GPM = 19,500 PER/HR @ 4 HOURS = 78,000 GALS. 32) OTHER: ONE FREE INSTRUCTION AND SYSTEM LABELED 33) BATHER LOAD: 85 PEOPLE 34) OTHER: 60" WIDE SHEER DECENT WATER FEATURE WITH 1 HP WHIPSER FLOW PUMP AND 2" SUCTION AND 2" RETURN PVC LINE FLOW RATE FOR FILTER SUCTION LINES ® 325 GPM = 4.75 FT/SEC (7.0 FT/SEC MAX) OPTIONAL EXTRAS: A) SOLAR, BUBBLE FLOATING SPA COVER, CUT TO FIT B) AUTOMATIC ROBOT TYPE POOL CLEANER C) ANTI ENTRAPMENT SAFETY VACUMM RELEASE UNITS D) MESH WINTERIZING COVER INSTALLED APPLICATION "A" OR "B" IS ACCEPTABLE FOR INSTALLATION (NOTE: APPLICATION "B" IS EASIER TO SEE PIPING ON DRAWING) NOTES: SPECIAL INSPECTIONS: 1. TYPICAL FOR ALL 1. OWNER/G.0 RESPONSIBLE FOR LOCATION AND ELEVATION, SITE TO BE 1. AQUATIC CONSULTANT AND/OR PROJECT STRUCTURAL ENGINEER OF RECORD MUST INSPECT ALL INDICATED OTHERWISE ON 6" LOW TO RECIEVE POOL/SPA FORMS. POOL AND SPA TO BE BUILT AS SAME TIME. PLANS. POOL/SPA REBAR PRIOR TO PLACEMENT OF CONCRETE. 2. OWNER/G.0 RESPONSIBLE FOR EASY AND UNRESTRICTED ACCESS. 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THIRD PARTY TESTING OF POOL CONCRETE STEEL REINF. CUT OWNER/G.0 RESPONSIBLE FOR FILTER ROOM, POOL PIPE KNOCKOUTS AND CORE DRILLING BAND "B" AND PROVIDE 7 DAY, 14 DAY & 28 DAY BREAL TEST RESULTS TO BLUE WHITE POOLS 3. EXCAVATION BY G.C. ALL TRENCHING AND BACKFILLING AS NEEDED BY STEEL REINF. CUT BAND "A" G.0 EXCAVATOR. SHOULD FORMING BE NEEDED DUE TO SITE CONDITIONS, SHOTCRETE SHALL BE TYPE II CEMENT COMPOSED OF: NOTED OR SHOWN ON 1- #5 HOOP, DIA. OF OWNER/G.C. TO PAY FOR DRYWALL, LUMBER, METAL LETH AND STEEL PINS. 0 8 1/2 SACKS OF CEMENT 404u C Creek Dr BLUE WHITE TO SUPPLY LABOR AND INSTALL FORMS AS NEEDED. BLUE WHITE TO STRIP 30% PEA GRAVEL POOL SHELL PENETRATION REINF. FORMS OUT OF SHOTCRETE, G.C. TO BACKFILL WITH PEA GRAVEL AROUND POOL AND SPA. 0 70% SAND 4. ALL ELECTRICAL BY OWNER/G.C. ELECTRICIAN, INCLUDING ALL PARTS AND LABOR • AIR ENTRAINMENT: 8% PRIOR TO PUMPING WITH t1.5 TOLERANCE NEEDED TO MAKE SYSTEM OPERATIONAL. THIS INCLUDES BONDING, ELECTRICAL 2-5oz OF WATER REDUCING MIXTURE 201902575 ENGINEERING AND ALL PERMITS AS NEEDED 10% WATER 5. G.0 TO PULL PERMIT. BLUE WHITE TO PROVIDE SHOP DRAWING. NOTE: G.C./OWNER 2"-4" SLUMP (FOR SJORT DISTANCES) TO PAY TAXES AND PERMIT FEES. 4,500 PSI MIN. COMPRESSION STRENGTH AFTER 28 DAYS 6. WARRANTY: 1 YEAR ON STRUCTURE, MANUFACTURES WARRANTY ON ALL MANUFACTURED • CONTAIN ZPEX INTEGRAL CRYSTALLINE WATER PROOF ITEMS. BLUE WHITE WILL SUPPLY OUR STANDARD LIABILITY COVERAGE. NOTE: ANY EXTRA COVERAGE REQUESTED IS AN EXTRA CHARGE. FOUNDATION DESIGN (FOOTINGS) 7. OWNER RESPONSIBLE FOR ALL ELECTRIC, GAS, SEWER, WATER AND VENT UNLESS THE FOUNDATION DESIGNS HEREIN ARE BASED ON ASSUMED SOIL CONDITIONS, PER IRC TABLE R401.4.1 NOTED OTHERWISE. G.C./OWNER RESPONSIBLE FOR ALL UTILITY CONNECTIONS TO BLUE WHITE EQUIPMENT. MECHANICAL ENGINEEERING AND PERMITS AS NEEDED TO CONVENTIONAL SPREAD FOOTINGS: MAKE SYSYTEM COMPLETE AND FUNCTIONAL. NOTE: G.C./OWNER TO COVER AND HEAT A. MAXIMUM ALLOWABLE BEARING PRESSURE: 1,500psf WORK AREANEEDED DUE TO INCLEMENT WEATHER. A QUALIFIED GEOTECHNICAL ENGINEER SHALL OBSERVE EXCAVATIONS PRIOR TO CONCRETING OPERATIONS 8. OWNER TO FURNISH SUFFICIENT POWER, TEMPORARY FENCE AND WATER TO BUILD TO VERIFY THE BEARING STRATUM IS PROPERLY PREPARED. A COPY OF A FIELD REPORT SHALL BE AND FILL POOL AND SPA. OWNER TO POST ALL POOL AND SPA SAFETY SIGNAGE. 9. POOL AND SPA EMERGENCY SHUT DOWN SWITCHES AND LOCATIONS BY OWNERS TRANSMITTED TO THE ENGINEER OF RECORD. ELECTRICIAN WHERE APPLICABLE, OWNER UNDERSTANDS AND ACCEPTS ALL RISKS ASSOCIATED WITH SLAB—ON—GRADE 10. PERMANANT FENCE TO BE PROVIDED AND INSTALLED BY G.C. PRIOR TO POOL CONSTRUCTION. PLASTER FINISH AND FILLING WITH WATER. FOUNDATION WALLS HAVE BEEN DESIGNED FOR AN ASSUMED EQUIVALENT ACTIVE FLUID PRESSURE OF 60pcf & AN EQUIVALENT PASSIVE FLUID PRESSURE OF 200pcf FOR THE PASSIVE CONDITION. PRESSURE LAP LENGTH VALUES ASSUME CONTRACTOR PROVIDES ADEQUATE DE—WATERING MEASURES FOR SITE. SEE STRUCTURAL I nlnTFc NOTE: CORNER BAR TO MATCH PRIMARY HORIZ. REINFORCING Al . POOL STRUCTURE CORNER MAT REINFORCING NO SCALE NO SCALE LdZ �F o on as ENGINEERS STAMP 03/10/2021 "O 54367 MM`W11111zllvsi9n dbv sA�UEL H. SCHNEIDERS IN C-11, E�-a mer �zncboren9 co THESE DRAWINGS WERE NOT PREPARED BY ANCHOR ENGINEERING, INC. THE P.E. STAMP PROVIDED HEREIN APPLIES ONLY TO THE STRUCTURAL ADEQUACY OF THE REINFORCED CONCRETE POOUSPA WALLS & SLAB ON THIS SHEET. DRAWN BY: D TM DATE12/30/19 REV: A SHEET 1/�l 1 of 4 NOTES: AREA OF BARS EQUAL 1. TYPICAL FOR ALL BAND "A" BARS CUT OPENINGS IN CONCRETE WALLS & SLAB UNLESS ADD 1-#5x4'-0" DIAG. @ INDICATED OTHERWISE ON EACH CORNER FOR EACH PLANS. LAYER OF REINFORCING 2. DO NOT WELD REINFORCEMENTTO PIPE STEEL REINF. CUT SLEEVES AND INSERTS. BAND "B" AREA OF BARS EQUAL BAND "A" BARS CUT STEEL REINF. CUT BAND "A" PROVIDE MINIMUM LAP AS NOTED OR SHOWN ON 1- #5 HOOP, DIA. OF PLANS (TYP.) OPENING + 8", IN EACH LAYER OF REINF'G FOR OPENINGS LARGER THAN 8". POOL SHELL PENETRATION REINF. NO SCALE LdZ �F o on as ENGINEERS STAMP 03/10/2021 "O 54367 MM`W11111zllvsi9n dbv sA�UEL H. SCHNEIDERS IN C-11, E�-a mer �zncboren9 co THESE DRAWINGS WERE NOT PREPARED BY ANCHOR ENGINEERING, INC. THE P.E. STAMP PROVIDED HEREIN APPLIES ONLY TO THE STRUCTURAL ADEQUACY OF THE REINFORCED CONCRETE POOUSPA WALLS & SLAB ON THIS SHEET. DRAWN BY: D TM DATE12/30/19 REV: A SHEET 1/�l 1 of 4 00 00 r In Sol 0) IN prml w(_0 ` IMLIF >N 000 W 0 \ tEllw . /\ LL_ O x ' J Q / 1 ` Q O LL_ 2"0 SHEER DECENT SUCTIONRAISED\ z PVC SCH 40 ' , cn Q_'Law II 2"0SHEER DECENT RETURN -- PVC SCH 40 / SEE SHEET 3 OF 3 L N w SPA L(-) Z LC) 1 0 HANDRAI / / uIJ / r 3 I� 60" WIDE SHEER DECENT I / WATER FEATURE 0 FLOOR RETURN, TYP \ (10 PLACES) 1 . 1 RISER/12" RUN STEPS � / SUN SHELF SHALL HAVE SLIP-RESISTANT, / COLOR CONTRASTING TILE AT THE LEADING HORIZONTAL / AND VERTICAL EDGES ON BOTH THE TOP HORIZONTAL EDGES AND I JE 6 "0 POOL RETURN L I NE- - - - ' / / ANDD FRO MI NGVUNDERWATER. TILED TOHALBEL2. WIBE VDEWABLE FROM THE DECK STEPS W/ " WIDE TILE OUTLINE I PVC SCH 40 ON FRONT DGE AND FACE OF STEP I I I I • 4"0 POOL MAIN DRAIN PVC SCH 40 4"0 POOL SKIMMER LINE / V.G.B.COMPLIANT MAI O PVC SCH 40 I DRAIN GRILL, TYP. AUTO-FILL SENSOR LINE O v \ POOL RETURN, TYP. SKIMMER, TYP. / /' a u r \ \ - 0 W �\ UNDERWATER LIGHT, TYP / \ / , rr''11 w OPTIONAL EXTRA WATER FEATURE: O • BLUE WHITE TO DO A 2'-0 CENTER SPRAY WITH GUNITE PEDESTAL TO SUPPORT WATER FEATURE SPRAY HEADS I• BLUE WHITE TO DO THREE 1"0 PVC SCH 40 LINES TO \ PEDESTAL. NOTE: SPRAY HEADS BY OWNER r \ I i • BLUE WHITE TO RUN TWO 2"0 LINES, ONE FOR SUCTION AND ONE FOR RETURN. POWERED BY ONE 3hp PUMP LOCATED IN \ I 1 P L A N V I EW - P 0 0 L POOL EQUIPMENT ROOM. TIME CLOCK BY OWNER. �T4 SCALE: 1/4" = 1 ' - 0 " • BLUE WHITE TO LAY TILE ON TOP OF PEDESTAL ANDA 6" O WATERLINE TILE BORDER FROM BLUE WHITE STOCK. I \ • SEE BID ADDENDUM FOR MORE INFORMATION � I � I 1• I m z / I0 s LJ \ \ 3 TREAD LADDER / / wC3 oz 'o � (L o ENGINEERS STAMP 03/10/2021 _ - 54367 AsBuilds Fs io►� THESE DRAWINGS WERE NOT PREPARED BY ANCHOR ENGINEERING, INC. THE P.E. STAMP PROVIDED HEREIN APPLIES ONLY TO THE STRUCTURAL ADEQUACY OF THE REINFORCED CONCRETE POOUSPA WALLS & SLAB ON THIS SHEET. DRAWN BY: DJM oA 12/30/19 REV: A SHEET 1/,l 2-f 4 DECK DEPTH A ADD . NO DIVE m TO BE HANDLED TO i / i / I I I \ v v EL -DEPTH POOL DEPTH ED -o\ N / \ ELL \ ## I I I No HIM A PTH DOL END ## swpWenwater I p001 Eatl� r «. CE Cir >NEEC N �omN fox ®<0a U XP LED i i 11 U 4 P IZETC ETC ° 400 1203 C Er rl Fo C7� pool x z�Z 0Mom1004223SENTUd,.vd.o6109145, NNI Lj O 16 m SEE 17M 71M NIL /Rol rYPICAL 3 TREAD E,00ER OR POOL Ww �a O / U O Ca400 P�nN view Poop O Po CE ELL \1 LOT # # 3FT0'" - NGGIVING—.,o.G-LEFTR., ....,,.� o,,...,...IRAN R'JOINiTTRZEMN �. NAME ON xao,: �xa;36 ...,o... ., a.� 54367 AsBuilds AMOUNT, DJM SRI 2/30/19 TC(PI CAL HANDRAIL 3FT0'" - NGGIVING—.,o.G-LEFTR., ....,,.� o,,...,...IRAN R'JOINiTTRZEMN �. NAME ON xao,: �xa;36 ...,o... ., a.� 54367 AsBuilds AMOUNT, DJM SRI 2/30/19 EXPOSED GUNITE ON BACK - OF CATCH SPA TO BE FINISHED WITH STUCCO OR FLAGSTONE BY OTHERS DECK BY OTHERS SLOPE: 1/4" PER FT (MIN.) EXSPANSION & CAULKING MATERIALS AND INSTALLATION BY OTHERS 1 1/2" RETURN UNE PVC SCH 40 WHITE CEMENT SAME AS POOL 5'-0 IQ - #4 O 18" O.C. EA WAY :NT ISH, TYP. TYPICAL STEP WITH TILE OUTLINE NTS - ACTUAL STEPS NOT SHOWN EXPOSED GUNITE ON BACK - OF CATCH SPA TO BE FINISHED WITH STUCCO OR FLAGSTONE BY OTHERS DECK BY OTHERS SLOPE: 1/4" PER FT (MIN.)-\ BY OTHERS SKIMMER PVC ' EQUALIZER UNE 1 1/2" SKIMMER SUCTION LINE 6" THICK GUNITE PVC SCH 40 WALL AND FLOOR WHITE CEMENT 5'-0 SAME AS POOL #4 X 4'-0E-0 6" • ' a•' TYP I CAL WALL & FLOOR SECT 1 ON #4018"O.C.EA WAY SCALE: NTS CONTACT LAP SPLICING- ALL SPLICES SHALL HAVE A MIN. OF 12" OVERLAP PER SPLICE AND HAVE A MIN. OF 3 BAR TIES PER SPLICE. .. —— .— .. --- —_ r n A D n A I I C & CAULKING MATER A SNSION AND INSTALLATION J •• BY OTHERS #4 X CONT, TYP #4 0 18", TYP 5'-0 #4 X 4'-OF0 6" -1 JET RETURN LINE PVC SCH 40 CAP STONE ad a �10" RISE • X12" RUN SPA CAP BY G.C. SPA CAP HAS ROUNDED EDGES & SLOPES AWAY FROM SPA 1/2" VENTURI AIR RUN UNDER COPING AS SHOWN WATER LEVEL 6" FROSTPROOF TILE 12" THICK BOND BEAM 0 PLASTIC JET RETURN a (ALL HIGH JETS ARE 8" DOWN ALL LOW JETS ARE 12" DOWN) GUNITE BENCH ,4: •. •,° #4 VERT O 6" O.C. #4 HORIZ O 12" O.C. e LOCATED IN CENTER OF WALL WHITE CEMENT SAME AS POOL t 4 #4 O 18" O.C. EA WAY ! 6" THICK GUNITE FLOOR ' �10" RISE #4 x CONT, TYP d 12" RUN da v �10" RISE da 12" RUN GUNITE A. d �10" RISE 0 -1 �'$�a° $.a• d # 4 1 8 " TYP d oa . a'• daq a.... 22 :4. • 49 d d Q d4 d 4J. 1'-0" STEP SECTION FOR POOL AND SPA u v v i v L_ .i i i L_ L_ n v L_ �_ I- iv i WATER FEATURE, SEE SHEET 2 OF 4 NTS — 4040 Clea Dr 20190257 r Creek is SPA SPECIFICATIONS 1) SIZE: 8'-0" RADIUS 201 SQ. FT. 3'-6" DEEP APPROX. 4,100 GALS 2) SHAPE: CIRCLE 3) CONSTRUCTION: 6" GUNITE W/#4 REBAR © 6"x12" O.C. 4) STEPS: ONE SET WITH 12" TREADS AND 10" RISERS W/TILE OUTLINE 5) INTERIOR FINISH: WHITE CEMENT & MARBLE SAND WITH SMOOTH FINISH 6) COPING: G.0 TO POUR CAP 7) WATERLINE TILE: ONE ROW OF 6"x6" FROSTPROOF BLUE FROM STOCK 8) OVERFLOW: DECK DRAINS BY GENERAL CONTRACTOR (G.C.) 9) AREATOR & DRYWELL: SEE POOL NOTES 10) FILTER SLAB/ROOM: BY OWNER 1 1) OTHER: OWNER RESPONSIBLE FOR ALL SOIL CONDITIONS 12) POOL EQUIPMENT: TRITON OR EQUAL 13) FILTER SYSTEM: ONE TR -140 SAND FILTER WITH ONE 2 HP PUMP 14) HEATER: ONE RAYPAK 400 W/ DIRECT AIR AND VENTING BY G.C. 15) CHLORINATOR: ONE RAINBOW 300 WITH ONE 5 LB TUB OF 1 " SOLID CHLORINE TABLETS (NOTE: NO OTHER CHEMS ON SITE) AUTO CHEM SYSTEM NOT IN BID. AUTO CHEM SYSTEM BY OTHERS. OWNER/GC TO HIRE BIO LAB OR EQUAL 16) LADDER/HANDRAIL: ONE STANDARD HANDRAIL 17) VACUUM: ONE FLEX—O—VAC HEAD 18) WATER TEST SET: ONE D.P.D. 4 IN 1 TEST KIT 19) THERMOMETER: ONE 110' 20) HAND SKIMMER: ONE DIP NET 21) SAFETY ROPE/POLES/HOOKS: N/A 22) UNDERWATER LIGHT: TWO LOW VOLTAGE LIGHT, CORD NOT TO EXCEED 50'-0" 23) FILL SPOUT: AUTO—FILL UNIT G.0 TO CONNECT TO BLUE WHITE LINE 24) MAIN DRAIN: TWO 12" SQ ANTI—VORTEX FRAMES WITH GRILL, 2" PVC SCH 40 LINE 25) VACUUM FITTING: N/A 26) RETURN FITTINGS: TWO 1 1/2" PVC SCH 40 RETURNS 27) SKIMMERS: TWO SWIMQUIP OR EQUAL U-3 SKIMMERS 28) CHEMICALS: START—UP ONLY 29) PLUMBING: ALL PIPES ARE COLOR CODED & FLOW DIRECTION LABLED ALL PIPES ARE PVC SCH 40 UNLESS OTHERWISE NOTED 30) ELECTRICAL: GROUNDING OF ALL FIXTURES, REBAR, G.F.I. ON ALL LIGHTS AND OUTLETS. ALL IN ACCORDANCE WITH N.E.C. CODE 680. ALL WORK TO BE DONE BY OWNERS ELECTRICIAN. 31) TURN—OVER RATE: © 135 GPM © 30 MINUTES = 4100 GALS. 32) OTHER: ONE FREE INSTRUCTION AND SYSTEM LABLED 33) OTHER: ONE 5 HP JET PUMP W/ TEN PLASTIC NON ADJUSTABLE JETS WITH VENTURI AIR RUN TO SURFACE 34) BATHER LOAD: 10 PEOPLE FLOW RATE FOR FILTER SUCTION LINES © 135GPM = 6.79 FT/SEC (7.0 FT/SEC MAX) SPA CAP BY G.C. SKIMMER SPA CAP HAS ROUNDED EDGES & SLOPES AWAY EXPOSED GUNITE ON BACK FROM SPA ..:. ; :. •i, WATER LEVEL Ate.::. �,: 6" FROSTPROOF TILE �O 12" THICK BOND BEAM DECK BY OTHERS FILTER WASTE LINE UGHT BROOM FINISH PVC RETURN (12" TO 18" BELOW SURFACE) • : (15'-0" CENTERS) •' #4 VERT O 6" O.C. :�: %Gr;i .•t;= ;.�rt� $:yip' ..•.«_,:.�.s.i;;•.;.:•F:.x,i•..y;�a• ,�y..fe #4 HORIZ 0 12" O.C. •- ..! LOCATED IN CENTER OF WALL 6" THICK GUNITE WALL AND FLOOR WHITE CEMENT SAME AS POOL 5'-0 IQ - #4 O 18" O.C. EA WAY :NT ISH, TYP. TYPICAL STEP WITH TILE OUTLINE NTS - ACTUAL STEPS NOT SHOWN EXPOSED GUNITE ON BACK - OF CATCH SPA TO BE FINISHED WITH STUCCO OR FLAGSTONE BY OTHERS DECK BY OTHERS SLOPE: 1/4" PER FT (MIN.)-\ BY OTHERS SKIMMER PVC ' EQUALIZER UNE 1 1/2" SKIMMER SUCTION LINE 6" THICK GUNITE PVC SCH 40 WALL AND FLOOR WHITE CEMENT 5'-0 SAME AS POOL #4 X 4'-0E-0 6" • ' a•' TYP I CAL WALL & FLOOR SECT 1 ON #4018"O.C.EA WAY SCALE: NTS CONTACT LAP SPLICING- ALL SPLICES SHALL HAVE A MIN. OF 12" OVERLAP PER SPLICE AND HAVE A MIN. OF 3 BAR TIES PER SPLICE. .. —— .— .. --- —_ r n A D n A I I C & CAULKING MATER A SNSION AND INSTALLATION J •• BY OTHERS #4 X CONT, TYP #4 0 18", TYP 5'-0 #4 X 4'-OF0 6" -1 JET RETURN LINE PVC SCH 40 CAP STONE ad a �10" RISE • X12" RUN SPA CAP BY G.C. SPA CAP HAS ROUNDED EDGES & SLOPES AWAY FROM SPA 1/2" VENTURI AIR RUN UNDER COPING AS SHOWN WATER LEVEL 6" FROSTPROOF TILE 12" THICK BOND BEAM 0 PLASTIC JET RETURN a (ALL HIGH JETS ARE 8" DOWN ALL LOW JETS ARE 12" DOWN) GUNITE BENCH ,4: •. •,° #4 VERT O 6" O.C. #4 HORIZ O 12" O.C. e LOCATED IN CENTER OF WALL WHITE CEMENT SAME AS POOL t 4 #4 O 18" O.C. EA WAY ! 6" THICK GUNITE FLOOR ' �10" RISE #4 x CONT, TYP d 12" RUN da v �10" RISE da 12" RUN GUNITE A. d �10" RISE 0 -1 �'$�a° $.a• d # 4 1 8 " TYP d oa . a'• daq a.... 22 :4. • 49 d d Q d4 d 4J. 1'-0" STEP SECTION FOR POOL AND SPA u v v i v L_ .i i i L_ L_ n v L_ �_ I- iv i WATER FEATURE, SEE SHEET 2 OF 4 NTS — 4040 Clea Dr 20190257 r Creek is SPA SPECIFICATIONS 1) SIZE: 8'-0" RADIUS 201 SQ. FT. 3'-6" DEEP APPROX. 4,100 GALS 2) SHAPE: CIRCLE 3) CONSTRUCTION: 6" GUNITE W/#4 REBAR © 6"x12" O.C. 4) STEPS: ONE SET WITH 12" TREADS AND 10" RISERS W/TILE OUTLINE 5) INTERIOR FINISH: WHITE CEMENT & MARBLE SAND WITH SMOOTH FINISH 6) COPING: G.0 TO POUR CAP 7) WATERLINE TILE: ONE ROW OF 6"x6" FROSTPROOF BLUE FROM STOCK 8) OVERFLOW: DECK DRAINS BY GENERAL CONTRACTOR (G.C.) 9) AREATOR & DRYWELL: SEE POOL NOTES 10) FILTER SLAB/ROOM: BY OWNER 1 1) OTHER: OWNER RESPONSIBLE FOR ALL SOIL CONDITIONS 12) POOL EQUIPMENT: TRITON OR EQUAL 13) FILTER SYSTEM: ONE TR -140 SAND FILTER WITH ONE 2 HP PUMP 14) HEATER: ONE RAYPAK 400 W/ DIRECT AIR AND VENTING BY G.C. 15) CHLORINATOR: ONE RAINBOW 300 WITH ONE 5 LB TUB OF 1 " SOLID CHLORINE TABLETS (NOTE: NO OTHER CHEMS ON SITE) AUTO CHEM SYSTEM NOT IN BID. AUTO CHEM SYSTEM BY OTHERS. OWNER/GC TO HIRE BIO LAB OR EQUAL 16) LADDER/HANDRAIL: ONE STANDARD HANDRAIL 17) VACUUM: ONE FLEX—O—VAC HEAD 18) WATER TEST SET: ONE D.P.D. 4 IN 1 TEST KIT 19) THERMOMETER: ONE 110' 20) HAND SKIMMER: ONE DIP NET 21) SAFETY ROPE/POLES/HOOKS: N/A 22) UNDERWATER LIGHT: TWO LOW VOLTAGE LIGHT, CORD NOT TO EXCEED 50'-0" 23) FILL SPOUT: AUTO—FILL UNIT G.0 TO CONNECT TO BLUE WHITE LINE 24) MAIN DRAIN: TWO 12" SQ ANTI—VORTEX FRAMES WITH GRILL, 2" PVC SCH 40 LINE 25) VACUUM FITTING: N/A 26) RETURN FITTINGS: TWO 1 1/2" PVC SCH 40 RETURNS 27) SKIMMERS: TWO SWIMQUIP OR EQUAL U-3 SKIMMERS 28) CHEMICALS: START—UP ONLY 29) PLUMBING: ALL PIPES ARE COLOR CODED & FLOW DIRECTION LABLED ALL PIPES ARE PVC SCH 40 UNLESS OTHERWISE NOTED 30) ELECTRICAL: GROUNDING OF ALL FIXTURES, REBAR, G.F.I. ON ALL LIGHTS AND OUTLETS. ALL IN ACCORDANCE WITH N.E.C. CODE 680. ALL WORK TO BE DONE BY OWNERS ELECTRICIAN. 31) TURN—OVER RATE: © 135 GPM © 30 MINUTES = 4100 GALS. 32) OTHER: ONE FREE INSTRUCTION AND SYSTEM LABLED 33) OTHER: ONE 5 HP JET PUMP W/ TEN PLASTIC NON ADJUSTABLE JETS WITH VENTURI AIR RUN TO SURFACE 34) BATHER LOAD: 10 PEOPLE FLOW RATE FOR FILTER SUCTION LINES © 135GPM = 6.79 FT/SEC (7.0 FT/SEC MAX) SPA CAP BY G.C. SKIMMER SPA CAP HAS ROUNDED EDGES & SLOPES AWAY EXPOSED GUNITE ON BACK FROM SPA OF CATCH SPA TO BE FINISHED WITH = VALVES STUCCO OR FLAGSTONE BY OTHERS = CHLORINATOR �O Y,,... WATER LEVEL DECK BY OTHERS FILTER WASTE LINE UGHT BROOM FINISH ,+. •:" 6" FROSTPROOF TILE ' 12" THICK BOND BEAM d N •' } :�: %Gr;i .•t;= ;.�rt� $:yip' ..•.«_,:.�.s.i;;•.;.:•F:.x,i•..y;�a• ,�y..fe �'•. '•: #4 VERT O 6" O.C. -^.1., ;; ...^ • %_ i • r ; • �.•..: #4 HORIZ O 12" O.C. LOCATED IN CENTER OF WALL '•4 • K• EXSPANSION & CAULKING MATERIALS AND INSTALLATION '.' • •' • • `' ' ' WHITE CEMENT SAME AS POOL 5'-0 IQ - #4 O 18" O.C. EA WAY :NT ISH, TYP. TYPICAL STEP WITH TILE OUTLINE NTS - ACTUAL STEPS NOT SHOWN EXPOSED GUNITE ON BACK - OF CATCH SPA TO BE FINISHED WITH STUCCO OR FLAGSTONE BY OTHERS DECK BY OTHERS SLOPE: 1/4" PER FT (MIN.)-\ BY OTHERS SKIMMER PVC ' EQUALIZER UNE 1 1/2" SKIMMER SUCTION LINE 6" THICK GUNITE PVC SCH 40 WALL AND FLOOR WHITE CEMENT 5'-0 SAME AS POOL #4 X 4'-0E-0 6" • ' a•' TYP I CAL WALL & FLOOR SECT 1 ON #4018"O.C.EA WAY SCALE: NTS CONTACT LAP SPLICING- ALL SPLICES SHALL HAVE A MIN. OF 12" OVERLAP PER SPLICE AND HAVE A MIN. OF 3 BAR TIES PER SPLICE. .. —— .— .. --- —_ r n A D n A I I C & CAULKING MATER A SNSION AND INSTALLATION J •• BY OTHERS #4 X CONT, TYP #4 0 18", TYP 5'-0 #4 X 4'-OF0 6" -1 JET RETURN LINE PVC SCH 40 CAP STONE ad a �10" RISE • X12" RUN SPA CAP BY G.C. SPA CAP HAS ROUNDED EDGES & SLOPES AWAY FROM SPA 1/2" VENTURI AIR RUN UNDER COPING AS SHOWN WATER LEVEL 6" FROSTPROOF TILE 12" THICK BOND BEAM 0 PLASTIC JET RETURN a (ALL HIGH JETS ARE 8" DOWN ALL LOW JETS ARE 12" DOWN) GUNITE BENCH ,4: •. •,° #4 VERT O 6" O.C. #4 HORIZ O 12" O.C. e LOCATED IN CENTER OF WALL WHITE CEMENT SAME AS POOL t 4 #4 O 18" O.C. EA WAY ! 6" THICK GUNITE FLOOR ' �10" RISE #4 x CONT, TYP d 12" RUN da v �10" RISE da 12" RUN GUNITE A. d �10" RISE 0 -1 �'$�a° $.a• d # 4 1 8 " TYP d oa . a'• daq a.... 22 :4. • 49 d d Q d4 d 4J. 1'-0" STEP SECTION FOR POOL AND SPA u v v i v L_ .i i i L_ L_ n v L_ �_ I- iv i WATER FEATURE, SEE SHEET 2 OF 4 NTS — 4040 Clea Dr 20190257 r Creek is SPA SPECIFICATIONS 1) SIZE: 8'-0" RADIUS 201 SQ. FT. 3'-6" DEEP APPROX. 4,100 GALS 2) SHAPE: CIRCLE 3) CONSTRUCTION: 6" GUNITE W/#4 REBAR © 6"x12" O.C. 4) STEPS: ONE SET WITH 12" TREADS AND 10" RISERS W/TILE OUTLINE 5) INTERIOR FINISH: WHITE CEMENT & MARBLE SAND WITH SMOOTH FINISH 6) COPING: G.0 TO POUR CAP 7) WATERLINE TILE: ONE ROW OF 6"x6" FROSTPROOF BLUE FROM STOCK 8) OVERFLOW: DECK DRAINS BY GENERAL CONTRACTOR (G.C.) 9) AREATOR & DRYWELL: SEE POOL NOTES 10) FILTER SLAB/ROOM: BY OWNER 1 1) OTHER: OWNER RESPONSIBLE FOR ALL SOIL CONDITIONS 12) POOL EQUIPMENT: TRITON OR EQUAL 13) FILTER SYSTEM: ONE TR -140 SAND FILTER WITH ONE 2 HP PUMP 14) HEATER: ONE RAYPAK 400 W/ DIRECT AIR AND VENTING BY G.C. 15) CHLORINATOR: ONE RAINBOW 300 WITH ONE 5 LB TUB OF 1 " SOLID CHLORINE TABLETS (NOTE: NO OTHER CHEMS ON SITE) AUTO CHEM SYSTEM NOT IN BID. AUTO CHEM SYSTEM BY OTHERS. OWNER/GC TO HIRE BIO LAB OR EQUAL 16) LADDER/HANDRAIL: ONE STANDARD HANDRAIL 17) VACUUM: ONE FLEX—O—VAC HEAD 18) WATER TEST SET: ONE D.P.D. 4 IN 1 TEST KIT 19) THERMOMETER: ONE 110' 20) HAND SKIMMER: ONE DIP NET 21) SAFETY ROPE/POLES/HOOKS: N/A 22) UNDERWATER LIGHT: TWO LOW VOLTAGE LIGHT, CORD NOT TO EXCEED 50'-0" 23) FILL SPOUT: AUTO—FILL UNIT G.0 TO CONNECT TO BLUE WHITE LINE 24) MAIN DRAIN: TWO 12" SQ ANTI—VORTEX FRAMES WITH GRILL, 2" PVC SCH 40 LINE 25) VACUUM FITTING: N/A 26) RETURN FITTINGS: TWO 1 1/2" PVC SCH 40 RETURNS 27) SKIMMERS: TWO SWIMQUIP OR EQUAL U-3 SKIMMERS 28) CHEMICALS: START—UP ONLY 29) PLUMBING: ALL PIPES ARE COLOR CODED & FLOW DIRECTION LABLED ALL PIPES ARE PVC SCH 40 UNLESS OTHERWISE NOTED 30) ELECTRICAL: GROUNDING OF ALL FIXTURES, REBAR, G.F.I. ON ALL LIGHTS AND OUTLETS. ALL IN ACCORDANCE WITH N.E.C. CODE 680. ALL WORK TO BE DONE BY OWNERS ELECTRICIAN. 31) TURN—OVER RATE: © 135 GPM © 30 MINUTES = 4100 GALS. 32) OTHER: ONE FREE INSTRUCTION AND SYSTEM LABLED 33) OTHER: ONE 5 HP JET PUMP W/ TEN PLASTIC NON ADJUSTABLE JETS WITH VENTURI AIR RUN TO SURFACE 34) BATHER LOAD: 10 PEOPLE FLOW RATE FOR FILTER SUCTION LINES © 135GPM = 6.79 FT/SEC (7.0 FT/SEC MAX) '-4" WIDE :NCH AREA EW -0" 3OVE POOL JNITE TO BE COVERED Y G.C./OWNER. ESPONSIBLE FOR ANY , ALL BY G.0/OWNER E SUPPLIED AND INSTALLED BY G.C. PLUMBER MECH ROOM SCALE: 3/8" = 1'-0" NOTE: ANY ELECTRICAL WIRING TO THE HEATERS IS BY G.C.'S ELECTRICIAN WHICH INCLUDES ALL SWITCHES AND POWER VENTS FOR THE HEATERS. FOLLOW MANUFACTURES SPECS. ALL COMBUSTION AIR, VENT AND GAS LINE BY G.C. ALL FRESH WATER AND VACUUM BREAKER RUN TO BLUE WHITE EQUIP. BY G.C. ANY CORE—DRILLING/CONCRETE KNOCKOUTS BY G.C. VENT SIZE ON HEATERS SHOWN IS MINIMUM REQUIRED. INCREASE IN VENT SIZE DUE TO LENGTH OF VERTICAL RUN TO BE CALCULATED BY MECH ENGINEER. ALL VENTING PIPE SUPPLIED AND INSTALLED BY G.C'S MECH CONTRACTOR LEGEND �F sw = PUMP DISCONNECT = FLOW METER W9 N O = VALVES ® = CHLORINATOR �O = BACKFLOW PREVENTER -----= FILTER WASTE LINE Q = SVRS VA -2000 (OPTIONAL EXTRA) d N M M E R LINE w D n m w zsi O cocm cnIS) --AA --A 41 con Or ;13r nD <D � 2V, nm O O Gm cn m cn� x� nz nv �m oc cn� _-1 cn vm 0 O vzi �� nc z �� vr- �y �z L SENSOR LINE — =Z �� o C" �Z z o� z o cn� CD ;K fn '-4" WIDE :NCH AREA EW -0" 3OVE POOL JNITE TO BE COVERED Y G.C./OWNER. ESPONSIBLE FOR ANY , ALL BY G.0/OWNER E SUPPLIED AND INSTALLED BY G.C. PLUMBER MECH ROOM SCALE: 3/8" = 1'-0" NOTE: ANY ELECTRICAL WIRING TO THE HEATERS IS BY G.C.'S ELECTRICIAN WHICH INCLUDES ALL SWITCHES AND POWER VENTS FOR THE HEATERS. FOLLOW MANUFACTURES SPECS. ALL COMBUSTION AIR, VENT AND GAS LINE BY G.C. ALL FRESH WATER AND VACUUM BREAKER RUN TO BLUE WHITE EQUIP. BY G.C. ANY CORE—DRILLING/CONCRETE KNOCKOUTS BY G.C. VENT SIZE ON HEATERS SHOWN IS MINIMUM REQUIRED. INCREASE IN VENT SIZE DUE TO LENGTH OF VERTICAL RUN TO BE CALCULATED BY MECH ENGINEER. ALL VENTING PIPE SUPPLIED AND INSTALLED BY G.C'S MECH CONTRACTOR LEGEND �F sw = PUMP DISCONNECT = FLOW METER W9 = FLOW DIRECTION O = VALVES ® = CHLORINATOR �O = BACKFLOW PREVENTER -----= FILTER WASTE LINE Q = SVRS VA -2000 (OPTIONAL EXTRA) AsBuilds Ldz �F sw W9 on3 as o ENGINEERS STAMP THESE DRAWINGS WERE NOT PREPARED BY ANCHOR ENGINEERING, INC. THE P.E. STAMP PROVIDED HEREIN APPLIES ONLY TO THE STRUCTURAL ADEQUACY OF THE REINFORCED CONCRETE POOUSPA WALLS & SLAB ON THIS SHEET. I DRAWN BY: DJM I DATE12/30/19 REV: A SHEET 1/�l 4-f 4 i CITY OF WHEAT RIDGE Building Inspection Division r� (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 7-5- . f Ile ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes:' No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE 5 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /110,/ 57 Job Address: e - Permit Number: 6? 0 Z_ 5- /�s 4C - Z_ IJ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: -3///--',/ Inspector: DO NOT REMOVE THIS NOTICE � ► 44" City of Wheat Ridge '/� Commercial New Structure PERMIT - 201902575 PERMIT NO: 201902575 ISSUED: 02/19/2020 JOB ADDRESS: 4040 Clear Creek Dr EXPIRES: 04/30/2021 JOB DESCRIPTION: Clear Creek Crossing - Amenity Building - single story, common use community building with swimming pool - 6,352 sq ft total **REVSION: Installation of Napoleon HD81NT-1 gas fireplace. NFI Certified ANSI 2223.1 & NFPA 54 60,000 BTU's; Added valuation: $8,000.00 *** CONTACTS *** OWNER ( 3 0 3) 757-0414 EVERGREEN CLEAR CREEK CROSSING GC (303) 757-0401 Ron Wolford 180393 Nexus Builders LLC SUB (303)795-6116 MONTE LOSAW 160078 LOSAW ELECTRIC INC. SUB (303)288-2308 WILLIUAM C COFFEY III 110081 PLATTE RIVER PLUMBING INC. SUB (720)373-4378 CORY JOHNSTON 190344 CBA MECHANICAL SUB (303)777-3234 DAVID G. HALL 017082 COLORADO COMFORT PRODUCTS,INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION:1,658,000.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 34,818.00 Permit Fee 91159.85 Engin. Review Fee 100.00 ** TOTAL ** 44,197.85 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WZ-19-01) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. Architectural elevations shall match the approved master plan permit. City of Wheat Ridge Commercial New Structure PERMIT - 201902575 PERMIT NO: 201902575 ISSUED: 02/19/2020 JOB ADDRESS: 4040 Clear Creek Dr EXPIRES: 04/30/2021 JOB DESCRIPTION: Clear Creek Crossing - Amenity Building - single story, common use community building with swimming pool - 6,352 sq ft total **REVSION: Installation of Napoleon HD81NT-1 gas fireplace. NFI Certified ANSI 2223.1 & NFPA 54 60,000 BTU's; Added valuation: $8,000.00 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 02/19/2020 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. , City of Wheatl�dge COMMUNITY DEVELOPMENT CityofWheat Ridge Municipal Building 7500 W. 20 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits(cilci.wheahidge.co.us or fax to 303-237-8929. Party requesting permit extension: Evergreen Clear Creek Crossing Permit # 201902575 Property Address: 4040 Clear Creek Dr. Phone# 720-272-8725 Email Address: adeckert@evgre.com Reason for extension request: Delayed construction start Number of days requested: 4/30/2021 Printed Name: Amy Deckert Signature:_z"—' Date: 02/25/2021 For office use only This request has been: X Approved ❑ Denied Extended =it 4/30/2021 Approved by: '?�' %lPar-¢¢+r. Daze: 2/25/2021 www.ci.whealridgaco.us CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 4-1 0 `/0 e—,lf Permit Number: _7eo) / ❑ No one available for inspection: Time AM/ -PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Date: _/ _. -20, Inspector: DO NOT REMOVE THIS NOTICE TEMPORARY CERTIFICATE OF OCCUPANCY CITY OF WHEAT RIDGE Permit Number: 201902575 7500 W. 29th Avenue Date 1/20/2021 Wheat Ridge, Colorado 80033 "Stipulations: This TEMPORARY Certificate of Occupancy is issued for 4040 Clear Creek Drive for the Club House and Leasing Offices. For issuance of final occupancy, all final Inspections shall be approved. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER Everareen Clear Creek Crossina. 1873 S. Bellaire Street. Suite 1200. Denver CO 80222 CONTRACTOR/ADDRESS: Nexus Builders LLC., 1873 S. Bellaire Street, Suite 1200, Denver CO 80222 PROPERTY ADDRESS: 4040 Clear Creek Drive, Wheat Ridge CO 80033 LEGAL DESCRIPTION: 39-194-04-003 FOR THE FOLLOWING PURPOSE New Commercial Building Use: Group A3/B Code Editions: ■ 2012 ICC / 2017 NEC No change shall be made in the Use of this building without prior notice and a new Certificate of Occupancy From the City of Wheat Ridge Chief Building OfficialG Zoning Administrator uR Sprinklered: ■No oYes i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office I INSPECTION NOTICE Inspection Type: F Job Address: 41�7'®'4' C Permit Number: 7 0 Z -5- 7.5 ❑ No one available for inspection: Time ,°,SQ- AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Inspector DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (/ (303) 235-2855 Office INSPECTION NOTICE Inspection Type:`a`1cir hi. Job Address: 41041U cJ - z CZ2 j -,k, Vii? Permit Number: <CJ/ Q? ; 7 S ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. uslinspection Date:-/- / _ Inspector: DO NOT REMOVE THIS NOTICE WHEATRIDGE BLDG DEPT Mr Randy Sulsser 7500 W 29th Avenue Wheat Ridge, Colorado 80033 303-235-2803 rslusser(a-)-ci.wheatridge.co.us Dear Mr Slusser, `- /,S,Z 1 �-%'K", 1-14-2021 528o Engineering rogerb@5280engineering.com 720-320-7744 www.DesionMEP.com Re: OUTLOOK CLEARCREEK CROSSING (2017-045) Plan Check No: 201901819-201901824 Regarding the Clubhouse at OUTLOOK CLEAR CREEK CROSSING, we recently received the Air Test and Balance Report. In that report, we see all mechanical equipment meeting our recommended ±10% air quantities except for two furnaces; • FR1-5T (1,998 CFM specified and 1,683 CFM measured; 84% of the specified 1,998 CFM) • FR2-5T (2,000 CFM specified and 1,532 CFM measured; 77% of the specified 2,000 CFM). .I visited the site multiple days and viewed the installation both in the mechanical room and in the attic. We met with the mechanical contractor and the air balancer confirming direct drive high-speed, static pressures, etc. All ductwork as installed is generously sized and measured static pressures are beneficially less than original mechanical design. The installed furnaces are slightly underperforming from "Industry Standard" in my opinion. According the manufacturers literature, the bare minimum CFM allowable for cooling is 300 CFM/ton; for 5.0 tons of cooling this airflow would be 1,500 CFM bare minimum. Heating for 135MBH input would be approximately 1,350 CFM absolute minimum. The measured airflow of 1,683 CFM and 1530 CFM are above the absolute minimum and therefore acceptable for this installation. Sincerely, 528oEngi Roger Blank, P.E., Please contact me if there are any outstanding concerns. .viii G R EGINT lko 24341 JAL E..........',��'�` y1�/ City of ] 1-14-2021 wheatRjdge COMMUNITY DEVELOPMENT APPROVED Reviewed for Code Compliance Randy Slusser 1/15/2021 Plans Examiner Date VetidInt of Mnnll: The ismante of o pe►mlt or opprowl of pians speci/lmnont and computations shall not be o permit for, or on approvalof pry aol000n to any of the provisions of the Dutding code or of o(r Gt y ordinances. Aermlta prcwnxng to 9h2 outhonty to wolotr or cancel the psw va" of Hie Yutldltg w l s a othrrordlnooces of the Gty shall not Ae sold CLUBHOUSE at Outlook Clr Crk Crossing Page 1 of 1 1-14-2021 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM, Re -inspection required: Yes No *When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Date: I Inspector: DO NOT REMOVE THIS NOTICE inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co. us/inspection Date: Inspector: ®O NOT REMOVE_ THIS NOTICE 41 CITY OF WHEAT RIDGE � -�Building Inspection Division / / (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number:'"` , Q_ ✓l ❑ No one available for ins-pection: Tirrm' AM/PM Re -Inspection required: QypNo When corrections have been made, sc le for re -inspection online at: httpYlwww.ci.wheatridge.co.uslinspe tion Dat Inspecto AwM r -a ;?,o/C/ 'Se61V 7- !Z/ k' Assernbiv SeNtal # Test Date," Time Tester Certificarion N't,�-20' _7Pass D*Fall I Assernbjy7estResults r Cott"fled ganktiow Testlnqj Neil & laAadipAwl 4M W, 9h Arx,We CC, (Wh Zoe; !Under suspension - Process i rnmediately BacktoFwd 1pfisase print with BLOCK LETTERING) Fvater Supplier: tc, District, Meter #. Facility Address: 4040 CLEAR CREEK DR. 22411 lake&modef: lentat�on 62__ of Use Protection I yrr_19: 711 Gap 0 DC 0 PVB 17 Air size: Date Installed: r[ADorrestc 0 Containment I njet CLAW P -New 0 Existing Glycol 0 Containment. by lsolattbn G"' Horizontal Previous Az-&-ernb4y 0 1 r ation rig Isolation 01 Vertical Up Locab, n. 0 Recycled 0 ver,I I tic, 0 Down Approved: Y cl Line # lritiai Test Result,- i Re -Test Results Tightness Dff erentia Renalres, rTig Fitne.is sL D Leak f F 0 Leak (RP, DC, PVB) ',V.�Tjght 0 Tight Check Naive #2 D Leak El Lewk (RP, DC) qTigr !RP'� Buffer (RP) Air Inlet (PVB) Shul Valve #2: igIn 0 Leaking 0 Replaced L06 -i off Valve 0 Tight 0 Leaking 0 Replac Bawl{pres ire: FJ'Yes 01 No ITest Procedure: X ASPA: 0 ASSE: -1 Be sure to 2Lovide adeguate drainage. -288-Z108:. JUS71 -905-8330 ........_;Contractor: PLATTE TE RIVER PLUM BING, INC BILLY.303 103 '-,...Alarm ComparylFire Department: QFS Certification A 2143-01504 Notified; Contacted By: ,._..J..._-jTL1rn Of Detef 11, e: Turn On Date/ i !me: C+Kit N! a ve: M i6nest Mcdet 845-5 Serial, 30509-, '�2 Last 0alibration Date January 30 -0201 0- Tesbr Gelfifts G -1 4S as;spv Ira's bow is wkh fhe above AMW p=a um and verffias the isotak—n vahe. r• ire nAtunmid to pe -N& " Testing Company: Advanced Backlilow LL0 Tester Name* Scat j_ npbeli Pilone: Certificate Expiration Date: June 30"h. 2012 Testing UW&ny. %birm. by 9-irdil (praWwal to A tips -&-AcAow To -at Rkepa"- iil fi-is wbiadl firle OR by Rw L, (30a 794 -W25. *FAILED test )asuits m4m_# be re.,wfel,64 to Dimvar I-AWer vijfil*.24 Bows of faduye at (3.03) 62;N=989_ Cuelamer varffles -.30V refumed to odgine; Test # 15928 i� P-11, Imam. oWed Bac iris Twin, ,�palr a 1r, stalatkef W 'Av 'e 'I r r -0 , T'�,, Wer -04 , , brct*-4� M4 F C rM Assembly Serla!# h ol V Test Date / Time Tester Certification # Assembly Test Results Ea --ss r ii*Fall I _]Under Suspensior, - Process lrnmed'iately Ae (pA-mase print to,,#h BLOCK LETTERING) supplier:.District: Meter Facifty Address: 404G CLEAR CREEK DR. Corfact Person: fS PAP f -P 0;,RP 0 DC 01 PVB 0 Alf Gap IT-YN---2TL—jSG Protection Orienta lition Date installed: li�k-bornestic '-�6-6ontainrnent inlet Outlet Q'IfZ;-76 —Eyisting 00 Fire 0 Glycol 0 Containment lyy Isolation i r= 1=11orizoiIta itI i z 4--:4 'Pvavious Assernbly #.- Fj inigation 0 isolation Vertical Up 0 Location: PkkkLc4A � , -✓'I ii 0 Recycled 0 vert'ic Dowr, .......... 7 Approved: Y ml,�q F - Line r hi'Mal Test Results Re -Test Results Repairs PSI: Tightness eient:_i Tightn;*tss Dfferential Check Valve #1 13 Leak ©Leak 'RP, Cc, PV5) i Tight - Check VaNe #2 0 Leak OLeahk P, r -,C) �j Tight Tig t Relief Vaks (RP) ffer (,RP) Ah (PVBII Valve #1: t3 Tight F3 Leaking F -j- Replaced-- Shuttof,Valve tQ: P-Tigilt 0 Leaking rL, Replaced 0 Yess 0 No ITest Procedure: X ASPA: 0 ASSE: Co ments: Be sure to provide adequate drainage. tracton PUATTE RIVER PLUMBINIG, INC BILLY, 303-288-2308;, JUSTIN 30-3-905-8330 CompanyFire DepaArnent: DFS CC' rtificizition 21-6-01504 .�.iPerson Notified: -Contacted By: URI Off DateMrne: Tum On Datefrime: Kit Make: Mlld.Nest t:st Nicidel: 845-5 Last Calibration Date: January 3011', 2020 Tester celffies thk asser-b& has been tested vofn the above kqed pmeewe and venftz fhe =Wtbn wa;iw bYCfr€i Wwwd ropm4*z? orwrtadm -qting Company Advanced Backflow LLC Testing Carnpany. %bm.k by e-mli 43reforred) to type 'Backliaw Ties, ReporW in the subject line OR submit: by Fex to (303) 794-8325, t I FAXED reit ravft rmist be reMrtee to Denver Wafer within 24 hours of famjre af f3o-?) 628-�9. Cuelom or verffliss SO V raturnwd to a.figh-a I positions:);__ Test 9 15928 R "A Bacdow eft"fied &Cfflew Tes-614, it A -Instay"SM Assembly Serial # Test Date/ Time Tester Certification # 972-0 Assembly Test Results F;7ass —0 nder Suspension - Process Immediateiv !15135111NEZ; 1: 1; � � 11� ,I _rzw �ifp Watei Supplier: lit - District: Meter Facility Address: 4040 CLEAR CREEK DR. i Ap C', iia r, L Contaet Persson: R A R R-Yf I 3-90-F-221,11 6MLt—US-0 Protection Orientation Typ-,: q,�RP 0 PVS 0 Air Gap SiZe: Date Installed: ' C antait,i ierlt I riltet Outlet '[3 Fire 0 Glycoi 0 Cantainment by lsoWtion /L� Horizontal 0 'Exisfing P revious Asserobiy 10 Irrigation 0 Isolation 01 Vertical Up 0 4 Locedon: 0 Recycled 0 Verticat' Down 0 Approved: Y D LEr Repalm W Initial Test ;Rkesufts Test 'Results , psi: Tightness 15—erembaf Tig,Ftnass !Diff erentia., CheckV-shle #1 I 0 Leak 13 Lew, (RP, DC, FV B) Tight 01 Tight Check Valve #2 f 0 (RP,, DC Leak leak 0 Tight ,T.,g h t Relief Valve (RP" Beer (RPS A ist Jr - h in' B) -x,--RNUt,,,.N,f. Vatqp #1: OTIght: Ocaking DIReplaced Ishutotf Valve 92: 0 Leaking 0 Replaced ackDr essure: 0 Yes 40 Wiest Procedure: X ABPA., ASSE: e--omments: Be sure to Erovide adequate drainage. PLATTE RIVER PLUMBING, INC BILLY,303-288-2308;, JUSTIN 303-905-8330 AlarM Compan!#Fire Department DPS CaVication 21-6-01504 -iPprson Nottified: Contacted By: Of DateMme: —Turn On Date/Time: e: M idwest aa�Model: 845-5 .4—:"ITest Kit Mank iSeriai ## N3050962 Last Calibra+10on Date: Jarli.iarx 2020 T I ester cetliftes this assen,*ly has been Wzed vdh ft abate ftW pmedum 9,7d vedries the k-;a49tki valves sere Wurned tcpf&4ezf odentatkn. .sting Coanimny: Advanced Backfm,-- LLC Tester Name: ,Sett ,Gdanpbefl Phone., 303-875-4996 Si native: Certtificate Expiration Date juna 3M, 2021 Testi it Co"any. -Submit by "lait (Preferredl tu typs "Backft-w TA-st qepots,' in the subject line OR submit by Fft in (X31) 70N,8325. FAILED test restifts =--f be re ted to Deaver kA'Wer withki 24 imars- of faili ire at (.303) 628-5969" Custo mar vwfftes SOV returned to i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:I`f=--- Job Address: _� Wig_: Permit Number: ' c) MIN ❑ No one available for inspection: Tim evsw/pm Re -Inspection required: When corrections have been made, schedule for re-insp online at: http://www. ci. wheatridge. co. usfinspectfon *2 � D ,�sDe� t ®®®® CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:' %art Job Address:. CZ rye/_ -4 Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: c4per__ cr Permit Number: 7— Q ❑ No one available for inspection: Time '' 2` �' AMAPM m Re -Inspection required: Yes: No When corrections have beeLLM de, call for re -inspection at 303-234-5933 Date: - a=' Inspector: f//'o DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:`--•-� Job Address: t4 Z7> Permit Number: d —Tc-, ' ❑ No one available for inspection: Ti M/PM Re -Inspection required: Yes(F When corrections have been m e, } drri�€®restiao online at: http://www.cLwheatricige.co.us see i n Dat: - ; sped -- ' i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: .I -- Job Address: Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yeses. No� I When corrections have been made, Fche,,dule for http://Www.ci.wheatridge.co.uslinsp tion Dt In ector at: i CITY OF WHEAT RIDGE . Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: - Job Address: �-- Permit Number: "�';CD _ �J -� ����� # '" _ _� fir►` wMffM E���`` .�...._1 ❑ No one available for inspection: Time 1 AM/PM Re -Inspection required: Ye When corrections have been made, ched& for httpJ/www.ci.wheatridge.co.0 nsp tion l Ddt- � Z�f,_7� Inspector. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:. Permit Number:~ fz ❑ No one available for inspection: Tim Re -Inspection required: Yes --"-No When corrections have been made, sched le for re -inspection online at: http✓/www. ci. wheatridge. co. us�nspectio; III communlrywplanning warchkectore \•• Cky o W heat �dge [OMNONIIY UfVHVPMfNT October 13, 2020 APPROVED Reviewed fer Code Comoffanee Dear Randy, This letter is a formal request for an alternative method of construction request to the prescriptive provisions contained within 2012 International Building Code Section 104.11 of such Building Code permits the Building Official to approve such a modification provided that it is found satisfactory, meets the intent of the code, and does not lessen any life or fire safety requirements or any degree of structural integrity. Modification: Application of 2015 International Building Code in lieu of 2012 International Building Code pertaining to Section 3004, Hoist way Venting Section 3004.1 of the 2012 International Building Code (IBC) requires that "hoist ways of elevators and dumbwaiterspenetrating more than three stories shall be provided with a means for venting smoke and hot gases to the outer air in case of fire." The project was designed and permitted with venting provided in accordance with this code section. The 2015 International Building Code (IBC) initially removed Section 3004.1 from the code and is also removed in the current 2018 IBC. As described in the ICC Significant Changes to the International Building Code, 2015 Edition, the requirement for elevator hoist way venting was removed because: "Elevator hoist ways have been required to vent to the exterior of the bued ng for decades by the IBC as well as its legag codes Over theyearr, numerous changes have occurred to areas such as devator lobbies, energy conservation, automatically operated dampers,, better smoke control and more s nnku red buil engsHowever, the venting requirements have remained and undergone minor revuzonr, although the exactpurpose or need for the vents is no longer dean Based on the lack of a pedfu detailed need for the venting and retRwguB that the requsnement has been removed from the 2010 eaeuon of the ASME A17I Safety Code for Elevators and Escalators, the venting requirement has been deleted Although a appears that the ongtnal intent svasfoczaed more upon fire fighung and postEre overhaul the operation of the vents or their being opened for rdieveB shah F i 9 No KEPHART= Randy Slusser 10/14/2020 Randy Stutter, Chief Building Official Building Division, Wheat Ridge Plans Euminer Date 7500 W. 2911' Avenue wa'"°'°"n°11h11111"'a=ammn«roa�mwaw.`�•w.•a. .�e anammv.mv m x n e..�.e W. «m apywN a/, w+, xcmnm m Wheat Ridge, Colorado 80033 •`calk «wewmam.nwwy mm«a=arm«wmx<•+e.mn• p..umro m uM ounrM ro www mm/xtl vlrw+Vx• 9meauMtna ro/m W NnmwNnMA•e/W rx•NwxmeN•aM. RE: Outlook Clear Creek Crossing Alternate construction method: hoist way venting Project: Outlook Clear Creek Crossing 4040 Clear Creek Dr, et al Wheat Ridge, Colorado KA#: 215093 Dear Randy, This letter is a formal request for an alternative method of construction request to the prescriptive provisions contained within 2012 International Building Code Section 104.11 of such Building Code permits the Building Official to approve such a modification provided that it is found satisfactory, meets the intent of the code, and does not lessen any life or fire safety requirements or any degree of structural integrity. Modification: Application of 2015 International Building Code in lieu of 2012 International Building Code pertaining to Section 3004, Hoist way Venting Section 3004.1 of the 2012 International Building Code (IBC) requires that "hoist ways of elevators and dumbwaiterspenetrating more than three stories shall be provided with a means for venting smoke and hot gases to the outer air in case of fire." The project was designed and permitted with venting provided in accordance with this code section. The 2015 International Building Code (IBC) initially removed Section 3004.1 from the code and is also removed in the current 2018 IBC. As described in the ICC Significant Changes to the International Building Code, 2015 Edition, the requirement for elevator hoist way venting was removed because: "Elevator hoist ways have been required to vent to the exterior of the bued ng for decades by the IBC as well as its legag codes Over theyearr, numerous changes have occurred to areas such as devator lobbies, energy conservation, automatically operated dampers,, better smoke control and more s nnku red buil engsHowever, the venting requirements have remained and undergone minor revuzonr, although the exactpurpose or need for the vents is no longer dean Based on the lack of a pedfu detailed need for the venting and retRwguB that the requsnement has been removed from the 2010 eaeuon of the ASME A17I Safety Code for Elevators and Escalators, the venting requirement has been deleted Although a appears that the ongtnal intent svasfoczaed more upon fire fighung and postEre overhaul the operation of the vents or their being opened for rdieveB shah F i 9 No KEPHART= jtre m res can also lead to smoke movement up through the shah and on to otherfloorsIn addition, the amount of conditioned acr lost through the vent or unconditioned air alloued to enter into the building greatly affeds energy conrervanon, The only jrovsaon from the 2012 TBC that has been retained is theprohibition of installing plumbing and mechanicallsshes; within the houn u,ay enclosure Thisprovision it stall adyrojriate and therefore has been relocated to Section 30029 addressing other hoist avay enclosure requirements" (Significant Changes to the IBC 2015 Edition, Pages 323324) This alternative method of construction requests application of the most current 2018 IBC code and removes any hoist way venting requirements for all project elevators. Please feel free to contact me if you have any questions regarding this request. Sincerely, D glair J. Van L PHART i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -�E ( -Z_ ! Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes�No When corrections have been malle-, schedule for re -inspection -online at: http✓/www.ci. wheatridge.co. usrn�pectio,n I Dae Inspect �� A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:" Job Address r=< Permit Number: ❑ No one available for inspection: Time AMIPM` Re -Inspection required: Yes 'No.' When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. usfinspection Date: Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: =' Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http.,Ilwww.cLwheatridge.co.uslinspection Date: Inspector:.f , DO NOT REMOVE THIS NOTICE 41 0 �i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 4�� fir �, Job Address: Permit Number: ❑ No one available for inspection: Time AMUPM Re -Inspection required: Yes 'No When corrections have been made, schedule for re -inspection online at: h ttp://www. ci, wheatridge, co, usvInspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: Inspector DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE -�V' Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time `P'36 AM%PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpJ/www. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE ► i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 12, ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. cL wheatridge. co, uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE September 21, 2020 Evergreen Development 1873 South Bellaire Street, Suite 1200 Denver, CO 80222 Attn: Evergreen Development Re: Compliance Letter for Special Inspections Outlook Clear Creek, Permit No.: 201902575 4040 Clear Creek Drive, Clubhouse Wheat Ridge, CO CG Project No: 19.23.225 f?APN'J' G� 63-4) Cole Garner Geotechnical 1070 W. 124`' Ave, Ste. 300 Westminster, CO 80234 303.996.2999 Geotelch, At your request, Cole Garner Geotechnical (CGG) was retained to provide construction special inspection and materials testing for the above-named project. Observation and special inspection services were performed as scheduled by the contractor during the construction of the following elements: Firestopping - periodic visual special inspection of membrane penetrations to verify adherence with manufacturer recommendations for UL rating Wood Framing - visual inspection of shear and gravity systems including member size, grade and orientation including hardware and fasteners The results of our special inspections were noted to comply with the approved project plans, specifications and relevant sections of the International Building Code. We trust that the information presented herein satisfies your present needs. Sincerely, Cole Garner Geotech _Q5P_% Thomas C. Cole, P.E. Principal Q�pD0 t1C VQ� . GtrlRiSrj°.s T �y %0 42518 o °$ r /2- 1/z0 i %&ONAL _ a D cD aD CD a 0 Z o n c S 3 o 0 7 a y CD ti w m W nn r' cD n N ® < fn 0 0 W Ul CO) 4 asi �. CD Z �ro cCD m C o cn 0 �. C vCD m CD � Ci 0 = ® o o = Z 0 0 :D O 3 (D CDCD n 0 0 o D e o m � ® F m L �. 3 ® m aD -' a 0 n c S 3 a y CD ti w m W r' n N fn ® W Z n N 0 6 / W Ul CO) Z CO n Z cn 0 oo �••� ® � m o m 0 N m Z O m Li Z CD �C m n u m o(b Q o 3 c. 0 CD m cn n o� ®s o c o CD n 0 o � N m Z O m i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ({' �5 ❑ No one available for inspection: Tim Xm/Ipm �o Re -Inspection required: Y4, N When corrections have been made, sphiedule for re -inspection online at: http://www.ci.wheatridge.co.usrnspe tio4,--- C N. C- O W ® _0CDo 0 m lid CD W e O• z r10 CD 00 0 m of y � • ®� n W CD C CD m n m CD O CD C. CD aCD O n ro 0 On O ® Z 4 O 3 0CD n 0 o � N. C- 'a W k Cr 0 m Z �. W Q z r10 CD 00 0 m r ®� n W CD N. Z W � m :e W z r10 CD 00 0 m al ,t ® ®� CD m ®° m 1* i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpJ/www.ci. wheatridge.co. uslinspection Date: - Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE` Building Inspection Division ►/ (303) 235-2855 Office INSPECTION NOTICE Inspection Type:''' 1 v Job Address:,. Permit Number: C , e I ❑ No one available for inspection: Ti AM/PM Re -Inspection required: YesC_N� When corrections havebeenmade, schedule r -ms online at: h`ttp✓/www.ci.wheatridge.co.us�aVE Date: DONOTRS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: € Job Address: ` Permit Number: Ll No one available for inspection: T � M Re -Inspection required: Yes No When corrections have been made,_ ed le for re -inspection online at: http✓/www.cLwheatridge.co.uslinsp ction _,,_ wA#±±(=- t 1n i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 410 Permit Number: f.Ct rte , Eo ❑ No one available for inspection: Time X1,111 AM M, Re -Inspection required: No Aa When corrections have been made, schedule for re -inspection online at: http ✓/www. ci. whea tridge. co. uslinspection Date: 17//-170 7,0 Inspector: 0 DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 3c --;P ,,-4 Job Address: Permit Number: LJ No one available for inspection: Time -,..x'" AMfPM Re -Inspection required: ".Yes No When corrections have been made, schedule for re -inspection online at: http-,1Avww.ci. wheatridge. co. ushnspection Date: ' Inspector: DO NOT REMOVE THIS NOTICE 4,- - CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: '- Permit Number: ❑ No one available for inspection: Time /PM Re -Inspection required: Ye No When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge.co. us4nspqdff,3h\ Data _ pct DO NOT REMOVE THIS NOTICE 11 4' CITY OF WHEAT RIDGE ... Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE '31 -z /I � Y/ ,4" / r Inspection Type: Job Address: /7W Permit Number: -7 4; Al. 4 U if� k., C/44� < e__ J No one available for inspection: Time A: MIV M Re -Inspection required: fes'! No When corrections have been made, schedule for re -inspection online at. hffpz(Avww.ci.wheatridge.co, us4nspection Date: Inspector:_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE r ze Building Inspection Division I ? ?C (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �`� T�c i,*'2L_s= ?.PI 'A_�jv D2 Permit Number: ❑ No one available for inspection: Ti Re -Inspection required: Yes �o When corrections have been made, sqffe-dole for X online at: rz�_ I 0 ♦ 14. O 1♦ o 0 W Z =_, 0 n 0 --I .G ` s 0 ( O W N c Ca cr Z 00 t7 m (D ,.+ t7 p a O(b � C � c s CD CX <D CD W n C7 m O n O' z 0 O 0 o =1 OCD 3 ro n s s � su I 0 ♦ 1♦ W Z =_, 0 0 CD a --I .G ` s 0 ( O N c Ca Z 00 t7 m Z ,.+ t7 p D O ®� CL F5 N cr CD N o m CD I 0 ♦ 1♦ W Z =_, 0 in a --I .G ® F n Cc O N Z 00 t7 m Z ,.+ t7 p D O ®� F5 N m o m � ► 44" City of Wheat Ridge '/� Commercial New Structure PERMIT - 201902575 PERMIT NO: 201902575 ISSUED: 02/19/2020 JOB ADDRESS: 4040 Clear Creek Dr EXPIRES: 02/18/2021 JOB DESCRIPTION: Clear Creek Crossing - Amenity Building - single story, common use community building with swimming pool - 6,352 sq ft total **REVSION: Installation of Napoleon HD81NT-1 gas fireplace. NFI Certified ANSI 2223.1 & NFPA 54 60,000 BTU&#39;s; Added valuation: $8,000.00 *** CONTACTS *** OWNER ( 3 0 3) 757-0414 EVERGREEN CLEAR CREEK CROSSING GC (303) 757-0401 Ron Wolford 180393 Nexus Builders LLC SUB (303)795-6116 MONTE LOSAW 160078 LOSAW ELECTRIC INC. SUB (303)288-2308 WILLIUAM C COFFEY III 110081 PLATTE RIVER PLUMBING INC. SUB (720)373-4378 CORY JOHNSTON 190344 CBA MECHANICAL SUB (303)777-3234 DAVID G. HALL 017082 COLORADO COMFORT PRODUCTS,INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION:1,658,000.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 34,818.00 Permit Fee 91159.85 Engin. Review Fee 100.00 ** TOTAL ** 44,197.85 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WZ-19-01) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. Architectural elevations shall match the approved master plan permit. City of Wheat Ridge Commercial New Structure PERMIT - 201902575 PERMIT NO: 201902575 ISSUED: 02/19/2020 JOB ADDRESS: 4040 Clear Creek Dr EXPIRES: 02/18/2021 JOB DESCRIPTION: Clear Creek Crossing - Amenity Building - single story, common use community building with swimming pool - 6,352 sq ft total **REVSION: Installation of Napoleon HD81NT-1 gas fireplace. NFI Certified ANSI 2223.1 & NFPA 54 60,000 BTU&#39;s; Added valuation: $8,000.00 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: General Permit Application Date: Thursday, August 13, 2020 11:46:59 AM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Residential or Commercial? Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Commercial 4040 Clear Creek Dr. Wheat Ridge CO 80401 Evergreen Clear Creek Crossing, LLC 303-757-0472 Property Owner Email Unknown Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Colorado Comfort Products, Inc Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) 017082 Contract Phone 303-777-3234 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address linda@lccp.com Retype Contact Email linda@lccp.com Address 01:K167CiI91 ffl0N]&TO(6]N:/ Detailed Scope of Installation of Napoleon HD81NT-1 gas fireplace. NFI Certified Work - Provide a ANSI Z223.1 & NFPA 54 60,000 BTU's detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of unknown scope of work Location of work Club House (backyard, on roof, etc) Project Value (contract 8000.00 58,000 Valuation OK value or cost of ALL materials and labor) Upload Engineer letter, Field not completed. other documents on 8 1/2" x 11 " Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings 11 " x Clear Creek Cross no Specs Wheatr dae 8-13-2020 Dd 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Linda Petrocchi Permit Email not displaying correctly? View it in your browser. ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections K I I 1 L-7_7-l_7�77_/7=T--3 �C--77—/- — l_T—'r WALL TREATMENT PLAN 1013 SCAE 114'=I'0' PAINT SPECIFICATIONS PM1ObERA11 TNIA.O.f T,BD. TDO. PMI ---TMFR: W--- COLOR TDO. SCIAR: WEEN: —"'HE -1 SHEEN', EGGSHELL PNi3-TRIM3000R PAIMNN.D.) MrTt: TBD, =OR TBA. SHEEN: SEMFG B PNTd-10ENT1I1 R. T— GOLOR: T. - SHEEN: EGGSHELL NTa TCENNG PANTN.N.OJ B.B. CCL TIDO. FNTI ACCEI— MFR. TDO. Cq,OR'. T. 5 SHEEN'. H¢L PNr<.ALLENTPANT MFR DD C"OR . BD. SHFEN'. EGGSH¢L PM—CENTPANT MFR'. T.DO. COLOR: SHEEN: EGGSH¢L Ft T6 ALCEMPAINi —DRBD. SHEEN'. —S— GENERAL NOTES 1, PLL WPLLS N BE PANT® O4ERPLL PAINT UKESS LTHIERWSE NOTED. 2.N TRIM B DOORS TO BE PAINT®TRIM R— PANTUNLESBOTHERWISENOTEO. 3. AI GYPSUM SOARO CELINGS TO GE MNTEO CELING PAINT UNLESS OTH WSE NOTED. 4. k—I-SINDICATEDTORELEIVEWALLPNPER NEED TO HAVE NO—IJRE. LEGEND INBR ATES ENTIREWPLL — E -ACCENT PANT U,N O, See installation instructions attached. REVISION -/�/ City of lWheats COMMUNITY UEVEL(TyMENT APPROVED Reviewed for Code Comolianee Randy Slusser 8/13/2020 Plans Examiner Date VandewofoftR Thos—o/oIBetwlfw Wp—ofolplomspec#ko" oRdcomyufohwn Nog,wt w. P—t/ % a an oppara.f N,, --ow. ony of -e/o a .1 Nm WWIV code o, 0 WChy wdmw,00, ft -ft pf—Ag fe g" oudwnty to waBote w eenoel the yiwtvons of the 1111k" oodu woMrt wlfban .1 ft 01Y.NfM Rot he WA INIERMJRDESIGNER 5]50 DTC PeNwy, SWM 1� Greemeaotl�p�e, CO 8011 f d. iO3C01 EmeN: IdAeaur@eailYlnk.lrel DEVELOPER Evxgeen BSvgapmenl 13]35. BeHelre6l., Sole 1A0 Td: CO N222 itl: 303]5)4401 ARCEIRECT 10, 25 IBRIS1. Den,, OC LC6 Td: -4 ''W^ v/ O X co M d —j00 V Za UE w0M Zao NO0, O W WU ❑ p l` Z w 4 U W a UW w OCC W J V 11-04-19 HEET TITLE: WALL TREATMENT PLAN SHEET: ID1.3 / j'� WEST FIREPLACE ELEVATION ID26 -E 111-11 Ire wrwcceeere Tcmrfr�_S rcre � � ceswrww. u�1 a 3 ENLARGED PLAN -BUSINESS DESK ELEVATION -BUSINESS LOUNGE 1oz,B suue 1a-1 v EAST FIREPLACE ELEVATION SCKE'. iR'=1'ff ELEVATION -BUSINESS LOUNGE Iota ..E 1n 1. V/ OTT /i W ci J U o Uzi w Z a N o O N>Li Doo v LU LU UJ L9 W w V W a W J U 11-04-19 HEET TITLE: CLUBROOM & BUSINESS LOUNGE TER= ELEVATION City of I D2.3 Wheat Ridge Building Division 12 I'mimpm GENERAL NOTES TABLE 1.xLWALLSTOBERNNTEDG R PLANT UNLESS OTNERWSE NOTED. , 2 ALL TRIM & TO BE PAINTED TRIM e D 0pR PNtRUNIEBS __EE No_ }KL ENPE I BOARD CELINGE TO BE PNNTED INTEWORDESIGNER CEAING PAINTUM1YESEOTHERNIEE NOTED. 61500iC PxgNey, Eulh 1E5 Qeenxaatlun'Ipe, W M111 4. ALE WN.L5INDICATEDTORECWYE WNLPMER Td: RD6i0.6061 NE®T0IWYE NOTFXTDRE, EmM'. ledeeu QeerlNink.nal DEVELOPER B"I"'Dn"T_' 18]85.B4M El.,Sule 1Zb B.— BOb2 Td: X - U41 A.W. 2YSdWNu151. Dema, CO 60205 Ttl: E038i?4474 V/ OTT /i W ci J U o Uzi w Z a N o O N>Li Doo v LU LU UJ L9 W w V W a W J U 11-04-19 HEET TITLE: CLUBROOM & BUSINESS LOUNGE TER= ELEVATION City of I D2.3 Wheat Ridge Building Division RGED PLAN CUT BELOW FIREPLACE flREPAGEW BCPLE 11- i21 ENLARGED PLAN CUT AT FIREPLACE was FlaEPACEwxL sca-E r•r.o• /31 ENLARGED PLAN CUT AT TV NICHE 8 FlREPACEWALL SCKE 1'=1'1 �Z SECTION AT FIREPLACE wa0 FlgEPACEWPll 9COLE 1'=1x0' TABLEAUX inieriordesign 1-11 RDE MlC 57EDOTCPaA y.S, 185 Gwnvaatlwlg0.� 80111 Ta: )1D6/DAPJi Emei, laYmux@eeaaiM.rel DEVELOPER Evxpeen Oavdapmenl 18)35 Bdlala St, Sub fA0 Deme', N 081)1 T1 : —1OWi ARCHITECT Naplet 255 Wanut St Deme', W 88305 Td: 3IXtg34476 / w//� VI D TOT /i�\ W M J U Z N v Y w w V a w J U 11-04-19 SECTION AT BENCH ALCOVE SHEET TITLE: (p 11— scxE. r=r-a DETAILS & SECTIONS SHEET: City of ID3,2 Wheat Ridge Building Division I i cExxo..� i ; acia� g g mx*wm 3 11 T Qsxawoacv�w k �Z SECTION AT FIREPLACE wa0 FlgEPACEWPll 9COLE 1'=1x0' TABLEAUX inieriordesign 1-11 RDE MlC 57EDOTCPaA y.S, 185 Gwnvaatlwlg0.� 80111 Ta: )1D6/DAPJi Emei, laYmux@eeaaiM.rel DEVELOPER Evxpeen Oavdapmenl 18)35 Bdlala St, Sub fA0 Deme', N 081)1 T1 : —1OWi ARCHITECT Naplet 255 Wanut St Deme', W 88305 Td: 3IXtg34476 / w//� VI D TOT /i�\ W M J U Z N v Y w w V a w J U 11-04-19 SECTION AT BENCH ALCOVE SHEET TITLE: (p 11— scxE. r=r-a DETAILS & SECTIONS SHEET: City of ID3,2 Wheat Ridge Building Division CERTIFIED TO CANADIAN AND AMERICAN NATIONAL STANDARDS: ANSI Z21.50, CSA 2.22 FOR VENTED GAS FIREPLACES. FOR INDOOR USE ONLY SAFETY INFORMATION If the information in these instructions are not followed exactly, a fire or explosion may result causing property damage, personal injury or loss of life. - Do not store or use gasoline or other flammable vapors and liquids in the vicinity of this or any other appliance. - WHAT TO DO IF YOU SMELL GAS: • Do not try to light any appliance. • Do not touch any electrical switch; do not use any phone in your building. • Immediately call your gas supplier from a neighbour's phone. Follow the gas supplier's instructions. • If you cannot reach your gas supplier, call the fire department. - Installation and service must be performed by a qualified installer, service agency or the supplier. This appliance may be installed in an aftermarket, permanently located, manufactured home (USA only) or mobile home, where not prohibited by local codes. This appliance is only for use with the type of gas indicated on the rating plate. This appliance is not convertible for use with other gases, unless a certified kit is used. $A • PROPANE1 NT -1 NATURAL GAS 11 ic I-] HOT GLASS WILL CAUSE BURNS. DO NOT TOUCH GLASS UNTIL COOLED. NEVER ALLOW CHILDREN TO TOUCH GLASS. A barrier designed to reduce the risk of burns from the hot viewing glass is provided with this appliance and shall be installed for the protection of children and other at -risk individuals. IRIER HPBA Quality System Certified T. ,so 9001 -zoos ONus Intertek Ey of t Ridge W415-2201 /,8pft pgEDivision HIGH DEFINITIONTM DIRECT VENT GAS FIREPLACE Mill• Specifications Model BTU (NG) BTU (LP) Width Height Depth Glass Actual Framing Actual Framing Actual Framing HD81-1 60,000 50,000 54 1/4 54 1/2 49 1/4 49 1/2 283/4 273/4 1 30 3/4 x 36 3/4 e 36 Black Trim Kit I We, MAXIMUM ADJUSTMENT ADJUSTMENT MAXIMAL i ivrunnuum rilrepiace wearances Maintain thaso minimum C3earancesto Dombustiblesfrom appfiarre and rent smlm we Appianee ftamirg; Usasted stud frarra'vg provuiad. Nan-Combustble Appiance RrMshing Front - 7Sftr(194nn) to aides of appliance opening 161116" (%t-" to top of appliancoopetniv Combustlbie ApOlance fintstdW. -. 84" m (213CrrM fwbW= of app4anee to ar3os o top 2" t50.9nxn) to top. sides, aW bottom of vent pips. Framing Dimensions *MORf3QNTAi VENT GEC71ONS;A nuniAUm daxnwmaof VM.6nan) at anwnd ft vast pipe 5n at hwvfantat r" to=Mbastbksis recoArsd WOW for Ckwarees m app4:11Ce$ndosNgoL Hoozortal Wag atcu s Y joun tha erciasurerequro a mMMmun clearsnco of t4' (35,Bcm}hcxn 9t*t[$t d tha vert }tipa. sea "MINIMUM CLEARANCE TO COMBUSTIBLE ENCLOSURE5'section. its* faastop spao*r Vtf110-3364(suppi®c. *VER t VFfarfy .C"7IMM-Anw9oxenof 1"{25cnm)aflm ondCre vant pipe sir an wulira7 natrato CORbUsti]IDstsw4ured a pt forclaawwma in apptras+ca*rteiDstxes, Vadnzjvantsecuomw#Mn endures "Wm I AKMmum' NAwanca Of 3' (76.2mm)amkwNI the vent ppa, sae "iAMMUM CLEARANCES TO ODMRL TBLE ENCLCSURESr section. !Iso&estop spacer MIO --3364 pot suppfieq. DO NOT W&D INTOTMAAEA. IT MW BE L:FTCFEAA TO NSOVIOEADEOUATE DAB—CY,D.)wa, TA CENT E ATNSra^ FRONT OF THEAAEAC,FM NOC LON6T7£ FRONTL TND. FIREPLACE NOCULD BE fM LES AAE FWALLO.AION BEEREFRANIN a11T3 PMLIt LOGa10N eEiORE EAAMNO. [213.4cm]' AUNkNt�9 Ei♦tIDSF3{E kfflG}t[ 14'[35Emt FIQi � ,,,.3 r[M-IMAX MAX31)7 54 IT City Of "ween cmffieatin4Uwa ionwe aibw la A@SNM�mkrlaltitiekFlass lomenCaY�ckaraneas 01/2017 24 Napoleon Road, Barrie, Ontario, Canada L4M OG8.214 Bayview Drive, Barrie, Ontario, Canada L4N 4Y8 Wheat Ridge Fireplaces, Heating and Cooling: 705-721-1212 • Grills: 705 7264278 • napoleonproducts.com Building Division t /1 W 4,k2 Product information provided is not complete and is subject to change without notice. Please consult the installation manual for the most up to date installation information. Dimensions .. i omammrt VAr m e EY :1 Gagim9a" ESPJD €sacs � 667T WMN ttPcP OPEIM :3 [&49crr1 '.moi 7516• 110-1 Combustible Mantel Clearances 24 Napoleon Road, Barrie, Ontario, Canada L4M OG8 = 214 Bayview Drive, Barrie, Ontario, Canada L4N 4Y8 Fireplaces, Heating and Cooling: 705-721-1212 + Grills: 705 726-4278 + napoleonproducts.com city 0 Ridge Building Division rz' ZM L rt cD L _® CD o �® Z o O CD CD ry Cr fmCL N CD Q 81 cr O Q O C = CD y C CD C.) a <D Cn CD O Z O = o 3 0 Z OD C! CD Z 010 D 00 -I CD O m `Dy'� o m rz' CD "0 L CD Z D Q O CL Cr fmCL N CD M O 7 m IcaCO O Z OD C! Z 010 D 00 -I m `Dy'� o m CD U) CD 0 0 .m L m Z E o Cl) o 70 O CD CD 0 = W � Sv CD �. � S CD Q O CD0 CD _0 CD 0 z CD 3 0 m o c� rr cr 0 v Z iQ D ® \ ►. 3 CL / c (D W fD W n O m : n N w z OD CD = n Z O cn o n fD m � m d i CITY OF WHEAT RIDGE Building Inspection Division / (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -3&S, rz 1 Job Address: `1 -A-1U ,_'4/-r_w2 < Permit Number: C')Z 5-'29 ❑ No one available for inspection: Time AM/PM Re -Inspection required:Yes No When corrections have been made, schedule for re -inspection online at: http:l/www. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE w.� C- 'a O CD a CD Z _ :3 O o a 0 \ 7 n n (D N U! M z W 0 CD r,`. �' N v. W -1 n cep � CD n CD O O ZD W G7 � CD CLOD �@X O n z 0 r. y= (bO O z � " mi 3 o CD M N' m 0 m Cb �. w.� C- 'a O CD a 0 r =CL a �� 1 N U! M z W 0 r,`. �' N v. W -1 n ✓ti, � o O � "I W G7 � z O C0? m r. y= z � " mi o M N' m 0 m i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: � I rC Job Address: yip_' Permit Number: ❑ No one available for inspection: Re -Inspection required: Ye No When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.usdnspeti Date OInslector: �.-`�--.• Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 Report of Inspection or -7._ Z x� ' Observation Client: Project: Evergreen Development 19.23.225 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Details Activity Date: 03/24/2020 Weather: Clear/light wind Technician: Ricky Alengi Temperature (°F): 60 Certification ID: Alengi, Ricky - ACI - Field - Grade I Work Completed Type: Open Hole Location Details: Garages 10 and 11 grade beam subgrade observation Discrepancy: No Photos Page 1 of 2 Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 Report of Inspection or Observation Client: Project: Evergreen Development 19.23.225 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 -7., qt'- w li n, . Field Notes: CGG Technician arrived on site for the subject garages grade beam reinforcing inspections. It was communicated to technician prior to arrival that the grade beam subgrade was potentially problematic due to presence of water. Technician observed complete perimeter of subgrade for both garages utilizing a T -probe, with a maximum penetration by the probe of 3/4". The presence of water was minimal. Grade beam subgrade is firm and stable and ready for concrete placement. Reported to: Dan S. Contractor: Evergreen Page 2 of 2 ReinforcedMoncrete Cole Garner Geotechnical Client: Project: 1070 West 124th Ave Suite 300 Evergreen Development 19.23.225 Westminister, CO 80234 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Phone: 303.996.2999 Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Activity Date: 03/24/2020 Technician: Ricky Alengi Weather: Clear/Sunny Activity Number: 16 City Of: Wheat Ridge Temperature (°F): 60 Environmental Placement Conditions: Normal Work Completed Scope of Inspection: Reinforcing Only Location Details: Garages 10 and 11 grade beams Frequency: Asynchronous Level/Floor: 0 Plans & Details Referenced: SO -0.2, SRI -1.0, SR3-0.0 Concrete/Shotcrete/Gunite: Concrete Vertical Bars for CMU Conform with Masonry Plans Not Applicable Anchor Bolts/Holdowns: No Consolidation Adequate: No Approved Mix Design Verified: Yes Deformed Bar Placement/Size/Grade: Yes Tendon Placement/Size/Grade: No Form Condition/Cover/Clearance: Yes Penetrations: Not Applicable Tendon Anchorage/Backer Bars/Stud Rails: Not Applicable Field Notes: -Insulation in place -Garage 10 Ufer located at the SWC and SEC of Garage -Garage 11 Ufer located near the SWC and SEC of Garage Inspection Results Communicated To: Dan w/ Evergreen Upload Image Image Description I Image Date Taken I Photographer Page 1 of 2 ReinforcedMoncrete MUMM Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 Client: Project: Evergreen Development 19.23.225 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Page 2 of 2 Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 ReinforcedMoncrete Client: Project: Evergreen Development 19.23.225 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Activity Date: 04/21/2020 Activity Number: 45 Technician: Arthur Watson City Of: Wheat Ridge Weather: Sunny Temperature (°F): 55 Environmental Placement Conditions: Normal Work Completed Scope of Inspection: Reinforcing and Concrete Placement Location Details: Carriage Buildings 10 and 11 (Type C) PT slab on grade Frequency: Asynchronous Level/Floor: Foundation level Plans & Details Referenced: SR1-1.0, SR3-0.0; SO -0.2 (Date 5 11-15-19); Barton PT3 (Date 11- 15-19) Vertical Bars for CMU Conform with Masonry Plans: Yes Form Condition/Cover/Clearance: Yes Penetrations: Acceptable Consolidation Adequate: Yes Approved Mix Design Verified: No Concrete/Shotcrete/Gunite: Concrete Deformed Bar Placement/Size/Grade: Yes Tendon Placement/Size/Grade: Yes Anchor Bolts/Holdowns: Yes Method of Deposition: Pump Tendon Anchorage/Backer Bars/Stud Rails: Verified Field Notes: Reinforcement complies with project installation requirements including tendon size and spacing with proper tendon drape, chair heights, and reverse curvatures. Inspection Results Communicated To: Dan with Evergreen Discrepancy: No Page 1 of 1 Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 Report of Inspection or Observation Client: Evergreen Development 1873 S. Bellaire, Suite 1200 Denver, CO 80222 Details Project: 19.23.225 Outlook Clear Creek 4040 Clear Creek Drive Wheat Ridge, CO 80215 Activity Date: 04/27/2020 Weather: Sunny Technician: Arthur Watson Temperature (°F): 60 Work Completed Type: Open Hole Location Details: Building/garage 7 (Type C) Carriage House foundation grade beams Discrepancy: No Field Notes: CGG technician was requested to conduct an open hole observation for the subject location. The existing subgrade material was T - probed with no visible surface deflections or soft spots. The material was firm, stable and appeared suitable for concrete placement. Reported to: Irving Contractor: GBC Concrete Page 1 of 1 Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 Activity Date: 04/28/2020 ReinforcedMoncrete Client: Evergreen Development 1873 S. Bellaire, Suite 1200 Denver, CO 80222 Technician: Arthur Watson Weather: Sunny / Environmental Placement Conditions: Normal Activity Number: 51 City Of, Wheat Ridge Temperature (°F): 60 Work Completed Scope of Inspection: Reinforcing Only Location Details: Building 7 (Type C) Carriage House foundation grade beams Frequency: Asynchronous Level/Floor. Foundation level Plans & Details Referenced: Structural drawings dated 11/15/2019: SR1-1.0 and SR3-0.0 Vertical Bars for CMU Conform with Masonry Plans: Yes Form Condition/Cover/Clearance: Yes Penetrations: Not Applicable Tendon Anchorage/Backer Bars/Stud Rails: Not Applicable Project: 19.23.225 Outlook Clear Creek 4040 Clear Creek Drive Wheat Ridge, CO 80215 Approved Mix Design Verified: No Deformed Bar Placement/Size/Grade: Yes Tendon Placement/Size/Grade: No Anchor Bolts/Holdowns: No Consolidation Adequate: No '%-1'7-?a Field Notes: Reinforcement placed complies with project installation requirements and detail specifications. Ufer located in Eastern grade beam at mid length of beam approximately 15'S from NE corner. Inspection Results Communicated To: Irving with GBC Concrete Discrepancy: No Page 1 of 1 Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 ReinforcedMoncrete Client: Evergreen Development 1873 S. Bellaire, Suite 1200 Denver, CO 80222 Activity Date: 05/26/2020 Activity Number: 78 Technician: Arthur Watson City Of: Wheat Ridge Weather: Partly Cloudy Temperature (°F): 65 Environmental Placement Conditions: Normal Work Completed Scope of Inspection: Reinforcing and Tendons Only Location Details: Carriage House/Garage 7 (Type C) PT Slab on Grade Frequency: Asynchronous LeveUFloor: Founation Level Plans & Details Referenced: SR1-1.0, SR3-0.0, SO -0.2 Dated 11-15-19; Barton PT Shops PT3 Date 5-18-20 Tendon Placement/Size/Grade: Yes Anchor Bolts/Holdowns: Yes Consolidation Adequate: No --7 - / -7- ;F (' -�° ten. Project: 19.23.225 Outlook Clear Creek 4040 Clear Creek Drive Wheat Ridge, CO 80215 Approved Mix Design Verified: No Deformed Bar Placement/Size/Grade: Yes Vertical Bars for CMU Conform with Masonry Plans: Yes Form Condition/Cover/Clearance: Yes Penetrations: Acceptable Tendon Anchorage/Backer Bars/Stud Rails: Verified Field Notes: Reinforcement and tendon placement only. Reinforcement placed complies with project installation requirements and detail specifications. All tendons placed appeared to have proper C.G.S heights with no excess tendon drape and reverse curvature. Inspection Results Communicated To: Irving with GBC Discrepancy: No Page 1 of 1 Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 Report of Inspection or Observation Client: Project: Evergreen Development 19.23.225 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Details Activity Date: 03/30/2020 Weather: Partly cloudy Technician: Todd Womersley Temperature (°F): 55 Work Completed Type: Open Hole Location Details: Building 4 Grade Beam subgrade Discrepancy: No Field Notes: CGG observed and manually probed the base of the subject grade beam trenches. A firm and stable subgrade was observed consisting of Sandy Clay. No ground water was observed. Reported to: Jacob Contractor: GBC Concrete Page 1 of 1 Geotech J Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 Activity Date: 03/30/2020 Technician: Todd Womersley Weather: Partly cloudy ReinforcedMoncrete Client: Evergreen Development 1873 S. Bellaire, Suite 1200 Denver, CO 80222 Activity Number: 20 City Of: Wheat Ridge Temperature (°F): 45 Environmental Placement Conditions: Cold Weather Provisions Work Completed Scope of Inspection: Reinforcing Only Project: 19.23.225 Outlook Clear Creek 4040 Clear Creek Drive Wheat Ridge, CO 80215 Location Details: Building 4 Grade Beams excluding approximately 20' section South of elevator pit Frequency: Asynchronous Level/Floor: 1 Plans & Details Referenced: Structural drawings dated 11/15/2019: SO -0.2, S1-1.0, S3-0.0 Tendon Placement/Size/Grade: No Anchor Bolts/Holdowns: No Approved Mix Design Verified: No Deformed Bar Placement/Size/Grade: Yes Form Condition/Cover/Clearance: Yes Consolidation Adequate: No Field Notes: In conformance. Ufer to be installed in future pour in excluded section. Inspection Results Communicated To: Jacob w/ GBC Concrete Discrepancy: No Page 1 of 1 f ReinforcedPTConcrete -i 7-u:�f EQ G Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 Client: Evergreen Development 1873 S. Bellaire, Suite 1200 Denver. CO 80222 Activity Date: 04/23/2020 Activity Number: 49 Technician: Arthur Watson City Of: Wheat Ridge Weather: Sunny Temperature (°F): 60 Environmental Placement Conditions: Normal Work Completed Scope of Inspection: Reinforcing and Concrete Placement Location Details: Building 4 (type A) elevator core walls Frequency: Asynchronous Plans & Details Referenced: S1-1.0, S3-0.0; Date (3-9-20) Concrete/Shotcrete/Gunite: Concrete Vertical Bars for CMU Conform with Masonry Plans: Yes Form Condition/Cover/Clearance: Yes Penetrations: Acceptable Consolidation Adequate: Yes Project: 19.23.225 Outlook Clear Creek 4040 Clear Creek Drive Wheat Ridge, CO 80215 Approved Mix Design Verified: No Deformed Bar Placement/Size/Grade: Yes Tendon Placement/Size/Grade: No Anchor Bolts/Holdowns: No Method of Deposition: Pump Tendon Anchorage/Backer Bars/Stud Rails: Not Applicable Field Notes: All reinforcement placed comply with project installation requirements and detail specifications. Concrete was placed and consolidated adequately. #6's were placed for wall reinforcement. Inspection Results Communicated To: Irving with GBC Concrete Discrepancy: No Page 1 of 1 M �i Geotech Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 ReinforcedMoncrete Client: Project: Evergreen Development 19.23.225 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Activity Date: 05/04/2020 Activity Number: 61 Technician: Arthur Watson City Of. Wheat Ridge Weather: Sunny Temperature (*F): 45 Environmental Placement Conditions: Normal Work Completed Scope of Inspection: Reinforcing and Tendons Only Location Details: Building 4 (Type A) PT Slab on Grade including previously excluded section of grade beams Frequency: Asynchronous Level/Floor: Foundation level Plans & Details Referenced: Structural drawings SO -0.2, S1-1.0, S3-0.0 Dated 11-15-19; Barton shop drawing PT2 dated 11/15/19 Tendon Placement/Size/Grade: Yes Anchor Bolts/Holdowns: Yes Consolidation Adequate: No ,7 _ I -7. 26, Ite -n Approved Mix Design Verified: No Deformed Bar Placement/Size/Grade: Yes Vertical Bars for CMU Conform with Masonry Plans: Yes Form Condition/Cover/Clearance: Yes Penetrations: Acceptable Tendon Anchorage/Backer Bars/Stud Rails: Verified Field Notes: Ufer installed in grade beam section W. of elevator core 5'W. from SW core corner. Reinforcement placed comply with project installation requirements and detail specifications. Inspection Results Communicated To: Irving with GBC Discrepancy: No Page 1 of 2 Cole Garner Geotechnical 1070 West 124th Ave ReinforcedMoncrete Client: Project: Suite 300 Evergreen Development 19.23.225 Westminister, CO 80234 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Phone: 303.996.2999 Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Activity Date: 05/05/2020 Activity Number: 62 Technician: Arthur Watson City Of: Wheat Ridge Weather: Sunny Temperature (°F): 60 Environmental Placement Conditions: Normal Work Completed Scope of Inspection: Concrete Placement Only Location Details: Building 4 (Type A) PT Slab on Grade including previously excluded section of grade beams Frequency: Continuous Level/Floor: Foundation Level 1 Plans & Details Referenced: N/A Concrete/Shotcrete/Gunite: Concrete Vertical Bars for CMU Conform with Masonry Plans: Yes Form Condition/Cover/Clearance: Yes Penetrations: Acceptable Consolidation Adequate: Yes Approved Mix Design Verified: Yes Deformed Bar Placement/Size/Grade: Yes Tendon Placement/Size/Grade: Yes Anchor Bolts/Holdowns: Yes Method of Deposition: Pump Tendon Anchorage/Backer Bars/Stud Rails: Verified / 7- '�Fo X. ^ Field Notes: Concrete placement only. Grade beams with UFER were included in concrete placement approximately 5'W. from SW core corner Inspection Results Communicated To: Irving with GBC Discrepancy: No Page 2 of 2 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE i Inspection Type: f Job Address:6—,"Y-7 Permit Number: ?ez-,r G': 7 S_ 7s_ 0 ❑ No one available for inspection: Time: S PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpAwww.ci. wheatridge.co. uslinspection Date: 7-`' Inspector: DO NOT REMOVE THIS NOTICE 7-1G zc ✓� Clear Creek Crossing Clubhouse 4040 Clear Creek Drive Permit No. 2019 02575 Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 Report of Inspection or Observation Client: Project: Evergreen Development 19.23.225 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Details Activity Date: 02/28/2020 Weather: Sunny Technician: Andrew Calogero Temperature (°F): 50 Work Completed kpe: Open Hole Location Details: Clubhouse and Building 3 Grade Beams Discrepancy: No Field Notes: CGG arrived on site to observe the soil conditions beneath the subject grade beams prior to concrete being placed. The grade beam subgrade for Building 3, excluding a 30' section not trenched yet to the East of the elevator pit, appeared firm and stable upon T - probing. The Clubhouse grade beam subgrade was saturated along the West end of the building. GBC Concrete removed between 6"-12" of soil along this area, and the subgrade was firm and stable prior to the concrete pour. Reported to: Dan/ Irving Contractor: Evergreen / GBC Concrete Page 1 of 1 Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 Report of Inspection or 7 ?G QC Observation Client: Evergreen Development 1873 S. Bellaire, Suite 1200 Denver, CO 80222 Details Activity Date: 02/27/2020 Weather: Clear Technician: Dale Griest Temperature (°F): Work Completed Type: Open Hole Location Details: Clubhouse Discrepancy: No Field Notes: Project: 19.23.225 Outlook Clear Creek 4040 Clear Creek Drive Wheat Ridge, CO 80215 CGG arrived on site to observe the soils throughout the grade beams for the clubhouse. The grade beams from the NWC to approximately 120' East appeared to have appeared to have saturated soils on the upper 2-6" due to snow melt. We informed Dan with Evergreen and Irvin with GBC that our recommendation would be to remove the saturated soils prior to the concrete placement or possibly knead in aggregate to help stabilize the bottom of the grade beams. Based on our observation the remainder of the soils appeared to be stable with adequate moisture. Reported to: Dan Contractor: Evergreen Page 1 of 1 Cole Garner Geotechnical 1070 West 124th Ave ReinforcedMoncrete Client: Project: Suite 300 Evergreen Development 19.23.225 Westminister, CO 80234 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Phone: 303.996.2999 Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Activity Date: 02/27/2020 Technician: Daniel Ruybal Activity Number: 4 City Of: Wheat Ridge Weather: Partly cloudy, windy Temperature (°F): 40 Environmental Placement Conditions: Normal Work Completed Scope of Inspection: Reinforcing Only Location Details: Clubhouse Grade Beams Frequency: Asynchronous Level/Floor: 1 Plans & Details Referenced: Anchor Engineering structural plans dated 11/15/19: SC1-1.0, SC3-0.0 Form Condition/Cover/Clearance: Yes Consolidation Adequate: No Field Notes: Ufer to be installed prior to concrete pour. Inspection Results Communicated To: Dan w/ Evergreen Discrepancy: No Approved Mix Design Verified: No Deformed Bar Placement/Size/Grade: Yes Tendon Placement/Size/Grade: No Anchor Bolts/Holdowns: No Page 1 of 1 Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 ReinforcedMoncrete -74(-261 Client: Project: Evergreen Development 19.23.225 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Activity Date: 03/31/2020 Activity Number: 24 Technician: Randy Cotton City Of: Wheat Ridge Weather: Sunny Temperature (°F): 70 Environmental Placement Conditions: Normal Scope of Inspection: Reinforcing and Tendons Only Location Details: Clubhouse PT Slab on Grade Frequency: Asynchronous Level/Floor: 1 Plans & Details Referenced: Barton PT5 Dated 11/15/19 Deformed Bar Placement/Size/Grade: Yes Tendon Placement/Size/Grade: Yes Anchor Bolts/Holdowns: No Consolidation Adequate: No Inspection Results Communicated To: Dan w/Evergreen Discrepancy: Yes Discrepancy Number: 3 Work Completed Approved Mix Design Verified: No Vertical Bars for CMU Conform with Masonry Plans: Yes Form Condition/Cover/Clearance: Yes Penetrations: Acceptable Tendon Anchorage/Backer Bars/Stud Rails: Verified Discrepancy Description: 1. All Plumbing missing Trim bars Typical 2. All Stem walls need vertical Dowels drilled and Epoxy into the Grade beam 3. Move Tendons mid slab due to Tendon to plumbing clearance 4. Hair Pins need straighten 5. Sheathing at the anchor ends need sheathed 6. Grade Beams need cleaned 7. Tendon intersections need tied at several locations. Status: Open Page 1 of 2 ReinforcedPTConcrete Cole Garner Geotechnical Client: Project: 1070 West 124th Ave Suite 300 Evergreen Development 19.23.225 Westminister, CO 80234 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Phone: 303.996.2999 Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Activity Date: 04/01/2020 Technician: Randy Cotton Weather: Sunny Activity Number: 25 City Of: Wheat Ridge Temperature (°F): 50 Environmental Placement Conditions: Normal Work Completed Scope of Inspection: Reinforcing and Tendons Only Location Details: Clubhouse PT Slab on Grade Re -Inspection Frequency: Asynchronous Level/Floor: 1 Plans & Details Referenced: Barton PT5 Dated 11/15/19 Deformed Bar Placement/Size/Grade: Yes Tendon Placement/Size/Grade: Yes Anchor Bolts/Holdowns: No Consolidation Adequate: No -7. A- <' ... Approved Mix Design Verified: No Vertical Bars for CMU Conform with Masonry Plans: Yes Form Condition/Cover/Clearance: Yes Penetrations: Acceptable Tendon Anchorage/Backer Bars/Stud Rails: Verified Field Notes: Non Compliance items number 1-7 plus Anchor Engineering items were Re -inspected and appeared to meet the project documents Inspection Results Communicated To: Dan w/ Evergreen Discrepancy: No Page 2 of 2 City of 4o W h6- at 1?,jdgc CcI,'m1'IIj"41,n' DFvt:t-OPMFN r -7 . 16 � 2c/ k--1 FOR OFFICE USE ONLY Approved by: Inspector Date City of wheat Ridge Municipal Building 7500 X1.29" Ave. Wheat Ridge. CO 80033-8001 P: 303.235.2846 F: 303.233.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Commercial and Multi -Family Developments This form must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This form must be accompanied by a Construction Control Plan following the procedure found on the reverse side of this form. DATE: APRIL 01, 2020 PERMIT# ADDRESS: 4040 CLEAR CREEK DRIVE, WHEATRIDGE, CO LOT 1 , BLOCK 1 , OUTLOOK AT CLEAR CREEK CROSSING SUBDIVISION SURVEYOR: I hereby certify that the elevations and distances shown on the attached sheets and as stated below for the recently formed or constructed structural foundation for the above property have been measured by me or direct]z under my supervision. See the attached Form Check and Sheets 18 and 21 of the Construction Control Plan. All measurements have been determined on the following location: (Check only one): X Top of proposed foundation wall prior to placement of concrete Top of foundation wall subsequent to placement of concrete The setback and elevation measurements are included on the attached Construction Control Plan. 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IA a I 33S - 3NnI4,%VA 11), IL LU CD 00 epp ANCHOR ENGINEERING STRUCTURAL ENGINEERS April 28, 2020 Kephart Architects Attn: Janet Grady 2555 Walnut Street Denver, CO 80205 RE: Outlook Clear Creek Clubhouse 4040 Clear Creek Drive Wheat Ridge, CO 80215 Dear Mrs. Grady, Per our contract, our office reviewed tendon elongation report dated April 6, 2020 and April 7, 2020 provided by Cole Garner Geotechnical for the above referenced project. The reports indicate that the special inspector from Cole Garner observed as the tendons were stressed using the following equipment: Ram No. PT Puller #206 Gauge No. #206 McDaniels, 10,000 PSI, 4" Pump No. SPX Power Team, #206, SN 371136 The equipment was last calibrated on February 14, 2020. The corresponding stressing gauge pressure is 5,385 pounds per square inch when applying 33 kips of tension to the tendon. A copy of the associated calibration curve was provided to our office for our records and review. On April 6, 2020, the special inspection was for all the slab tendons. At that time Tendon #30 per the report "stressing tail broke off flush with the edge of the slab and the correct tools were not onsite to stress the tendon". On April 7, 2020, this tendon #30 was stressed. Based on our review of the stressing records, calibration curve, PTI allowances of+/- 1/4" elongations for short tendons, and the knowledge of measurements taken to the nearest 1/8", it is our opinion that the tendons have been adequately stressed and can be burnt off to a distance of 3/4" inside the exterior surface of the concrete. Stressing pockets should be packed with grout as outlined in the contract documents. If you have any questions or need additional information, please contact our office. Sincerely, Anchor Engineering, Inc. Charles D. Petzi. , P.E. Project Engineer 2535 17TH STREET, DENVER, CO 80211 303-783-4797 303-830-9133 FAX :- i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /C 3' Job Address: r2z--..re Permit Number: G? ❑ No one available for inspection: Time"r Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspectlon Date: - 3C.— ZC1 Inspector: ,'✓. �' DO NOT REMOVE THIS NOTICE 1/V CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -3 7 3 � ` < Job Address: 41c^V0 Czz,:r? Permit Number: ❑ No one available for inspection: Time f ' >—` A /PM° Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. us4nspection Date: �� < ���' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: iE - Job Address: 0 Permit Number: Q!546!�j (2)� ❑ No one available for inspection: Ti /PM Re -Inspection required: YetNo When corrections have been made, he ule for re -ins a Linn-g2n_line at: http://www.ci.wheatridge.co.uslinspe tion Da#•Z..' I ❑ No one available for inspection: Ti /PM Re -Inspection required: YetNo When corrections have been made, he ule for re -ins a Linn-g2n_line at: http://www.ci.wheatridge.co.uslinspe tion Da#•Z..' i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: r'c Permit Number: v ❑ No one available for inspection: Tikw Re -Inspection required: 5>0 When corrections have been made, -schedule for http✓/www.ci.wheatridge.co.ushns ect► e ""� AM/PM online at: A i City of Wheat Ridge Commercial Swimming Pool PERMIT - 202000903 PERMITT NO: 202000903 ISSUED: 05/20/2020 JOE ADDRESS: 4040 Clear Creek Dr EXPIRES: 05/20/2021 JOE DESCRIPTION: Clear Creek Crossing- installation of pool and spa at clubhouse. *** CONTACTS *** OWNER (303)919-6225 WIKSTROM JEFF SUE (303)571-5337 RUSSELL SMITH/LINDA 018899 FLUE WHITE POOLS SUE (720)373-4378 CORY JOHNSTON 190344 CEA MECHANICAL SUE (303)795-6116 MONTE LOSAW 160078 LOSAW ELECTRIC INC. SUE (303)288-2308 WILLIUAM C COFFEY III 110081 PLATTE RIVER PLUMBING INC. *** PARCEL INFO *** ZONE CODE: UA Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA Unassigned ELOCK/LOT#: *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 0.00 FEES ** TOTAL ** 0.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my siq�atwe, do hereby attest tliat the work to be perfo�rned shall comply with all accomparrying approved plans and speciFcations, apphca le wilding codes, and all applicable municipal codes, policies and procedures, and thatI am the legal owner or have been authorized by the legal owner of the property and am authotized to obtain this pernit and perforn the work described and approved N conjunction with this pernR I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertorned is disclosed in this document and/or its' accomparrying approved plans and speccations. Signature of OWNER or CONTRACTOR (Circle one) Date t. This permit was issued based on the information provided in thepernit application and accompanying dans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulattions, policies and procedures. y, Thhs pernit shall expire 365 days atter the date of issuance regardless of activity. Requests for ex tension must be made in writing and received poor W the date of expn'ation. An extension ofno more than 180 days made be granted at the discretion of the Chief Budding Official and may be subject W a fee equal to one-half of the or ppernR fee 3, Ifthis permit expn'es, anew pernit may be required to be obtained. Issuance of new pernit shall be subject to the standard requirements, fees and�procedures for approval of any new permit Re-issuance or extension of expired pernits hs at the sole discretion of the Chief Budding Official and isnot guaranteed. 4. No work of ar� manner shall be perforned tlhat shall results in a change of the natural flow of water without prior and s�ecific approval. 5. The pernitho der shall notify the Building and Inspection Services Division tin accordance with established policy of a regtimed 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 pernit shall not be conshued to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to Yield inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY MR INSPECTION THE MLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: General Permit Application Date: Thursday, May 14, 2020 3:47:39 PM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 4040 Clear Creek Drive Property Owner Name Jeff Wkstrom Property Owner Phone 303-919-6225 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone Number (enter WITH dashes, eg 303-123- 4567) jwikstrom@evgre.com Nexus Builders LLC 180393 3039441509 Contact Email Address djohnson@evgre.com Retype Contact Email djohnson@evgre.com Address 01 :K161 Cl 191 [*] 0 N] avOLe] S [/ Detailed Scope of Installation of pool and spa including plumbing pipes to pool Work - Provide a equipment room and pool/spa equipment install detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Location of work Pool area at clubhouse (backyard, on roof, etc) Project Value (contract 265000 value or cost of ALL materials and labor) Upload Engineer letter, Field not completed. other documents on 8 1/2" x 11 " Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings 11" x Submittal OCCC 13 11 00-02A Pool Shop Drawinas.pdf 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. Yes I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Jeff Wkstrom Permit Email not displaying correctly? View it in your browser. Evergreen SUBMITTAL # OCCC-13 11 00-02A Pool Shop Drawings OUTLOOK CLEAR CREEK CROSSING TO: Description FROM: Janet Grady -Kephart Pool an d Spa Shop Drawings Scott Niebuhr Kelly Rogers— Tableaux Interior Prot ect Manager Roger Elank-5280 Engineering Sophia asin —RG Chris Muir—Norris Design March 4, 2020 Regarding: Qantity Description Submitted 01 Pool an d Spa Shop Drawings OCCC 13 11 00 02A Scott Nebuhr Reviewed Revise Resubmit and Additional Comments: Please reduce, the attached submittal and return wiM comments on or before 3/182020 Regards, Scott Nebuhr Reviewed Revise Resubmit and By SN Date 3/4/20 =�dveew.Curb wftel.an d'art nuism 'C. wmMo 4 r.wdynwmman..+ xmuma�tu Bnv m Wheat Ridge Building Bmmldri OF CATCH SPA TO BE STUCCO OR FIAGST DECK BY OTHERS LIGHT BROOM FINISH .1 Q 6" THICK GUNITE WALL AND FLOOR WHITE CEMENT SAME AS POOL 5'-D #4 X 4'-0E-0 6" .... ._ _ #4 0 18" O.C. EA WAY NT ISH, TYP. TYPICAL STEP WITH TILE OUTLINE NTS - ACTUAL STEPS NOT SHOWN SKIMMER SPA CAP BY G.C. SPA CAP HAS ROUNDED EDGES & SLOPES AWAY FROM SPA —6" FROSTPROOF TILE -12" THICK BOND BEAM #4 VERT 0 6" O.C. #4 HORIZ 0 12" O.C. LOCATED IN CENTER OF WALL EXPOSED GUNITE ON BACK OF CATCH SPA TO BE FINISHED WITH STUCCO OR FLAGSTONE BY OTHERS DECK BY OTHERS SLOPE: 1/4" PER FT (MIN.) EXSPANSION & CAULKING SPA CAP BY G.C. EXPOSED GUNITE ON BACK SPA CAP HAS ROUNDED OF CATCH SPA TO BE FINISHED WITH EDGES & SLOPES AWAY STUCCO OR FLAGSTONE BY OTHERS FROM SPA DECK BY OTHERS WATER LEVEL SLOPE: 1/4" PER FT (MIN.) EQUALIZER LINE <• 6" FROSTPROOF TILE '. 12" THICK BOND BEAM OO 6" THICK GUNITE �• " .. v. PVC RETURN WALL AND FLOOR (12" TO 18" BELOW SURFACE) (15'-0" CENTERS) EXSPANSION & CAULKING MATERIALS AND INSTALLATION #4 VERT 0 6" O.C. BY OTHERS #4 HORIZ 0 12" O.C. LOCATED IN CENTER OF WALL 1 1/2" RETURN LINE PVC SCH 40 OF CATCH SPA TO BE STUCCO OR FIAGST DECK BY OTHERS LIGHT BROOM FINISH .1 Q 6" THICK GUNITE WALL AND FLOOR WHITE CEMENT SAME AS POOL 5'-D #4 X 4'-0E-0 6" .... ._ _ #4 0 18" O.C. EA WAY NT ISH, TYP. TYPICAL STEP WITH TILE OUTLINE NTS - ACTUAL STEPS NOT SHOWN SKIMMER SPA CAP BY G.C. SPA CAP HAS ROUNDED EDGES & SLOPES AWAY FROM SPA —6" FROSTPROOF TILE -12" THICK BOND BEAM #4 VERT 0 6" O.C. #4 HORIZ 0 12" O.C. LOCATED IN CENTER OF WALL EXPOSED GUNITE ON BACK OF CATCH SPA TO BE FINISHED WITH STUCCO OR FLAGSTONE BY OTHERS DECK BY OTHERS SLOPE: 1/4" PER FT (MIN.) EXSPANSION & CAULKING w —0 MATERIALS AND INSTALLATION w� = FLOW METER BY OTHERS mm SKIMMER PVC = VALVES 0 EQUALIZER LINE 1 1/2" SKIMMER = BACKFLOW PREVENTER ----= SUCTION LINE OO 6" THICK GUNITE PVC SCH 40 1 OPTIONAL E X T R A I WALL AND FLOOR WHITE CEMENT 5'-0 SAME AS POOL #4 X 4'-0E-0 6" TYP I CAL WALL & FLOOR SECT I ONS#4018"O.C.EAWAY SCALE: NTS CONTACT LAP SPLICING - ALL SPLICES SHALL HAVE A MIN. OF 12" OVERLAP PER SPLICE. AND HAVE A MIN. OF 3 BAR TIES PER SPLICE. C Cl A D n A I I C' EXSPANSION & CAULKING MATERIALS AND INSTALLATION J� BY OTHERS #4 X CONT, TYP #4 0 18", TYP 5'-0 #4 X 4'-0E-0 6" JET RETURN LINE PVC SCH 40 SPA CAP BY G.C. SPA CAP HAS ROUNDED EDGES & SLOPES AWAY FROM SPA 1 2" VENTURI AIR _ R N UNDER COPING AS SHOWN WATER LEVEL d. S 6" FROSTPROOF TILE 12" THICK BOND BEAM { o a� PLASTIC JET RETURN q.... (ALL HIGH JETS ARE B" DOWN ALL LOW JETS ARE 12" DOWN) a #4 VERT 0 6" O.C. #4 HORIZ 0 12" O.C. LOCATED IN CENTER OF WALL WHITE CEMENT SAME AS POOL n #4 0 18" O.C. EA WAY 6" THICK GUNITE FLOOR CAP STONE A4 e �1" RISE 12" RUN �10" RISE A #4 x CONT, TYP 12" RUN do c �10 RISE da 12" RUN GUNITE �° d �10" RISE d,a . d O d #4 C@ 1 S " , TYP STEP SECTION FOR POOL ANO SPA WATER FEATURE, SEE SHEET 2 OF 4 NTS SPA SPECIFICATIONS 1 ) SIZE: 8'-0" RADIUS 201 SQ. FT. 3'-6" DEEP APPROX. 4,100 GALS 2) SHAPE: CIRCLE 3) CONSTRUCTION: 6" GUNITE W/#4 REBAR @ 6"x12" O.C. 4) STEPS: ONE SET WITH 12" TREADS AND 10" RISERS W/TILE OUTLINE 5) INTERIOR FINISH: WHITE CEMENT & MARBLE SAND WITH SMOOTH FINISH 6) COPING: G.0 TO POUR CAP 7) WATERLINE TILE: ONE ROW OF 6"x6" FROSTPROOF BLUE FROM STOCK 8) OVERFLOW: DECK DRAINS BY GENERAL CONTRACTOR (G.C.) 9) AREATOR & DRYWELL: SEE POOL NOTES 10) FILTER SLAB/ROOM: BY OWNER 1 1) OTHER: OWNER RESPONSIBLE FOR ALL SOIL CONDITIONS 12) POOL EQUIPMENT: TRITON OR EQUAL 13) FILTER SYSTEM: ONE TR -140 SAND FILTER WITH ONE 2 HP PUMP 14) HEATER: ONE RAYPAK 400 W/ DIRECT AIR AND VENTING BY G.C. 15) CHLORINATOR: ONE RAINBOW 300 WITH ONE 5 LB TUB OF 1 " SOLID CHLORINE TABLETS (NOTE: NO OTHER CHEMS ON SITE) AUTO CHEM SYSTEM NOT IN BID. AUTO CHEM SYSTEM BY OTHERS. OWNER/GC TO HIRE BIO LAB OR EQUAL 16) LADDER/HANDRAIL: ONE STANDARD HANDRAIL 17) VACUUM: ONE FLEX—O—VAC HEAD 18) WATER TEST SET: ONE D.P.D. 4 IN 1 TEST KIT 19) THERMOMETER: ONE 110° 20) HAND SKIMMER: ONE DIP NET 21) SAFETY ROPE/POLES/HOOKS: N/A 22) UNDERWATER LIGHT: TWO LOW VOLTAGE LIGHT, CORD NOT TO EXCEED 50'-0" 23) FILL SPOUT: AUTO—FILL UNIT G.0 TO CONNECT TO BLUE WHITE LINE 24) MAIN DRAIN: TWO 12" SQ ANTI—VORTEX FRAMES WITH GRILL, 2" PVC SCH 40 LINE 25) VACUUM FITTING: N/A 26) RETURN FITTINGS: TWO 1 1/2" PVC SCH 40 RETURNS 27) SKIMMERS: TWO SWIMQUIP OR EQUAL U-3 SKIMMERS 28) CHEMICALS: START—UP ONLY 29) PLUMBING: ALL PIPES ARE COLOR CODED & FLOW DIRECTION LABLED ALL PIPES ARE PVC SCH 40 UNLESS OTHERWISE NOTED 30) ELECTRICAL: GROUNDING OF ALL FIXTURES, REBAR, G.F.I. ON ALL LIGHTS AND OUTLETS. ALL IN ACCORDANCE WITH N.E.C. CODE 680. ALL WORK TO BE DONE BY OWNERS ELECTRICIAN. 31) TURN—OVER RATE: @ 135 GPM @ 30 MINUTES = 4100 GALS. 32) OTHER: ONE FREE INSTRUCTION AND SYSTEM LABLED 33) OTHER: ONE 5 HP JET PUMP W/ TEN PLASTIC NON ADJUSTABLE JETS WITH VENTURI AIR RUN TO SURFACE 34) BATHER LOAD: 10 PEOPLE FLOW RATE FOR FILTER SUCTION LINES @ 135GPM = 6.79 FT/SEC (7.0 FT/SEC MAX) -4" WIDE NCH AREA EW -0" 30VE POOL JNITE TO BE COVERED Y G.C./OWNER. ESPONSIBLE FOR ANY ALL BY G.0/OWNER ELEC PANEL BY G.C. SPA FILTER TR -140 300,000 A HEATER GAS LINE AND LOCA V IGHT GLASS FLOOR SINK BY OTHERS 1,100,000 POOL HEATER POWER VENTED WATER LOCATION— BY G.C. BACKFLOW PREVENTER SUPPLIED AND INSTALLED BY G.C. PLUMBER TR -140 POOL FILTER TR -140 POOL FILTER TR -140 POOL FILTER MESH ROOM SCALE: 3/8" = 1'-0" NOTE: ANY ELECTRICAL WIRING TO THE HEATERS IS BY G.C.'S ELECTRICIAN WHICH INCLUDES ALL SWITCHES AND POWER VENTS FOR THE HEATERS. FOLLOW MANUFACTURES SPECS. ALL COMBUSTION AIR, VENT AND GAS LINE BY G.C. ALL FRESH WATER AND VACUUM BREAKER RUN TO BLUE WHITE EQUIP. BY G.C. ANY CORE-DRILLING/CONCRETE KNOCKOUTS BY G.C. VENT SIZE ON HEATERS SHOWN IS MINIMUM REQUIRED. INCREASE IN VENT SIZE DUE TO LENGTH OF VERTICAL RUN TO BE CALCULATED BY MECH ENGINEER. ALL VENTING PIPE SUPPLIED AND INSTALLED BY G.C'S MECH CONTRACTOR LEGEND w —0 = PUMP DISCONNECT w� = FLOW METER f mm 0 = VALVES 0 = CHLORINATOR = BACKFLOW PREVENTER ----= FILTER WASTE LINE OO =10SVRS VA-2000 1 OPTIONAL E X T R A I D M M E R LINE B � m 1 4 0 m `n m `m y Q m e �� n � T n a y ~~$y w $a$ mm pti p9 O m p� C Z x zz C $ c s m m m z p O a O L S E N S 0 R L I NE _ $M g _ $� DO �� DO $m $m z $ I �i� m z $m am ov $z -4" WIDE NCH AREA EW -0" 30VE POOL JNITE TO BE COVERED Y G.C./OWNER. ESPONSIBLE FOR ANY ALL BY G.0/OWNER ELEC PANEL BY G.C. SPA FILTER TR -140 300,000 A HEATER GAS LINE AND LOCA V IGHT GLASS FLOOR SINK BY OTHERS 1,100,000 POOL HEATER POWER VENTED WATER LOCATION— BY G.C. BACKFLOW PREVENTER SUPPLIED AND INSTALLED BY G.C. PLUMBER TR -140 POOL FILTER TR -140 POOL FILTER TR -140 POOL FILTER MESH ROOM SCALE: 3/8" = 1'-0" NOTE: ANY ELECTRICAL WIRING TO THE HEATERS IS BY G.C.'S ELECTRICIAN WHICH INCLUDES ALL SWITCHES AND POWER VENTS FOR THE HEATERS. FOLLOW MANUFACTURES SPECS. ALL COMBUSTION AIR, VENT AND GAS LINE BY G.C. ALL FRESH WATER AND VACUUM BREAKER RUN TO BLUE WHITE EQUIP. BY G.C. ANY CORE-DRILLING/CONCRETE KNOCKOUTS BY G.C. VENT SIZE ON HEATERS SHOWN IS MINIMUM REQUIRED. INCREASE IN VENT SIZE DUE TO LENGTH OF VERTICAL RUN TO BE CALCULATED BY MECH ENGINEER. ALL VENTING PIPE SUPPLIED AND INSTALLED BY G.C'S MECH CONTRACTOR LEGEND w —0 = PUMP DISCONNECT w� = FLOW METER f = FLOW DIRECTION 0 = VALVES 0 = CHLORINATOR = BACKFLOW PREVENTER ----= FILTER WASTE LINE OO =10SVRS VA-2000 1 OPTIONAL E X T R A I L 1 co c Ln Q0 v " LL] (_0 > N EOi� IT1� O CC) O AN pr 1-4 LJ LLL_ O X< OQOLL_ W1zn Z 0 v / > z Ln I��o� Ln O 3 � 0 za w w� a z a¢ 3 o ENGINEERS STAMP DRAWN BY: DJM City of Wheat Ridge °AT12/30/ 19 Building Division REV: SHEEF4-A -4 DECK DEPTH A ADD . NO DIVE m TO BE HANDLED TO 1 / \ ELL \ ## No HIM I I I A PTH DOL END RE o � pool TC(PI CAL HANDRAIL / ## EL POOL DEPHT / "# �I AN V I E W, P o0 SCALE fe1 9- I � I \ I P — o \NO / ## \ / \LOT i swpWenwater I p001 Eatl� COG GOB 16 GO AGE 17M 71M RAN H DEPTH MARK R 00 ALPERT NO NUM PLAN NEG IT °O PING SPT HERMEN .. TILE p"AN :PTH o.,..LSOn MARKER TC(PI CAL HANDRAIL H DEPTH MARK R 00 ALPERT NO NUM PLAN NEG IT °O PING SPT HERMEN .. TILE p"AN :PTH o.,..LSOn MARKER L1 000 0 LnF III �� >N 171 o0o 1!11 � � t w � / \ a�oxx / �1OQo� 2"0 SHEER DECENT SUCTIO RAISED z PVC SCH 40 Q i1w,� 2"0 SHEER DECENT RETURN SPA I Ln z LLn PVC SCH 40 / SEE SHEET 3OF3 t I!��r1r' o HANDRAI Ln/ 60" WIDE SHEER DECENT / WATER FEATURE o FLOOR RETURN, TYP (10 PLACESI / \ . 1 RISER/12" RUN STEPS 1 Q SUN SHELF SHALL HAVE SLIP -RESISTANT, COLOR CONTRASTING TILE AT THE LEADING HORIZONTAL I AND VERTICAL EDGES ON BOTH THE TOP HORIZONTAL EDGES AND 6"m POOL RETURN LINE— — — — I I LEAANDDING FROMVERTICAL EDGES UNDERWATER. TILEOTOOHBEL2BEWIDIEWABLE FROM THE DECK STEPS W/ 2" WIDE TILE OUTLINE PVC SCH 40 I ON FRONT :DGE AND FACE OF STEP 4"0 POOL MAIN DRAIN PVC SCH 40 I I I I /LI O 4"0 POOL SKIMMER LINE � / V. G. B.COMPLIANT MAI PVC SCH 40 I I �.� DRAIN GRILL, TYP. AUTO -FILL SENSOR LINE\ \ \ POOL RETURN, TYP. O�—j SKIMMER, TYP. /CD w �\ UNDERWATER LIGHT, TYP // \ \ / W \ / / OPTIONAL EXTRA WATER FEATURE: • BLUE WHITE TO DO A 2'-0 CENTER SPRAY WITH GUNITE PEDESTAL TO SUPPORT WATER FEATURE SPRAY HEADS \ I • BLUE WHITE TO DO THREE 1"0 PVC SCH 40 LINES TO Q PEDESTAL. NOTE: SPRAY HEADS BY OWNER J \ \ • BLUE WHITE TO RUN TWO 2"0 LINES, ONE FOR SUCTION AND�rV ONE FOR RETURN. POWERED BY ONE 3hp PUMP LOCATED IN T /1 1 I I P L A N V I EW - P 0 0 L POOL EQUIPMENT ROOM. TIME CLOCK BY OWNER. SCALE: 1 / 4 " = 1 ' - 0 " • BLUE WHITE TO LAY TILE ON TOP OF PEDESTAL AND A 6" O WATERLINE TILE BORDER FROM BLUE WHITE STOCK. I \ \ • SEE BID ADDENDUM FOR MORE INFORMATION ' \ I I \ \\ I I I Q I I I wz zU \ \ 3 TREAD LADDER / / Wo 003 ENGINEERS STAMP City of DRAWN BY: DJM Wheat Ridge DATE12/30/ 19 Building Division REV: A SHEET -f 4 nr n�NT ALL ES Tn nrn CONTACT LAP SPLICING - ALL SPLICES SHALL HAVE A MIN. OF 12" OVERLAP PER SPLICE. AND HAVE A MIN. OF 3 BAR TIES PER SPLICE. 5'-0" MIN. 30'-0" MAX. 3 - 1 LIGHT NICHE WORK TO N.E.C. 680 AND ALL OTHER J–BOX TO BREAKER (SET BY POOL CONTR) APPLICABLE CODES. LICENSED ELECTRICWN ELEC. RESPONSIBIUTY (NOTE: APPLICATION "B" IS TO GROUND ALL STEEL AND UGHT NICHES G.F.I. CRCUIT #4 REBAR VERT STIRRUP 0 12" O.C. AND FIXTURES. RUN ALL CONDUIT WITH PER N.E.C. J–Box �5' 0" SUPPLY AND SET ALL J–BOXES, SWITHCHES DECK BY OTHERS AND CONTROLS AS NEEDED OR REQUIRED. LIGHT NICHE MUST BE ENCAPSULATED AN INSPECTED PER NEC 680.23(B)(2)(b) UNDERWATER UGHT BY G.C./OWNER TO HAVE HIS LICENSED ELECTRICAIN DO ALL 3 - 1 LIGHT NICHE WORK TO N.E.C. 680 AND ALL OTHER APPLICATION "A" OR "B" IS (SET BY POOL CONTR) APPLICABLE CODES. LICENSED ELECTRICWN (NOTE: APPLICATION "B" IS TO GROUND ALL STEEL AND UGHT NICHES BAND "A" BARS CUT #4 REBAR VERT STIRRUP 0 12" O.C. AND FIXTURES. RUN ALL CONDUIT WITH e PROPERLY PRIMED AND GLUED JOINTS. "0 MAIN DRAIN SUCTION LIN SUPPLY AND SET ALL J–BOXES, SWITHCHES DECK BY OTHERS AND CONTROLS AS NEEDED OR REQUIRED. TYPICAL LIGHT SECTION LIGHT BROOM FINISH SKIMMER NTS GUNITE 12" 02" ANTI -VORTEX MAIN DRAIN GRILL EFE CEMENT /�WWITH SMOOTH '_FINISH NTS V6 B. CODE REQUIRES THE DEPTH OF THE SUMP TO BE FROM TOP OF SUCTION LINE TO THE UNDER51DE OF THE ANTI -VORTEX ORILL 1 %2 TIMES MINIMUM THE DIAMETER OF THE PIPE FILTER WASTE LINE 6" AIR GAP FLOOR SINK BY OTHERS STONE BY GC � PVC FLOOR RETURN DEEP 1 1/2" RETURN UNEP —III—II PVC SCH 40 � I— GUNITE —III=I1' SUNNING LEDGE SECTION NTS SHEER DECENT TRAP 6" FROSTPROOF TILE (6x6 BLUE) � 6" FROSTPROOF TILE (6x6 BLUE) POOL WATER LEVEL PLASTIC JET RETURN GUNITE BENCH #4 REBAR (6'x12' O.C.) ..y POOL WALL JAI A A 6" THICK GUNITE WHITE CEMENT WALL AND FLOOR .. W/ SMOOTH FINISH :a POOL AND SPA WALL SECTION A -A SCALE: NTS 4'-6" 791"1 SECTION DEPTH # @ WATER LINE IN 4" HIGH CONTRASTING COLOR DECK DEPTH # AND "NO DIVE" TO BE MOUNTED TO DECK BY G.0 DECK MAN 3'-6" 24'-9" 34'-9" ELEV. 3 - 1 NTS APPLICATION "A" OR "B" IS 4 1/2' #4 REBAR CONT HORIZ 0 6" (NOTE: APPLICATION "B" IS MIN BAND "A" BARS CUT #4 REBAR VERT STIRRUP 0 12" O.C. SPECIAL INSPECTIONS: "0 MAIN DRAIN SUCTION LIN #4 REBAR''''• DECK BY OTHERS INSPECT ALL PVC SCH 40 6"02" OC, TYP LIGHT BROOM FINISH SKIMMER 2. COL CAP BY G.C. AWAY FROM THE POOL POOL CAP HAS ROUNDED Etic2. OWNER/G.0 RESPONSIBLE FOR FILTER ROOM, POOL PIPE KNOCKOUTS AND CORE DRILLING POOL CAP HAS ROUNDED TO POOL PUMPS EDGES &SLOPES AWAY EXCAVATION BY G.C. ALL TRENCHING AND BACKFILLING AS NEEDED BY EDGES &SLOPES AWAY PVC THREADED FROM POOL SHOTCRETE SHALL BE TYPE II CEMENT COMPOSED OF: BAND "B" ELBOW (90') OWNER/G.C. TO PAY FOR DRYWALL, LUMBER, METAL LETH AND STEEL PINS. POOL MAIN DRAIN DETAIL NTS V6 B. CODE REQUIRES THE DEPTH OF THE SUMP TO BE FROM TOP OF SUCTION LINE TO THE UNDER51DE OF THE ANTI -VORTEX ORILL 1 %2 TIMES MINIMUM THE DIAMETER OF THE PIPE FILTER WASTE LINE 6" AIR GAP FLOOR SINK BY OTHERS STONE BY GC � PVC FLOOR RETURN DEEP 1 1/2" RETURN UNEP —III—II PVC SCH 40 � I— GUNITE —III=I1' SUNNING LEDGE SECTION NTS SHEER DECENT TRAP 6" FROSTPROOF TILE (6x6 BLUE) � 6" FROSTPROOF TILE (6x6 BLUE) POOL WATER LEVEL PLASTIC JET RETURN GUNITE BENCH #4 REBAR (6'x12' O.C.) ..y POOL WALL JAI A A 6" THICK GUNITE WHITE CEMENT WALL AND FLOOR .. W/ SMOOTH FINISH :a POOL AND SPA WALL SECTION A -A SCALE: NTS 4'-6" 791"1 SECTION DEPTH # @ WATER LINE IN 4" HIGH CONTRASTING COLOR DECK DEPTH # AND "NO DIVE" TO BE MOUNTED TO DECK BY G.0 DECK MAN 3'-6" 24'-9" 34'-9" ELEV. NOTE: CORNER BAR TO MATCH PRIMARY HORIZ. REINFORCING POOL STRUCTURE CORNER MAT REINFORCING NO SCALE SECTION DETAILS FOR PIPING RECIRCULATION LINES NTS APPLICATION "A" OR "B" IS ACCEPTABLE FOR INSTALLATION #4 REBAR CONT HORIZ 0 6" (NOTE: APPLICATION "B" IS EASIER TO SEE PIPING ON DRAWING) BAND "A" BARS CUT #4 REBAR VERT STIRRUP 0 12" O.C. SPECIAL INSPECTIONS: DECK BY OTHERS OWNER/G.0 RESPONSIBLE FOR LOCATION AND ELEVATION, SITE TO BE DECK BY OTHERS INSPECT ALL SLOPE: 1/4" PER FT (MIN.) POOL CAP BY G.C. LIGHT BROOM FINISH SKIMMER 2. COL CAP BY G.C. AWAY FROM THE POOL POOL CAP HAS ROUNDED Etic2. OWNER/G.0 RESPONSIBLE FOR FILTER ROOM, POOL PIPE KNOCKOUTS AND CORE DRILLING POOL CAP HAS ROUNDED POOLS EDGES &SLOPES AWAY EXCAVATION BY G.C. ALL TRENCHING AND BACKFILLING AS NEEDED BY EDGES &SLOPES AWAY REINFORCEMENT TO PIPE FROM POOL SHOTCRETE SHALL BE TYPE II CEMENT COMPOSED OF: BAND "B" FROM POOL OWNER/G.C. TO PAY FOR DRYWALL, LUMBER, METAL LETH AND STEEL PINS. • 8 1/2 SACKS OF CEMENT BLUE WHITE TO SUPPLY LABOR AND INSTALL FORMS AS NEEDED. BLUE WHITE TO STRIP 0 30% PEA GRAVEL WATER LEVEL s I' , e;� FORMS OUT OF SHOTCRETE, G.C. TO BACKFILL WITH PEA GRAVEL AROUND POOL AND SPA. WATER LEVEL 1 n 5 4. ALL ELECTRICAL BY OWNER/G.C. ELECTRICIAN, INCLUDING ALL PARTS AND LABOR • AIR ENTRAINMENT: 8% PRIOR TO PUMPING WITH f1.5 TOLERANCE BAND "A" 6" FROSTPROOF TILE (6x6 BLUE) • 2-5oz OF WATER REDUCING MIXTURE NOTED OR SHOWN ON 6" FROSTPROOF TILE (6x6 BLUE) EXSPANSION & CAULKING 12" THICK BOND BEAM EXSPANSION & CAULKING 5. 12" THICK BOND BEAM MATERIALS AND INSTALLATION A, MATERIALS AND INSTALLATION i •'. 4,500 PSI MIN. COMPRESSION STRENGTH AFTER 28 DAYS BY OTHERSBY PVC RETURN OTHERS ••''. THAN 8". (12" TO 18' BELOW SURFACE) ••. EXTRA COVERAGE REQUESTED IS AN EXTRA CHARGE. (15'-0' CENTERS) ' #4 HORIZ 0 12" O.C. THE FOUNDATION DESIGNS HEREIN ARE BASED ON ASSUMED SOIL CONDITIONS, PER IRC TABLE R401. •'.a NOTED OTHERWISE. G.C./OWNER RESPONSIBLE FOR ALL UTILITY CONNECTIONS TO LOCATED IN CENTER OF WALL #4 VERT ®6" O.C. BLUE WHITE EQUIPMENT. MECHANICAL ENGINEEERING AND PERMITS AS NEEDED TO CONVENTIONAL SPREAD FOOTINGS: #4 HORIZ ® 12" O.C. NOTE- ALL POOLS AND SPAS WORK AREAAS NEEDED DUE TO INCLEMENT WEATHER. LOCATED IN CENTER OF WALL AMIE MINOR SEEP, DR/PS 8. SKIMMER PVC A QUALIFIED GEOTECHNICAL ENGINEER SHALL OBSERVE EXCAVATIONS PRIOR TO CONCRETING OPERATIONS W/T// EYAPORA00N. IT 15 TO VERIFY THE BEARING STRATUM IS PROPERLY PREPARED. A COPY OF A FIELD EQUALIZER LINE 9. POOL AND SPA EMERGENCY SHUT DOWN SWITCHES AND LOCATIONS BY OWNERS NORMAL TO ADD2"TO ELECTRICIAN 6" THICK X a' ,3" -off® 6" OF WATER PER DAY 10. 4 x 4' -OF 06 - 6" THICK GUNITE #—®6" CONSTRUCTION. WALL AND WALL PLASTER FINISH AND FILLING WITH WATER. WALL AND FLOOR "• TE CEMENT 60pcf & AN EQUIVALENT PASSIVE FLUID PRESSURE OF 200pcf FOR THE PASSIVE 1 1/2" RETURN LINE 4FLOOR SMOOTH FINISH LAP LENGTH WHITE CEMENT PVC SCH 40 SEE STRUCTURAL W/ SM OTH FINISH ti' NOTES NOTES 0 Cr — — — — — — — — — — — — — fi MILL BLACK POLY TURNED- URNED ul '• ul UP UP 1'-0 ON SIDE WALL OPTIONAL EXTRA hllllhllhllllllllhllhllllh "A„ SKIMMER #4 ® 18" O.C. EA WAY ROCK APPLICATION SU SUCTION NE TO BRING POOL BACK TOO PROPER"DEPTH 4 ® 18 O.C. EA WAY SCH40 W/ 4" LEACH PIPE DOWN CENTER W/ TEE'S AND LEGS I ALL LINES RUN IN GUNITE STRUCTURE LEACH LINE RUN TO 12" INSPECTION PIPE, PUMP BY G.C. SCALE: N.T.S L--------------� DECK BY OTHERS DECK BY OTHERS SLOPE: 1/4" PER Fi (MIN.) OOL CAP BY G.C. LIGHT BROOM FINISH SKIMMER OOL CAP BY G.C. AWAY FROM THE POOL POOL CAP HAS ROUNDED POOL CAP HAS ROUNDED EDGES &SLOPES AWAY EDGES &SLOPES AWAY FROM POOL FROM POOL y. Y v:',p. WATER LEVEL WATER LEVEL 6" FROSTPROOF TILE (6x6 BLUE) :4 6" FROSTPROOF TILE (6x6 BLUE) EXSPANSION & CAULKING 12" THICK BOND BEAM EXSPANSION & CAULKING •" �' 12" THICK BOND BEAM MATERIALS AND INSTALLATION A` MATERIALS AND INSTALLATION BY OTHERS PVC RETURN BY OTHERS (12" To18" BELOW SURFACE) WIEALL POOLS AND SPAS ,. #4 VERT 0 6" D.C. (15'-0' CENTERS) //A{/E MINOR SEEP, DR/PS •� #4 HORIZ 0 12" O.C. W/TH EYAPORARON. /T /S ' LOCATED IN CENTER OF WALL #4 VERT 0 6" O.C. NORMAL TO ADD 2"TO J" 1 1/2" RETURN LINE #4 HORIZ ® 12' o.c. PVC SCH 40 LOCATED IN CENTER OF WALL OF WATER PER DAY ,,..•.� I". SKIMMER PVC EQUALIZER LINE 5'-0 1 1/2" SKIMMER 5'-0 .5: #4 X 4'-0—® 6' SUCTION LINE X 4' -OF 0 6" 6" THICK GUNITE PVC SCH 40 6" THICK WALL AND FLOOR WALL ANDWHITE CEMENT W/ SMOOTH FINISH 4GUNrrE MENTTH FINISH -------------- fi MILL BLACK POLY TURNED– �� � � � �� d � W d • � W UP 1'-0 ON SIDE WALL • OPTIONAL EXTRA #4 0 18" O.C. EA WAY RTDO TO BRING POOL K BA PROPER DEPTH PIPEER E'S AN EI I #4 0 18" O.C. I EA WAY ff )) APPLICATION B LEACH LINE RUN NSDOWCENTIPPE, BYG.C.LEGS L J ALL LINES STUBBED THIRD GUNITE STRUCTURE TO TRENCH SCALE: N.T.S _ _ _ _ _ _ _ — — — — — — — NOTE: CORNER BAR TO MATCH PRIMARY HORIZ. REINFORCING POOL STRUCTURE CORNER MAT REINFORCING NO SCALE SECTION DETAILS FOR PIPING RECIRCULATION LINES APPLICATION "A" OR "B" IS ACCEPTABLE FOR INSTALLATION (NOTE: APPLICATION "B" IS EASIER TO SEE PIPING ON DRAWING) BAND "A" BARS CUT NOTES: SPECIAL INSPECTIONS: 1. OWNER/G.0 RESPONSIBLE FOR LOCATION AND ELEVATION, SITE TO BE 1. AQUATIC CONSULTANT AND/OR PROJECT STRUCTURAL ENGINEER OF RECORD MUST INSPECT ALL 6" LOW TO RECIEVE POOL/SPA FORMS. POOL AND SPA TO BE BUILT AS SAME TIME. POOL/SPA REBAR PRIOR TO PLACEMENT OF CONCRETE. ADD 1-#5x4'-0" DIAG. C& 2. OWNER/G.0 RESPONSIBLE FOR EASY AND UNRESTRICTED ACCESS. 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THIRD PARTY TESTING OF POOL CONCRETE Etic2. OWNER/G.0 RESPONSIBLE FOR FILTER ROOM, POOL PIPE KNOCKOUTS AND CORE DRILLING AND PROVIDE 7 DAY, 14 DAY & 28 DAY BREAL TEST RESULTS TO BLUE WHITE POOLS 3. EXCAVATION BY G.C. ALL TRENCHING AND BACKFILLING AS NEEDED BY REINFORCEMENT TO PIPE G.0 EXCAVATOR. SHOULD FORMING BE NEEDED DUE TO SITE CONDITIONS, SHOTCRETE SHALL BE TYPE II CEMENT COMPOSED OF: BAND "B" OWNER/G.C. TO PAY FOR DRYWALL, LUMBER, METAL LETH AND STEEL PINS. • 8 1/2 SACKS OF CEMENT BLUE WHITE TO SUPPLY LABOR AND INSTALL FORMS AS NEEDED. BLUE WHITE TO STRIP 0 30% PEA GRAVEL FORMS OUT OF SHOTCRETE, G.C. TO BACKFILL WITH PEA GRAVEL AROUND POOL AND SPA. 0 70% SAND STEEL REINF. CUT 4. ALL ELECTRICAL BY OWNER/G.C. ELECTRICIAN, INCLUDING ALL PARTS AND LABOR • AIR ENTRAINMENT: 8% PRIOR TO PUMPING WITH f1.5 TOLERANCE BAND "A" NEEDED TO MAKE SYSTEM OPERATIONAL. THIS INCLUDES BONDING, ELECTRICAL • 2-5oz OF WATER REDUCING MIXTURE NOTED OR SHOWN ON 1- #5 HOOP, DIA. OF ENGINEERING AND ALL PERMITS AS NEEDED. • 10% WATER 5. G.0 TO PULL PERMIT. BLUE WHITE TO PROVIDE SHOP DRAWING. NOTE: G.C./OWNER • 2"-4" SLUMP (FOR SJORT DISTANCES) TO PAY TAXES AND PERMIT FEES. 4,500 PSI MIN. COMPRESSION STRENGTH AFTER 28 DAYS 6. WARRANTY: 1 YEAR ON STRUCTURE, MANUFACTURES WARRANTY ON ALL MANUFACTURED • CONTAIN ZPEX INTEGRAL CRYSTALLINE WATER PROOF THAN 8". ITEMS. BLUE WHITE WILL SUPPLY OUR STANDARD LIABILITY COVERAGE. NOTE: ANY EXTRA COVERAGE REQUESTED IS AN EXTRA CHARGE. FOUNDATION DESIGN (FOOTINGS) 7. OWNER RESPONSIBLE FOR ALL ELECTRIC, GAS, SEWER, WATER AND VENT UNLESS THE FOUNDATION DESIGNS HEREIN ARE BASED ON ASSUMED SOIL CONDITIONS, PER IRC TABLE R401. NOTED OTHERWISE. G.C./OWNER RESPONSIBLE FOR ALL UTILITY CONNECTIONS TO BLUE WHITE EQUIPMENT. MECHANICAL ENGINEEERING AND PERMITS AS NEEDED TO CONVENTIONAL SPREAD FOOTINGS: MAKE SYSYTEM COMPLETE AND FUNCTIONAL. NOTE: G.C./OWNER TO COVER AND HEAT A. MAXIMUM ALLOWABLE BEARING PRESSURE: 1,500psf WORK AREAAS NEEDED DUE TO INCLEMENT WEATHER. 8. OWNER TO FURNISH SUFFICIENT POWER, TEMPORARY FENCE AND WATER TO BUILD A QUALIFIED GEOTECHNICAL ENGINEER SHALL OBSERVE EXCAVATIONS PRIOR TO CONCRETING OPERATIONS AND FILL POOL AND SPA. OWNER TO POST ALL POOL AND SPA SAFETY SIGNAGE. TO VERIFY THE BEARING STRATUM IS PROPERLY PREPARED. A COPY OF A FIELD REPORT SHALL BE 9. POOL AND SPA EMERGENCY SHUT DOWN SWITCHES AND LOCATIONS BY OWNERS TRANSMITTED TO THE ENGINEER OF RECORD. ELECTRICIAN WHERE APPLICABLE, OWNER UNDERSTANDS AND ACCEPTS ALL RISKS ASSOCIATED WITH SLAB—ON—GRADE 10. PERMANANT FENCE TO BE PROVIDED AND INSTALLED BY G.C. PRIOR TO POOL CONSTRUCTION. PLASTER FINISH AND FILLING WITH WATER. FOUNDATION WALLS HAVE BEEN DESIGNED FOR AN ASSUMED EQUIVALENT ACTIVE FLUID PRESSURE OF 60pcf & AN EQUIVALENT PASSIVE FLUID PRESSURE OF 200pcf FOR THE PASSIVE CONDITION. PRESSURE LAP LENGTH VALUES ASSUME CONTRACTOR PROVIDES ADEQUATE DE—WATERING MEASURES FOR SITE. SEE STRUCTURAL NOTES NOTES NOTE: CORNER BAR TO MATCH PRIMARY HORIZ. REINFORCING POOL STRUCTURE CORNER MAT REINFORCING NO SCALE NO SCALE ALL ACCESSIBILYTY REQUREMENTS SHALL COMPLY WITH ICC A117.1-2009 AND 2012 IBC POOL- SPECIFICATIONS ON SITE PLANS (POOL/SPA DESIGNED PER 2015 IBC) MUST BE OORINSPECTION ALLLPProjromeects are 1) SIZE: 34'-9 x 61'-9 (APPROX) 2362 SQ/FT Subiectto Field Inspections 3'-6" TO 4'-6" APPROX. 68,600 GALS 2) SHAPE: FREEFORM AS DRAWN WITH SUNLEDGE 3) CONSTRUCTION: #4 REBAR @ 6"x12" O.C. W/ 8 1#2 SACK SHOTCRETE (450OPS1 MIN) 6" THICK WALLS AND FLOOR, 12" BOND BEAM 4) STEPS: ONE SET, THREE TREADS W/ TILE OUTLINE 5) INTERIOR FINISH: WHITE CEMENT & MARBLE SAND WITH SMOOTH FINISH (ALL MARBLE FINISHES, WITH OR WITHOUT DYE HAVE SHADING AND MOTTLING VARIATIONS, WHICH IS NORMAL NOT AN DEFICIENCY) 6) COPING: CAP STONE BY G.C. 7) WATERLINE TILE: ONE ROW 6x6 BLUE FROM STOCK W/ DEPTH NUMBERS AT WATER LINE. DEPTH NUMBERS ON DECK INCLUDED. OWNERS TILE PERSON TO LAY TILES IN DECK POUR. ANY OTHER TILE IS EXTRA CHARGE 8) OVERFLOW: DECK DRAINS BY GENERAL CONTRACTOR (G.C.) 9) AREATOR & DRYWELL: OPTIONAL EXTRA: 6" OVERDIG WITH 3/4" ROCK, 4" LEACH PIE RUN DOWN MIDDLE WITH TEE'S, G.C. TO RUN TO DAYLIGHT, G.C. IS RESPONSIBLE FOR SOILS OVERLOTTING, NEEDED TO REMOVE EXPANSIVE SOIL 10) FILTER SLAB ROOM: BY OWNER 1 1) OTHER: OWNER RESPONSIBLE FOR ALL SOIL CONDITIONS 12) POOL EQUIPMENT: TRITON OR EQUAL 13) FILTER SYSTEM: THREE TR -140 SAND FILTER WITH ONE 7 1/2 HP PUMP 14) HEATER: ONE RAYPAK 1,100,000 HEATERS W/ DIRECT AIR AND VENTING BY G.0 15) CHLORINATOR: ONE RAINBOW TAB FEEDER ONE 0—ZONE DELZONE EZ 40 OR EQUAL IS EXTRA 16) LADDER/HANDRAIL: ONE STANDARD HANDRAIL, ONE STANDARD THREE TREAD LADDER 17) VACUUM: ONE FLEX—O—VAC HEAD 18) WATER TEST SET: ONE D.P.D. 4 IN 1 TEST KIT 19) THERMOMETER: ONE 110" 20) HAND SKIMMER: ONE DIP NET 21) SAFETY ROPE/POLES/HOOKS: ONE TELESCOPIC POLE, ONE LIFE HOOK 22) UNDERWATER LIGHT: SIX LOW VOLTAGE LIGHTS, CORD NOT TO EXCEED 35'-0", G.0 TO WIRE 23) FILL SPOUT: ONE AUTO—FILL UNIT, G.C. TO CONNECT TO BLUE WHITE LINE 24) MAIN DRAIN: TWO 12" SQ ANTI—VORTEX, ANTI—ENTRAPMENT FRAMES WITH GRILL, MAIN DRAIN 3" PVC SCH 40 LINE 25) VACUUM FITTING: N/A 26) RETURN FITTINGS: TEN 1 1/2" PVC SCH 40, IN WALLS TEN 1 12" FLOOR RETURNS 27) SKIMMERS: SIX SWIMQUIP OR EQUAL U-3 SKIMMERS 28) CHEMICALS: START—UP ONLY 29) PLUMBING: ALL PIPES ARE COLOR CODED & FLOW DIRECTION LABLED ALL PIPES ARE PVC SCH 40 UNLESS OTHERWISE NOTED 30) ELECTRICAL: GROUNDING OF ALL FIXTURES, REBAR, G.F.I. ON ALL LIGHTS AND OUTLETS. LIGHT NICHE ENCAPSULATED AND INSPECTED PER NEC 680.23(B)(2)(B). ALL WORK TO BE DONE BY OWNERS ELECTRICIAN. 31) TURN—OVER RATE: @ 325 GPM = 19,500 PER/HR @ 4 HOURS = 78,000 GALS. 32) OTHER: ONE FREE INSTRUCTION AND SYSTEM LABELED 33) BATHER LOAD: 85 PEOPLE 34) OTHER: 60" WIDE SHEER DECENT WATER FEATURE WITH 1 HP WHIPSER FLOW PUMP AND 2" SUCTION AND 2" RETURN PVC LINE FLOW RATE FOR FILTER SUCTION LINES @ 325 GPM = 4.75 FT/SEC (7.0 FT/SEC MAX) OPTIONAL EXTRAS: A) SOLAR, BUBBLE FLOATING SPA COVER, CUT TO FIT B) AUTOMATIC ROBOT TYPE POOL CLEANER C) ANTI ENTRAPMENT SAFETY VACUMM RELEASE UNITS D) MESH WINTERIZING COVER INSTALLED W City of id y C.OMMUNIIYhEcat ENT,c APPROVED Reviewed for Code Compliance Randy Slusser 5/15/2( Plans Examiner Date Validity of m mlt: fie issuaere o/ o p~ or appioroT of ptem spen and oompumt aw shop not be a pnmglo, w on opprosol at any no my of the prowsans of the ourdi g code or of o(V City crOma ors. pmw ng to gale out" to vww a motel the PFWA& s •f I" coda or other oMyronors of Me CRY OW cot he yo6G A wz �o zQ ws 0. a¢ ENGINEERS STAMP DRAWN BY: DJM DATE12/30/ 19 REV: A SHEET 1 of 4 AREA OF BARS EQUAL 1. TYPICAL FOR ALL BAND "A" BARS CUT OPENINGS IN CONCRETE WALLS & SLAB UNLESS ADD 1-#5x4'-0" DIAG. C& INDICATED OTHERWISE ON EACH CORNER FOR EACH PLANS. Etic2. LAYER OF REINFORCING DO NOT WED REINFORCEMENT TO PIPE STEEL REINF. CUT SLEEVES AND INSERTS. BAND "B" AREA OF BARS EQUAL BAND "A" BARS CUT STEEL REINF. CUT BAND "A" PROVIDE MINIMUM LAP AS NOTED OR SHOWN ON 1- #5 HOOP, DIA. OF PLANS (TYP.) OPENING + 8", IN EACH LAYER OF REINF'G FOR OPENINGS LARGER THAN 8". POOL SHELL PENETRATION REINF. NO SCALE ALL ACCESSIBILYTY REQUREMENTS SHALL COMPLY WITH ICC A117.1-2009 AND 2012 IBC POOL- SPECIFICATIONS ON SITE PLANS (POOL/SPA DESIGNED PER 2015 IBC) MUST BE OORINSPECTION ALLLPProjromeects are 1) SIZE: 34'-9 x 61'-9 (APPROX) 2362 SQ/FT Subiectto Field Inspections 3'-6" TO 4'-6" APPROX. 68,600 GALS 2) SHAPE: FREEFORM AS DRAWN WITH SUNLEDGE 3) CONSTRUCTION: #4 REBAR @ 6"x12" O.C. W/ 8 1#2 SACK SHOTCRETE (450OPS1 MIN) 6" THICK WALLS AND FLOOR, 12" BOND BEAM 4) STEPS: ONE SET, THREE TREADS W/ TILE OUTLINE 5) INTERIOR FINISH: WHITE CEMENT & MARBLE SAND WITH SMOOTH FINISH (ALL MARBLE FINISHES, WITH OR WITHOUT DYE HAVE SHADING AND MOTTLING VARIATIONS, WHICH IS NORMAL NOT AN DEFICIENCY) 6) COPING: CAP STONE BY G.C. 7) WATERLINE TILE: ONE ROW 6x6 BLUE FROM STOCK W/ DEPTH NUMBERS AT WATER LINE. DEPTH NUMBERS ON DECK INCLUDED. OWNERS TILE PERSON TO LAY TILES IN DECK POUR. ANY OTHER TILE IS EXTRA CHARGE 8) OVERFLOW: DECK DRAINS BY GENERAL CONTRACTOR (G.C.) 9) AREATOR & DRYWELL: OPTIONAL EXTRA: 6" OVERDIG WITH 3/4" ROCK, 4" LEACH PIE RUN DOWN MIDDLE WITH TEE'S, G.C. TO RUN TO DAYLIGHT, G.C. IS RESPONSIBLE FOR SOILS OVERLOTTING, NEEDED TO REMOVE EXPANSIVE SOIL 10) FILTER SLAB ROOM: BY OWNER 1 1) OTHER: OWNER RESPONSIBLE FOR ALL SOIL CONDITIONS 12) POOL EQUIPMENT: TRITON OR EQUAL 13) FILTER SYSTEM: THREE TR -140 SAND FILTER WITH ONE 7 1/2 HP PUMP 14) HEATER: ONE RAYPAK 1,100,000 HEATERS W/ DIRECT AIR AND VENTING BY G.0 15) CHLORINATOR: ONE RAINBOW TAB FEEDER ONE 0—ZONE DELZONE EZ 40 OR EQUAL IS EXTRA 16) LADDER/HANDRAIL: ONE STANDARD HANDRAIL, ONE STANDARD THREE TREAD LADDER 17) VACUUM: ONE FLEX—O—VAC HEAD 18) WATER TEST SET: ONE D.P.D. 4 IN 1 TEST KIT 19) THERMOMETER: ONE 110" 20) HAND SKIMMER: ONE DIP NET 21) SAFETY ROPE/POLES/HOOKS: ONE TELESCOPIC POLE, ONE LIFE HOOK 22) UNDERWATER LIGHT: SIX LOW VOLTAGE LIGHTS, CORD NOT TO EXCEED 35'-0", G.0 TO WIRE 23) FILL SPOUT: ONE AUTO—FILL UNIT, G.C. TO CONNECT TO BLUE WHITE LINE 24) MAIN DRAIN: TWO 12" SQ ANTI—VORTEX, ANTI—ENTRAPMENT FRAMES WITH GRILL, MAIN DRAIN 3" PVC SCH 40 LINE 25) VACUUM FITTING: N/A 26) RETURN FITTINGS: TEN 1 1/2" PVC SCH 40, IN WALLS TEN 1 12" FLOOR RETURNS 27) SKIMMERS: SIX SWIMQUIP OR EQUAL U-3 SKIMMERS 28) CHEMICALS: START—UP ONLY 29) PLUMBING: ALL PIPES ARE COLOR CODED & FLOW DIRECTION LABLED ALL PIPES ARE PVC SCH 40 UNLESS OTHERWISE NOTED 30) ELECTRICAL: GROUNDING OF ALL FIXTURES, REBAR, G.F.I. ON ALL LIGHTS AND OUTLETS. LIGHT NICHE ENCAPSULATED AND INSPECTED PER NEC 680.23(B)(2)(B). ALL WORK TO BE DONE BY OWNERS ELECTRICIAN. 31) TURN—OVER RATE: @ 325 GPM = 19,500 PER/HR @ 4 HOURS = 78,000 GALS. 32) OTHER: ONE FREE INSTRUCTION AND SYSTEM LABELED 33) BATHER LOAD: 85 PEOPLE 34) OTHER: 60" WIDE SHEER DECENT WATER FEATURE WITH 1 HP WHIPSER FLOW PUMP AND 2" SUCTION AND 2" RETURN PVC LINE FLOW RATE FOR FILTER SUCTION LINES @ 325 GPM = 4.75 FT/SEC (7.0 FT/SEC MAX) OPTIONAL EXTRAS: A) SOLAR, BUBBLE FLOATING SPA COVER, CUT TO FIT B) AUTOMATIC ROBOT TYPE POOL CLEANER C) ANTI ENTRAPMENT SAFETY VACUMM RELEASE UNITS D) MESH WINTERIZING COVER INSTALLED W City of id y C.OMMUNIIYhEcat ENT,c APPROVED Reviewed for Code Compliance Randy Slusser 5/15/2( Plans Examiner Date Validity of m mlt: fie issuaere o/ o p~ or appioroT of ptem spen and oompumt aw shop not be a pnmglo, w on opprosol at any no my of the prowsans of the ourdi g code or of o(V City crOma ors. pmw ng to gale out" to vww a motel the PFWA& s •f I" coda or other oMyronors of Me CRY OW cot he yo6G A wz �o zQ ws 0. a¢ ENGINEERS STAMP DRAWN BY: DJM DATE12/30/ 19 REV: A SHEET 1 of 4 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: � Permit Number: ❑ No one available for inspection: Tii�' Re -Inspection required: Yes >0 When corrections have been made, schedule for http://www.ci.wheatridge.co.uslins ectr AM/PM online at: Inspection Type: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Job Address: /�-,. Permit Number: ����`�� GZ 57S ❑ No one available for inspection: Time ;'A1Vf/PM Re -Inspection required: YesAlo When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date:---;--.`,' -,-< Inspector: X_-' ­ DO NOT REMOVE THIS NOTICE Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 ReinforcedPTConcrete # S'17 Client: Evergreen Development 1873 S. Bellaire, Suite 1200 Denver, CO 80222 Activity Date: 04/09/2020 Activity Number: 39 Technician: Arthur Watson City Of: Wheat Ridge Weather: Sunny Temperature (°F): 45 Environmental Placement Conditions: Normal Work Completed Scope of Inspection: Reinforcing and Tendons Only Location Details: Building,3 Tvae A PT slab on grade Frequency: Asynchronous Level/Floor: Foundation level Plans & Details Referenced: Structural drawings SO -0.2, S1-1.0 Dated 11-15-19; Barton shop drawing PT2 dated 11/15/19 Tendon Placement/Size/Grade: Yes Anchor Bolts/Holdowns: Yes Consolidation Adequate: No Field Notes: Concrete scheduled for tomorrow, Inspection Results Communicated To: Dan with Evergreen Discrepancy: No Project: 19.23.225 Outlook Clear Creek 4040 Clear Creek Drive Wheat Ridge, CO 80215 Approved Mix Design Verified: No Deformed Bar Placement/Size/Grade: Yes Vertical Bars for CMU Conform with Masonry Plans: Yes Form Condition/Cover/Clearance: Yes Penetrations: Acceptable Tendon Anchorage/Backer Bars/Stud Rails: Verified Page 1 of 1 (!Geotech Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 Reinforced PTConcrete Client: Project: 2li1 ` c/It S77 Evergreen Development 19.23.225 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Activity Date: 04/09/2020 Activity Number: 39 Technician: Arthur Watson City Of: Wheat Ridge Weather: Sunny Temperature (°F): 45 Environmental Placement Conditions: Normal Work Completed Scope of Inspection: Reinforcing and Tendons Only Location Details: Building 3 Type A PT slab on grade (PT/rebar) including section of grade beams East of elevator pit excluded from previous pour Frequency: Asynchronous Level/Floor: Foundation level Plans & Details Referenced: Structural drawings SO -0.2, S1-1.0 Dated 11-15-19; Barton shop drawing PT2 dated 11/15/19 Tendon Placement/Size/Grade: Yes Anchor Bolts/Holdowns: Yes Consolidation Adequate: No Field Notes: Ufer installed in grade beam section poured with slab. Inspection Results Communicated To: Dan with Evergreen Discrepancy: No Approved Mix Design Verified: No Deformed Bar Placement/Size/Grade: Yes Vertical Bars for CMU Conform with Masonry Plans: Yes Form Condition/Cover/Clearance: Yes Penetrations: Acceptable Tendon Anchorage/Backer Bars/Stud Rails: Verified Page 1 of 1 Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 Activity Date: 02/27/2020 Technician: Daniel Ruybal ReinforcedMoncrete -?64"'1 C/'2 S 77 Client: Project: Evergreen Development 19.23.225 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Activity Number: 3 City Of: Wheat Ridge Weather: Partly cloudy, windy Temperature (°F): 40 Environmental Placement Conditions: Normal Work Completed Scope of Inspection: Reinforcing Only Location Details: Building 3: Grade Beams & South Elevator Pit Frequency: Asynchronous Level/Floor: 1 Plans & Details Referenced: Approved Mix Design Verified: No Anchor Engineering plans dated 11/15/2019: S1-1.0, S3-0.0 Deformed Bar Placement/Size/Grade: Yes Tendon Placement/Size/Grade: No Form Condition/Cover/Clearance: Yes Anchor Bolts/Holdowns: No Consolidation Adequate: No Field Notes: Ufer and missing insulation to be installed prior to concrete pour. Inspection Results Communicated To: Dan w/ Evergreen Discrepancy: No Page 1 of 1 i NA w ' 0 Geotech Cole Garner Geotechnical 1070 West 124th Ave Suite 300 Westminister, CO 80234 Phone: 303.996.2999 ReinforcedMoncrete Client: Evergreen Development 1873 S. Bellaire, Suite 1200 Denver. CO 80222 Activity Date: 02/28/2020 Activity Number: 6 Technician: Daniel Ruybal City Of: Wheat Ridge Weather: Clear Temperature (°F): 48 Environmental Placement Conditions: Normal Work Completed Scope of Inspection: Concrete Placement Only /-DA/nA- A 2v1 �J Project: 677 19.23.225 Outlook Clear Creek 4040 Clear Creek Drive Wheat Ridge, CO 80215 Location Details: Building 3 Grade Beams (excluding approximately 30' section East of elevator pit) Frequency: Asynchronous Level/Floor: 1 Approved Mix Design Verged: No Deformed Bar Placement/Size/Grade: No Form Condition/Cover/Clearance: Yes Method of Deposition: Pump Concrete/Shotcrete/Gunite: Concrete Tendon Placement/Size/Grade: No Anchor Bolts/Holdowns: No Consolidation Adequate: Yes Field Notes: Hair pins wet set. Foam insulation completed prior to concrete pour. Inspection Results Communicated To: Dan w/ Evergreen Discrepancy: No Page 1 of 1 Report of Inspection or Observation 261'e -t `fZ C77 Cole Garner Geotechnical Client: Project: 1070 West 124th Ave Suite 300 Evergreen Development 19.23.225 Westminister, CO 80234 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Phone: 303.996.2999 Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Details Activity Date: 02/27/2020 Weather: Clear Technician: Dale Griest Temperature (°F): Work Completed Type: Open Hole Location Details: Building 3 Discrepancy: No Field Notes: CGG arrived on site to observe the soils throughout the grade beams for building 3. Based on our observation the soils appeared to be stable with adequate moisture. Reported to: Dan Contractor: Evergreen Page 1 of 1 ReinforcedMoncrete 41' or- ZU kms, S-77 Cole Garner Geotechnical Client: Project: 1070 West 124th Ave Suite 300 Evergreen Development 19.23.225 Westminister, CO 80234 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Phone: 303.996.2999 Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Activity Date: 04/21/2020 Activity Number: 48 Technician: Arthur Watson City Of: Wheat Ridge Weather: Sunny Temperature (°F): 60 Environmental Placement Conditions: Normal Work Completed Scope of Inspection: Stressing with Attached Log Location Details: Building 3 (type A) PT Stressing Frequency: Continuous Level/Floor: Foundation level Plans & Details Referenced: PT2; Date 11-15-19 Deformed Bar Placement/Size/Grade: No Form Condition/Cover/Clearance: No Consolidation Adequate: No Inspection Results Communicated To: Dan with Evergreen Discrepancy: Yes Discrepancy Number: 6 Approved Mix Design Verified: No Tendon Placement/Size/Grade: No Anchor Bolts/Holdowns: No Discrepancy Description: Tendons BLU-PNK 64A & 64B elongations are 1/8" below minimum Status: Open Page 1 of 8 F., C) 0 rb H N S n m �D N G N W O Ll (n 3 3' rb 0 00 2 W A • W O m �D N O 0 N 0 Z v 3 c� O O O C7 (D w n m N 0 0 0 0 0 0 0 0 0 0 0 W O0 N :3 CD CD �n o d � 3' D D D A D D D D D D D� m m m m m m m S S S 3 p cp r r r r r r r r r r r CD a D 0 DN C c C C C C C C C ,Z'�j ,t'�j ,Z'�j C Z Z Z _ -I -i � -4 -1 m m m Cn Cn Cn A � W W W W N N N Z 3 cn D C7 0o D C7 Oo D n W D S D C n W D n 0o D n W D o 0 3 CD N H 7 cn u, cn v, cn cn cn (n cn m v, cn cn (r cn cn m cn cn m cn cr,m r w w W w w W W w w w w w w W W W w w w w w W m C d 00 cn m cn m (n m cn m cn m cn m cn m cn m cn m cn m cn m (n m cs, m cn m cn m u, m cn m w m cn m cn m cn m cncin y, M C) 2) (o 0 r W c7l mm m m m m m m m m W W W W W W W w W W 3 c w w w w w w w w w w w °D 00 m m m m m (D (D c9 =r0 A W W W _' W '""' W W _' W W W W w N N N N N N N W W W 3 d .Q A N N N N N N N N N N N v v v w V w w J 00 7 m0 OD � (b W m m m W m m w 7 M v cr to m _ _ N N N N N N N N N N a, G) 'p O O O O N N Cr A Cn .? 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Ow t7 S= 2 O = wO C9 m of Q� Df Tf tY 0� w 'S fY tY r- rn Ol N k6 C1 O M City of Wheat Ridge Commercial Miscellaneous PERMIT - 201902634 PERMIT NO: 201902634 ISSUED: 04/24/2020 JOB ADDRESS: 4040 Clear Creek Dr EXPIRES: 04/24/2021 JOB DESCRIPTION: Clear Creek Crossing - Temporary construction trailer with generator - 720 sq ft total *** CONTACTS *** OWNER (303)757-0414 EVERGREEN CLEAR CREEK CROSSING GC (303)757-0401 Ron Wolford 180393 Nexus Builders LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,300.00 FEES Total Valuation 0.00 Plan Review Fee 60.68 Use Tax 48.30 Permit Fee 93.35 ** TOTAL ** 202.33 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and 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 change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance. anting ofshall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable c d a ordina or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �W heat Image MUNrry DEVELOPMENT Building & Inspection Services 7500 W. 29i1 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # q0 ' �I Plan Review Fee: t �(q' 6 Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4240 C1 -15h,2, CQTEL 7JGi ti VE Property Owner (please prin`t):1V_)-)Q��o..l (' LQ k ��1Nt Phone: L0 )I 041 Property Owner Email: N X11 lcs'T2orn �_104GR-'6,Cojn Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: I 3 Sov'ip T'S" i crr' S -T • 'S -Ile 12co City, State, Zip: 'b0Z_yZ_ erchitectlEngineer• K4 JJ'L-eVt Architect/Engineer E-mail: Kkae-L S '' K125 V\Le-'r. cof'%Phone: �0 Contractor Name: KGyy<' D -C -- City of Wheat Ridge License #: 1 0 0 3O[ 3 Phone:S30'3� Contractor E-mail Address: psC�oL� 2�C�QF • co'r^ For Plan Review Questions & Comments (please print): CONTACT NAME (please print): —Phone:�r> ti - to 2_c�' CONTACT EMAIL(p/ease print): SCI; ol-"fC�fLE •CDm Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. [—]COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. (Z' x (� U' 7���� Co►�s�2 vGz�o fJ ��1�� ���� 'j'oc�-r��� Sq. FULF 12A BTUs Gallons Amps 25 Squares For Solar: KIN # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) Yr O'*k'NER/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) a (A THORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: G Printed Name: 5 U DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING D'RNENT C ME T Reviewer: 3 PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: Randy Slusser From: Scott Cutler Sent: Thursday, March 26, 2020 8:37 AM To: Randy Slusser Cc: Kimberly Cook Subject: Outlook Construction Trailer - Permit 201902634 Hi Randy, I've gotten confirmation from Evergreen that SCL will allow them to have their construction trailer on their property. They are working to expand the construction easement and it has been a long process to get to this point. I went ahead and approved the permit in ADG. Since it's just a construction trailer I won't need to stamp. Thanks, Scott Cutler, AICP Planner II Community Development Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2849 www.ci.wheatridge.co.us City of Wh6a 0' c CommuN1Ty DEVELOPMENT CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Scott Cutler From: Scott Cutler Sent: Wednesday, December 18, 2019 10:17 AM To: 'Dan Scholtz' Cc: Mark Van Nattan; Randy Slusser; Kimberly Cook Subject: RE: Outlook Clear Creek Crossing Attachments: Untitled Extract Pages.pdf Hi Dan — I'm looking at the permit for the construction trailer right now, and it appears most of the trailer and the entire generator is not on your property, but rather on SCL's adjacent parcel to the south. You have two options: 1) the trailer and generator need to be entirely on the multifamily property, or 2) obtain written permission from SCL allowing the trailer and generator to be in its proposed location, provided by email to the City. The attached diagram shows the location of the construction staging area. Can the trailer be moved to the staging area as shown on the plan, or occupy some of the nearby parking? For the building permits, we cannot issue them until Engineering receives and approve the plat amendments, which contain updated easement information. Jordan Jefferies in Engineering reached out last week to Robert, Christine, and Norris Design regarding this information but we have not received those sheets or any update from that team. They have been aware of this requirement for some time. Thanks, Scott Cutler, AICP Planner II Community Development Department Office Phone: 303-235-2849 Y City of -'.-:�9rnrmp L13I From: Dan Scholtz <dscholtz@evgre.com> Sent: Tuesday, December 17, 2019 3:25 PM To: Kimberly Cook <kcook@ci.wheatridge.co.us> Cc: Mark Van Nattan<mvannattan@ci.wheatridge.co.us>; Scott Cutler <scutler@ci.wheatridge.co.us>; Zareen Tasneem <ztasneem@ci.wheatridge.co.us>; Dina Kemp <dkemp@ci.wheatridge.co.us>; Randy Slusser <rslusser@ci.wheatridge.co.us> Subject: RE: Outlook Clear Creek Crossing Got thanks, also the power to the trailer is fed from a generator which I will also not on the site plan. Thanks. Dan Scholtz I Evergreen ( General Superintendent 1873 S. 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(1,059 kg) Wet Weight 2,974 lbs. (1,349 kg) Max. Lifting Point Capacity 5,150 lbs. (2,335 kg) ' Weights do not include options DCA45SS14F and TRLR45 Weights* Dry Weight (with TRLR45) 3,391 lbs. (1,538 kg) Wet Weight (with TRLR45) 4,030 lbs. (1,828 kg) Generator can be placed on MQ Trailer 0110141111111111 Models TRLR45 and TRLR75XF2. Features and Specification7are CnY d subject to change without noti (800 rVtA( T2019 MULTIQUIP INC. DCA45.5JU4F Rev. 46 (10/10/19) ding ®► AA MULTIQUIP MULTIQUIP 6141 Katella Avenue Suite 200 Cypress, CA 90630 310-537-3700 E-MAIL: mq@multiquip.com WEBSITE: www.multiquip.com �+ DCA45SSIU4F POWER Generator Our soundproof housing allows substantially lower operating noise levels than competitive designs. WhisperWatts are at home on construction sites, in residential neighborhoods, and at hospitals — just about anywhere. 9Q —Subway / truck traffic Average city traffic 7p — Inside car at 60 mph 60 —Air conditioner at 20 feet 50 — Normal conversation GENERATOR OUTPUT PANEL CIRCUIT BREAKERS FOR GFCI RECEPTACLES GFCI RECE 120V, 20 AMP CIRCUIT BREAKERS FOR CS -6369 TWIST LOCK RECEPTACLES ST -LOCK RECEPTACLES (3) 240Y/139, 50AMPS OPTIONAL GENERATOR FEATURES ■ PowerBalanceTM — designed to assist generators when operating under low temperature and/or low load conditions to insure peak performance. ■ Battery Charger — provides fully automatic and self- adjusting charging to the generator's battery system. ■ Jacket Water Heater — for easy starting in cold weather climates. ■ Low Coolant Level Shutdown — provides protection from critically low coolant levels. Includes control panel warning light. ■ Trailer Mounted Package — meets National Highway Traffic Safety Administration (NHTSA) regulations. Trailer is equipped with electronic or surge brakes with double or triple axle configuration. OPTIONAL CONTROL FEATURES ■ Emergency Stop Switch —when manually activated shuts down generator in the event of an emergency. ■ Audible Alarm — alerts operator of abnormal conditions. OPTIONAL FUEL CELL FEATURES ■ Sub -base Fuel Cells (double wall) — additional fuel cell for extended runtime operation. Contains a leak sensor, low fuel level switch, and a secondary containment tank. UL142 listed. ■ 12 hours of minimum run time. ■ 24 hours of minimum run time. OPTIONAL OUTPUT CONNECTIONS ■ Cam -Lok Connectors — provides quick disconnect alternative to bolt -on connectors. ■ Pin and Sleeve Connectors — provides industry standard connectors for all voltage requirements. ■ Output Cable — available in any custom length and size configuration. DCA45SSIU4F — MO POWER GENERATOR — REV. #6 (10/10/19) DCA45SSIU4F noWER Generator SPECIFICATIONS Generator. 2.01 hp (1.5 kW) Design Revolving field, self -ventilated Drip -proof, single bearing Armature Connection Star with Neutral Zig Za Phase 3 Single Standby Output 40 KW (50 KVA) 28.8 KW Prime Output 36 KW (45 KVA) 26 KW 30 Voltage (L -UL -N) Voltage Selector Switch at 30 240/139 208Y/120, 220Y/127, N/A 240Y/139 30 Voltage (L -UL -N) Voltage Selector Switch at 30 480/277 416Y/240, 440Y/254, N/A 480Y/277 10 Voltage (L -UL -N) (Voltage Selector Switch at 10 240/120) N/A 240/120 Power Factor 0.8 1.0 Voltage Regulation (No load to full load) f0.5% Generator RPM 1800 Frequency 60 Hz Winding Pitch 2/3 No. of Poles 4 Excitation Brushless with AVR Frequency Regulation: No Load to Full Load Isochronous under varying loads from no load to 100% rated load Frequency Regulation: Steady State 10.25% of mean value for constant loads from no load to full load. Insulation Class H Sound Level dB(A) Full load at 23 feet 66 Engine Specifications 2.01 hp (1.5 kW) Make / Model Isuzu / 4LE2X Emissions EPA Tier 4 Final Certified StartingSystem Electric Design 4 -cycle, water cooled, direct injection, turbocharged, charge air cooled and EGR Displacement 133.0 in' (2179 cc) No. cylinders 4 Bore x Stroke (mm) 85 x 96 Gross Engine Power Output 65.7 h 49 kW) BMEP 217 psi (1499 kPa Piston Speed 1133.9 ft./min. (5.76 m/s) Compression Ratio 17.6:1 Engine Speed 1800 rpm Overspeed Limit 2070 rpm Oil Capacity 3.2 gallons (12.2 liters) Battery I 12V 72Ah x 1 Fuel System 2.01 hp (1.5 kW) Recommended Fuel ASTM-D975-No.1 & No.2-D* Maximum Fuel Flow (per hour) 3.4 gallons (13 liters) Maximum Inlet Restriction H) 11 in. (280 mm) Fuel Tank Capacity 79.2 gallons (300 liters) Fuel Consumption gph I h At full load 2.93 11.1 At 3/4 load 2.20 8.31 At 1/2 load 1.60 6.04 At 1/4 load 1.04 3.92 ' Use Ultra-low sulfw diesel fuel Cooling Fan Load 2.01 hp (1.5 kW) Coolant Capacity (with radiator) 4.44 gallons (16.8 liters) Coolant Flow Rate (per minute) 16.9 gallons (64.2 liters) Heat Rejection to Coolant (per minute) 1934 Btu (2.04 MJ) Maximum Coolant Friction Head 14.5 psi (100 kPa) Maximum Coolant Static Head 3.35 feet (1.04 meters) Ambient Temperature Rating 104°F (40°C) Combustion Air 174 cfm (4.94 m3/min) Maximum Air Cleaner Restriction 25 in. H20 (6.23 kPa) Alternator Cooling Air 526 cfm (14.9 m3/min) Radiator Cooling Air 1900 cfm (53.8 m3/min Minimum Air Opening to Room 3.5 ft2 (0.33 m2) Minimum Discharge Opening 2.27 ft2 (0.21 m2) Exhaust System Gas Flow (full load) 237 cfm (6.7 m3/min) Gas Temperature 1078°F(581°C) Maximum Back Pressure 38.1 in. H 0 (9.5 kPa) Amperage Rated Voltage Maximum Amps 10120 Volt 100 Ams (4 wire),108A x 2 (Zigzag) 10 240 Volt 50 Amps (4 wire),108A (Zigzag 30 240 Volt 108 Amps 30 480 Volt 54 Amps Main Line Circuit Breaker Rating 125 Amps Over Current Relay Trip Set Point 480V Mode Only 54 Amps WARRANTY* Isuzu Engine** 12 months from date of purchase with unlimited hours or 36 months from date of purchase with 3,000 hours (whichever comes first). Generator 24 months from date of purchase or2,000 hours (whichever occurs first). Trailer 12 months excluding normal wear items. *Refer to the express written, one-year limited warranty sheet for additional information. **Refer to Isuzu Diesel Engine Limited Warranty for details. 7iinicnstiallation heet is subject to change and is not intended for design. DCA45SSIU4F- MQ POWER GENERATOR - REV. #6 (10/10/19) rj` DCA45SSIU4F PoWER Generator WhisperWattTM Prime Rating — 36 kW (45 kVA) Standby Rating — 40 kW (50 kVA) Three -Phase, 60 Hertz, 0.8 PF STANDARD FEATURES ■ Heavy duty, 4 -cycle, direct injection, heated crankcase vent, turbocharged, charge air cooled, diesel engine provides maximum reliability. ■ EPA emissions certified —Tier 4 Final emissions compliant. ■ Microprocessor engine control system maintains frequency to ±0.25%. ■ Full load acceptance of standby nameplate rating in a single step. ■ Fuel/water separator removes condensation from fuel for extended engine life. Panel -mounted alarm light included. ■ Sound attenuated, weather resistant, steel housing provides operation at 66 dB(A) at 23 feet. Fully lockable enclosure allows safe unattended operation. ■ E -coat and powder coat paint provide durability and weather protection. ■ Internal fuel tank with direct reading fuel gauge. ■ Spill containment— Bunded design protects environment by capturing up to 119% of engine fluids. ■ Brushless alternator reduces service and maintenance requirements and meets temperature rise standards for Class H insulation systems. • Open delta alternator design provides virtually unlimited excitation for maximum motor starting capability. • Automatic voltage regulator (AVR) provides precise regulation. !7 ■ Fully covered power panel. Three-phase terminals and single phase receptacles allow fast and convenient hookup for most applications including temporary power boxes, tools and lighting equipment. The GFCI receptacles are NEMA 5-20, and the auxiliary outputs use CS6369 twist -lock receptacles. ■ ECU754 microprocessor -based digital generator controller. • Remote 2 -wire start/stop control. • Operational temperature range of -400 to 85° C. ■ Digital engine gauges including oil pressure, water temperature, battery volts, engine speed and fuel level. ■ Analog generator instrumentation including AC ammeter, AC voltmeter, frequency meter, ammeter phase selector switch, voltmeter phase selector switch, and voltage regulator adjustment potentiometer. ■ Automatic safety shutdown system monitors the water temperature, low coolant, engine oil pressure, overspeed, and overcrank. Warning lights indicate abnormal conditions. DCA45SSIU4F — MQ POWER GENERATOR — REV. #6 (10/10/19) �I 45 l� I MQ POWER IIIC� ■ Heavy duty, 4 -cycle, direct injection, heated crankcase vent, turbocharged, charge air cooled, diesel engine provides maximum reliability. ■ EPA emissions certified —Tier 4 Final emissions compliant. ■ Microprocessor engine control system maintains frequency to ±0.25%. ■ Full load acceptance of standby nameplate rating in a single step. ■ Fuel/water separator removes condensation from fuel for extended engine life. Panel -mounted alarm light included. ■ Sound attenuated, weather resistant, steel housing provides operation at 66 dB(A) at 23 feet. Fully lockable enclosure allows safe unattended operation. ■ E -coat and powder coat paint provide durability and weather protection. ■ Internal fuel tank with direct reading fuel gauge. ■ Spill containment— Bunded design protects environment by capturing up to 119% of engine fluids. ■ Brushless alternator reduces service and maintenance requirements and meets temperature rise standards for Class H insulation systems. • Open delta alternator design provides virtually unlimited excitation for maximum motor starting capability. • Automatic voltage regulator (AVR) provides precise regulation. !7 ■ Fully covered power panel. Three-phase terminals and single phase receptacles allow fast and convenient hookup for most applications including temporary power boxes, tools and lighting equipment. The GFCI receptacles are NEMA 5-20, and the auxiliary outputs use CS6369 twist -lock receptacles. ■ ECU754 microprocessor -based digital generator controller. • Remote 2 -wire start/stop control. • Operational temperature range of -400 to 85° C. ■ Digital engine gauges including oil pressure, water temperature, battery volts, engine speed and fuel level. ■ Analog generator instrumentation including AC ammeter, AC voltmeter, frequency meter, ammeter phase selector switch, voltmeter phase selector switch, and voltage regulator adjustment potentiometer. ■ Automatic safety shutdown system monitors the water temperature, low coolant, engine oil pressure, overspeed, and overcrank. Warning lights indicate abnormal conditions. 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BY PROPERTY OTHERS FOR DETAILS) w BOUNDARY I 26' EX 5' I UTILITY ESMT - - (TO BE VACATED) PR RETAINING.,.,) - _ - _ WALL TYP 9 E% 10' ( ) 20' BUILD EX -TO / - L I UTIL ESMT _ _._ 10 �� G G�Opv 3 / (TO BE VACATED) UTIL ESMT - / F, O �j\ GtL� G ONO•----�.. .. .:.(TO BE VACATED) R ; ANSFORMER I I ( tAl • / S�Oa S\� 1 ( Binc R — i i I MATCHLINE - SEE THIS SHEET PR TRASH ` ® - i0(� / , 11 PR FH �..•. 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ENCLOSURE PEDESTRIAN ACCESS II i0 PA -1 I / \ ESMT._-- � '� e \ PR FH;�: \ MH (TYP): O -;Y•%1 }`. •� PR 26' I I � �� � " ESMT (TYP) oma• `r .. / / � /i i ���/ 8DG- 4 PR CURB RAMP (TYP) % : /` ;( •FR FH ,Vy . \ PR FH ® PR 60' TEMP SLOPE ESMT E% ACCESS/TRAILHEAD ESMT \ ®/ . ' 'R' Q� [' '�+ / ' I I I SEE NOTE 7 WIDTH VARIES• - gbC�9. / �\ PR (TRASH I . 1F 9Cp / • ,h <° c \ PR STM PR FH ENCLOSURE I EX ACCESS/TRAILHEAD ESMT • / / QQ"L'M a _ ,'PR FH \ VARIES ��i :y /// `dt• BARRICTEMPORARY .;• \ / / 2p ® ADE (SEE /(7yPERTYA LANDSCAPE/PR STM' \ BOUNDARY / / i - , Q 5 PLANS BY MH STM �o O1HER5 \•:. �. ��•E% SIGN . \ / Q-` DETAILS) !�•' 1 I I � 1 INTERIM CURB k GUTTER. s 2 I I-`•'��DIv \\ , . �\' \•CR ".' ; 1, , TO BE REMOVED AT „ : ,� Q : •„ CONSTRUCTION OF FUTURE PR Tit H _ .- I �`NI►Zw"• 2 NOTES: ACCESS CONNECDON. ✓ + r I BY OhIERS i -FN0.O _ I - L - - - _ _ 1. ALL DETACHED SIDEWALKS ARE 5' UNLESS OTHERWISE \ I EVERGREEN CLEAR CREEK \ \ ® - ( ) ` _ _ - - - I- - - - - - DIMENSIONED. •, _ I 2. ALL ATTACHED SIDEWALKS ARE 7' UNLESS OTHERWISE CROSSING LLC \ \ �� —(� DIMENSIONED. CLEAR CREEK CROSSING \'. \ \\ \ �� i �1'�OE 0"� _ _�_ k - _ ��NS' 3. ALL HEAD -IN PARKING SPACES ARE 8.5 X 18' UNLESS SUBDIVISION FLUNG N0. 3 \ e �1(� �' P0°E / o ' F��Pevozl , — �- O HERNISE DIMENS OWED. 80 }� 4, ALL HANDICAP VAN PARKING SPACES ARE 11' % 20' UNLESS S �• - q� / �, �! 1 EMERGENCYACCESS ESMT �Q`` OTHERWISE DIMENSIONED. �+ \\ �/� C r. +• TY OF y I 1 1 SEE NOTE 7 5. ALL PARALLEL PARKING SPACES ARE 8' X 22' UNLESS oa 9 '� EVERGREEN CLEAR CREEK I OTHERWISE DIMESNIONED. g \s/0� PR FENCE. ' r ' CROSSING LLC I PR 28' 6 WHEAT RIDGE NTABLE OUAND WEST RB LMEHTRO FIRALL BE E DEPARTMENT. EPARTMENT, PPROVED BY a E SHEET \� ` (TYP) f CLEAR CREEK CROSSING TEMP EMERGENCY C-44 FOR TYPICAL CURB DETAIL \ i '� ACCESS DRIVE 7. EASEMENTS TO BE DED711111111l DOCUMENT WITH SUBDIVISION FlUNG N0. 39 .\ y PROPERTYOWNER OF PA-1.BOLI GARY/ / `ib UTIL ESMr a rsessees ®a rise G •` (TO E VACATED)/ Rim MATCHLINE - SEE THIS SHEET gn ISSUE DATE: 03-29.2019 IPROJECTLIk 170316 3 'Y JuKnowwhafsbelow. HARRIS DATE REVISION COMMENTS`SHEET NOo � 50 0 50 100 Call before you dig. KOCHER OUTLOOK CLEAR CREEK Ob,L20,8 PEkGRYO1ERZT_RpGEGGW�Naa scALE:, =60' SMI1Hevergreen OVERALL SITE PLAN 040, 6UROWGPEFAi$ELNCPC_9 1120 LinLOln S6eeL Suite 1000 04242018 PO2 GTY OE WHEAT NUGECOIB.&Nr3 y •� �J Denver• Colorado 80203 Q Q- 8 " CALL 3 BUSINESS DAYSNN ADVANCE BEFORE YOU DIG, GRADE, P: 303.623.6300 F: 303.623.6311 aLL�OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER DESIGNED BY: BMW HamisKocherSmith—m Development I Services I Investments O� �o UTILITIES. CHECKEDBY: MSM V m DRAWN BY: BMW 9 OF 56 3 City of Wheat Ridge Commercial Miscellaneous PERMIT - 201902634 [IT NO: 201902634 ADDRESS: 4040 Clear Creek Dr DESCRIPTION: Clear Creek Crossing sq ft total ISSUED: 04/24/2020 EXPIRES: 04/24/2021 - Temporary construction trailer with generator - 7 *** CONTACTS *** OWNER (303)757-0414 EVERGREEN CLEAR CREEK CROSSING GC (303)757-0403_ Ron Wolford 180393 Nexus Builders LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned USE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,300.00 FEES Total Valuation 0.00 Plan Review Fee 60.68 Use Tax 48.30 Permit Fee 93.35 ** TOTAL ** 202.33 , I *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 ranting of a n it shall not be construed to be a permit for, or an approval of, an violation of any provision of anv applicable c d' r ani ordinarily or regulation of this jurisdiction. Approval of work is subject to f any inspection. 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LS; - N —99 O w 00 N w OD N .SII O w 00 N w OD N - ARM 00 / §D=Ko ■ ) § {2§ m z m ! u% ) �§ k ; 7 K # / ��-.. nK ® 3- B \ § - .. .� � 2 : / - - � \ a g Q D 1 m w r _ r °3 m �" to 0 L i/N O �9 `c DA NN � vX 3 cN ao �� o � o r' �� r m� � m z v I�w �; V DCA45SSIU4F ►oiw r Generator WhisperWattTM Prime Rating — 36 kW (45 kVA) Standby Rating — 40 kW (50 kVA) Three -Phase, 60 Hertz, 0.8 PF STANDARD FEATURES �7fqDd(v3 * Heavy duty, 4 -cycle, direct injection, heated crankcase vent, turbocharged, charge air cooled, diesel engine provides maximum reliability. * EPA emissions certified —Tier 4 Final emissions compliant. * Microprocessor engine control system maintains frequency to ±0.25%. * Full load acceptance of standby nameplate rating in a single step. r Fuel/water separator removes condensation from fuel for extended engine life. Panel -mounted alarm light included. * Sound attenuated, weather resistant, steel housing provides operation at 66 dB(A) at 23 feet. Fully lockable enclosure allows safe unattended operation. ■ E -coat and powder coat paint provide durability and weather protection. ■ Internal fuel tank with direct reading fuel gauge. ■ Spill containment— Bunded design protects environment by capturing up to 119% of engine fluids. ■ Brushless alternator reduces service and maintenance requirements and meets temperature rise standards for Class H insulation systems. • Open delta alternator design provides virtually unlimited excitation for maximum motor starting capability. Automatic voltage regulator (AVR) provides precise regulation. �9 ■ Fully covered power panel. Three-phase terminals and single phase receptacles allow fast and convenient hookup for most applications including temporary power boxes, tools and lighting equipment. The GFCI receptacles are NEMA 5-20, and the auxiliary outputs use CS6369 twist -lock receptacles. • ECU754 microprocessor -based digital generator controller. • Remote 2 -wire start/stop control. • Operational temperature range of -400 to 85° C. 9! Digital engine gauges including oil pressure, water temperature, battery volts, engine speed and fuel level. ILI Analog generator instrumentation including AC ammeter, AC voltmeter, frequency meter, ammeter phase selector switch, voltmeter phase selector switch, and voltage regulator adjustment potentiometer. ■ Automatic safety shutdown system monitors the water temperature, low coolant, engine oil pressure, overspeed, and overcrank. Warning lights indicate abnormal conditions. DCA45SSIU4F — MQ POWER GENERATOR — REV. #6 (10/10/19) ,, r, 7 aCA45SS1u4F PMER. Generator SPECIFICATIONS Generator. Design Revolving field, self -ventilated Drip -proof, single bearing Armature Connection Star with Neutral Zig Za Phase 3 Single Standby Output 40 KW 50 KVA 28.8 KW Prime Output 36 KW 45 KVA) 26 KW 30 Voltage (L -UL -NA Voltage Selector Switch at 3ID 240/139 20BY/120, 220Y/127, N/A 240Y1139 30 Voltage (L -UL -N) Voltage Selector Switch at 30 4801277 416Y/240, 440Y/254, N/A 480Y/277 10 Volfage (L -UL -NA (Voltage Selector Switch at l240/120) N/A 240/120 Power Factor 0.8 1.0 Voltage Regulation No load to full load ±0.5% Generator RPM 1800 Frequency 60 Hz Windinv Pitch 2/3 No. of Poles 4 Excitation Brushless with AVR Frequency Regulation: No Load to Full Load Isochronous under varying loads from no load to 100% rated load Frequency Regulation: Steady State ±0.25% of mean value for constant loads from no load to full load. Insulation Class H Sound Level dB(A) Full load at 23 feet 66 Engine Specifications ASTM-D975-No.1 & No.2-D* / Model Isuzu / 4LE2X Emissions EPA Tier 4 Final Certified Starting System Electric Design 4 -cycle, water cooled, direct injection, turbocharged, charge air cooled and EGR Displacement 133.0 in' (2179 cc No. cylinders 4 Bore x Stroke mm 85 x 96 Gross Engine Power Output 65.7 h (49 kw BMEP 217 psi (1499 kPa) Piston Speed 1133.9 Urriin. 5.76 m/s) Compression Ratio 17.6:1 Engine Speed 1800 rpm Overspeed Limit 2070 r m Oil Capacily 3.2 gallons (12.2 liters) BatterX 12V 72Ah x 1 Fuel System Recommended Fuel ASTM-D975-No.1 & No.2-D* Maximum Fuel Flow(per hour) 3.4 gallons 13 liters) Maximum Inlet Restriction (H 11 in. 280 mm Fuel Tank Capacity 79.2 gallons 3D0 liters Fuel Consumption gph Iph At full load 2.93 11.1 At 3/4 load 2.20 8.31 At 1/2 load 1.60 6.04 At 114 load 1.04 3.92 Use intra -low sunur diesel fuel 54 Amps Cooling Fan Load 2.01 h (1.5 kW Coolant Capacity with radiator) 4.44 gallons 16.8 liters Coolant Flow Rate (per minute) 16.9 gallons 64.2 liters) Heat Rejection to Coolant (per minute) 1934 Btu (2.04 MJ) Maximum Coolant Friction Head 14.5 psi (100 kPa) Maximum Coolant Static Head 3.35 feet (1.04 meters Ambient Temperature Rating 104°F (40°C Combustion Air 174 cfm 4.94 m3/min Maximum Air Cleaner Restriction 25 in. H,0 6.23 kPa Alternator Cooling Air 526 cfm (14.9 m3/min Radiator Cooling Air 1900 cfm (53.8 m3/min) Minimum Air Opening to Room 3.5 ft' (0.33 m2) Minimum Dischar e Opening2.27 ft' 0.21 m2) Exhaust System Gas Flow full load 237 cfm 6.7 m3/min Gas Temperature 1078°F (581 °C Maximum Back Pressure 38.1 in. H20 (9.5 kPa) Amperage Rated Voltage Maximum Amps 10120 Volt 100 Ams 4 wire ,108A x 2 (Zigzag) 10 240 Volt 50 Ams (4 wire),108A (Zigzag 30 240 Volt 108 Am s 30 480 Volt 54 Amps Main Line Circuit Breaker Ratin 125 Amps Over Current Relay Trip Set Point 480V Mode Only 54 Amps WARRANTY* Isuzu Engine** 12 months from date of purchase with unlimited hours or 36 months from date of purchase with 3,000 hours (whichever comes first). Generator 24 months from date of purchase or2,000 hours (whichever occurs first). Trailer 12 months excluding normal wear items. *Refer 10 the express written, one-year limited warranty sheet for additional information. '*Refer to Isuzu Diesel Engine Limited Warranty for details. Specifications sheet is subject to change and is not intended for use in installation design. DCA45SSIU4F- MQ POWER GENERATOR - REV. #6 (10/10119) rj M,% DCA45SSIU4F Parvm. Generator Our soundproof housing allows substantially lower operating noise levels than competitive designs. WhisperWatts are at home on construction sites, in residential neighborhoods, and at hospitals — just about anywhere. 9 Subway / truck traffic $Q —Average city traffic 70 — Inside car at 60 mph 80 —Air conditioner at 20 feet —Normal conversation GENERATOR OUTPUT PANEL CIRCUIT BREAKERS FOR GFCI CIRCUIT BREAKERS FOR CS -6369 TWIST ACLES GFCI RECEPTACLES (2) 120V, 20 AMP CS -6369 TWIST -LOCK RECEPTACLES (3) 240Y1139, 50 AM PS OPTIONAL GENERATOR FEATURES R PowerBalance m — designed to assist generators when operating under low temperature and/or low load conditions to insure peak performance. ■ Battery Charger — provides fully automatic and self- adjusting charging to the generator's battery system. ■ Jacket Water Heater — for easy starting in cold weather climates. Ik Low Coolant Level Shutdown — provides protection from critically low coolant levels. Includes control panel warning light. F Trailer Mounted Package — meets National Highway Traffic Safety Administration (NHTSA) regulations. Trailer is equipped with electronic or surge brakes with double or triple axle configuration. OPTIONAL CONTROL FEATURES r- Emergency Stop Switch —when manually activated shuts down generator in the event of an emergency. e, Audible Alarm — alerts operator of abnormal conditions. OPTIONAL FUEL CELL FEATURES a. Sub -base Fuel Cells (double wall) — additional fuel cell for extended runtime operation. Contains a leak sensor, low fuel level switch, and a secondary containment tank. UL142 listed. ■ 12 hours of minimum run time. ■ 24 hours of minimum run time. OPTIONAL OUTPUT CONNECTIONS ■ Cam -Lok Connectors — provides quick disconnect alternative to bolt -on connectors. ra, Pin and Sleeve Connectors — provides industry standard connectors for all voltage requirements. ■ Output Cable — available in any custom length and size configuration. DCA45SSIU4F — MQ POWER GENERATOR — REV. #6 (10/10/19) � aye a - r16:21aCA45SS1U4F IVWER Generator SKID -MOUNT DIMENSIONS 61.02 in (1549.91 mm) (950 mm) 29.13 in (740 mm) ° 19.69 in 11.81 in (500 mm) 300 mm) 19.69 in 19.69 in 500 mm)(500 mm) 12,88 in 49,61 in (330 mm� (1260 mm) _ 83.86 in (2130 mm) TRAILER -MOUNT DIMENSIONS f Shown with optional 11.42 in TRLR45H, (290.1 mm) PowerBalanceTM T aStabilizer Jacks, 79.34 in 90.75 in (2015.24 mm) ® ® (2305.05 mm) Tool Box, and Spare Tire - 65.25 in 147.34 in (1657.35 mm) (3742.44 mm) DCA45SS14F Weights* Dry Weight 2,335 lbs. (1,059 k Wet Weight 2,974 lbs. (1,349 k Max. Liftin,; Point Capacity 5,150 lbs. 2,335 k * Weights do not include options DCA45SS14F and TRLR45 - • Dry Weight (with TRLR45) 3,391 lbs. 1,538 k Wet Weight (with TRLR45) 4,030 lbs. 1,828 k Generator can be placed on MQ Trailer Models TRLR45 and TRLR75XF2. MULTIQUIP Features and Specifications areAV 6141 Katella Avenue Suite 200 subject to change without notice. Cypress, CA 90630 310.537-3700 © COPYRIGHT 2019 MULTIQUIP INC. E-MAIL: mq@multiquip.com DCA45SSIU4F Rev. #6 (10/10/19) MULTIQUIP WEBSITE: www.multiquip.com EX 10' UTIL ESMT ! '� �� FUTURE ION ((TO BE VACATED) _ -�CONNECTI TOPA_, , 7PEANENT ON SITE PLANS 0' RMI �-J CON SEEUEX RIPRAP N0IE 7 SM I \ I r `BE REMOVED) 0 I I I UST BE ON SITE FOR INSPEC' I/ TEMPORARY ! _ BARRICADE (SEE LANDSCAPE T I PLANS BY P e are I I OTHERS FOR - PROPERTY_ I DETAILS) ectior BOUNDARY i l I - I Ins I 126' EX 5' I UTILITY ESMT _ I TO BE VACATED) PR RETAINING -Ex 10' - WALL (TYP) URL ESMT -20• BUILD -TO _-_ Ex 1" �SS� .'S / (TO BE VACATED) UTIL ESMT {-- I— — — — — ' f — <' F`����tL�FF\v�/....(T II — I i it 0 BE VACATED)., PR TRANSFORMER - .. 11.21' ) III A H I MATCHLINE - SEE THIS SHEET / - E TR -- ------ �� ----- ' o o bkAFAFA o o ENCLOSS EWy W. �,'P PH I e m.�� d III �3 n PR FH PROPERTY / ••'... 1 PR FH— +— �I I I I N O I I _BOUNDARY a � 1 � I I I I I U v vl Z I I I 'Cl I PR 30' _ 6 {3• � rl. � 1 I 5' r l I BOUNDARY ¢ � XZO Uj Z I I I WAT ESMT 1 I U Y 2 1 80' ®/ �! o • ��. • --- - _ I''•' • __ PR JO' Zw Z I 1 EMERGENCY ACCESS ESMT _WAT ESMT (Tr) W O V 1 I I t s, ® LLIUJU I cr \ 1,� / -- J i::, (T�) cr U a S PR 28' ------- - _ I � \ / / ® ��.- - - - - - - - - - -------------- ------------� I I TEMP EMERGENCY I g J / PR FH m I IJ` _ ( ACCESS DRIVE e N \\ `i. _ {• / PR• DRAINAGE ESMT- 25 VARIES (TYP) } .. I w U w I w l i a .. I C ESMT '� � •T.i ACE 5 PR FH .7 PR TRASH ':I'."i+y�.y.: 1'1�y,•,:' _____ 1 --- _.- �'7 PR ENCLOSURE 4 / \\ 1 [VIVIVivi I f \ `�PR20":?+•.' ��o \ '.I�® ® ! /RIGHT-IN,ACCESST-WT BLDG -R I ! / RAISED MEDIAN WITH SAN ESMT (TYP) ®\ - I FUTURE / MOUNTABLE CURB. - \/ r '•Q QI PEDESTRIAN SEE NOTE 6. ' '\ j.:•.' PR TRASH a '24.1T CONNECTION! r..\ PEDESTRIAN ESMTACCESS I , \\ � MH iPk \. \\ / \� ESMT (TV) �PR CURB C RAMP (TYP) % + `jPR FH b \ - PR FH PR 60' \ \ PR PH �\ ` r, / K+ 5„�'"" j � IEM'FEE NOTE 7MT \ EX ACCESS/TRAILHEAD ESMT \ 1NOTH VARIES • \. ;T S� / .' �\ PR TRASH I . H PR STM PR FH ENCLOSURE I -INLET (TYP)- I I \ EX ACCESS MLHEAD ESMT / / QR�'ao''N ® .r� •'PR FHl \ I I I \ WIDTH VARIES h• , \ ' Cc BARRICADTEMPORARY E (SEE /j\�' + ® LANDSCAPE iPR SIM • I I r/y�!!�� p . ' \ ` R P\ETY \ BOUNDARY ` OTHERS FOR 1 I w1 - } EX SICHV / �p W ,• ' DETAILS) i' f 1 I I (W"AY'AM1' t�N (�) '` 1 _ INTERN 13 &GUTTER. _j TO BE REMOVED AT CONSTRUCTION OF FUTURE PR TR H -. I I -Topa Lrm�" NOTES: ACCESS CONNECTION., 'ENOL 1. ALL DETACHED SIDEWALKS ARE 5' UNLESS OTHERWISE EVERGREEN CLEAR CREEK \ " ® (BY CTHERS) ! r _ _ - _ _ _ - I_ L _ - - - - - - - - _ CROSSING LLC `y \ \ r I 2. ALL ATTACHED SIDEWALKS ARE 7' UNLESS OTHERWISE ;�'� i ;\� DIMENSIONED. CLEAR CREEK CROSSING \ -'y' y �' / / �R 7 � - - - - - 3. ALL HEAD -IN PARKING SPACES ARE BS X 18' UNLESS ,' �jRE — -J—_ - — SUBDIVISION FILING N0. 3 \ e " POOL = ci1 voTl r �'� mss{ �� OTHERWISE DIMENSIONED. ` ` §'-� / O oL� ` ig� 80' `v�"V�. Wl� 4. ALL HANDICAP VAN PARKING SPACES ARE 11' X 20' UNLESS EMERGENCY ACCESS ESMT OTHERWISE DIMENSIONED. SEE NOTE 7 5. ALL PARALLEL PARKWG SPACES ARE B' X 22' UNLESS EVERGREEN CLEAR CREEK I j I 6. MOUNTABLEEWISDIMES DETAIL SHALL BE APPROVED BY CITY OF PR -FENCE ' / // J CROSSING LLC I PR 28' WHEAT RIDGE AND WEST METRO FIRE DEPARTMENT, SEE SHEET �.' (TYR) CLEAR CREEK CROSSINGTEMP EMERGENCY C-44 FOR TYPICAL CURB DETAIL ACCESS DRIVE \�.!',. • ^ \ / / SUBDIVISION FILING NO. 3 I 7. EASEMENTSPTA BE DEDICATED BY SEPARATE DOCUMENT WITH 1. PROPERTY / P EX 10' Uk ESMT " / / ��� WWI ■ ■ 3r W W ` W ■ W WC (To BE ACA MATCHLINE - SEE THIS SHEET • ISSUE DATE: 03.29-2019 1 PROJECT #: 170316 SHEET NO. KeowwharsbeIOW 50 0 50 100 HARRIS DATE REVISION COMMENTS 2, Calf before you ......KOCH0&164019 PFRQttOFWHFSU-NECOMMEN9 JQ y SCALE r=src SMITH evergreen OUTLOOK CLEAR CREEK 0&44.4019 9UROWGV9A19T9Ef.NFC ";5 ;§ 112Danm,n8Vee4 8020300 w.u4ot9 FQICIIYOFwrEnrAlou•�cdaMe815 kr 'C JG C_9 ��, �o,,,o��, OVERALL SITE PLAN �e` �o,� CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG GRAM P: 303.67!.5700 F 303 623 5311 a5 CR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBE9 CED Y. BMW MK awsm*0— Development I Services I Investments VV3' UTIUTILITIES.wW� 6r anaBMW 9 OF 56 JL City of Wheatl _ge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29'h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax 303-237-8929 Inspection Line: 303-234-5933 Email: permits(3ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 4/19/2020 Add to Permit # 201902575 4040 Clear Creek Drive Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. --- Property Address: Outlook Clear Creek Crossing (SW corner of Interstate 70 and CO -Hwy 58) Property Owner (please print): Evergreen Development Phone: 303.757.0401 Property Owner Email: Jwikstrom@evgre.com Mailing Address: (if different than property address) 1873 S. Bellaire St., Suite 1200 City, State, Zip: Denver, CO 80222 Submitting Company: KEPHART Contact Person: briany@kephart.com Phone: 303.832.4474 (303.506.9331 mobile) Contractor: Nexus Builders, LLC Contractors City License #: 180393 Contractor E-mail Address: rvenlfnrdaPvnre cnm 303-757-0469 Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour -2 hour minimum). Description of revised/amended work: See attached ASI #1 revision narrative Sq. FULF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) < $1,000.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: <CHH(CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: Robert Place ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: +71c � 4/21/2020 PUBLIC WORKS COMMENTS: Reviewer: SIGNATURE: P. P[&C& PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY DATE: 04.01.2020 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Outlook Clear Creek Crossing (KA#215093) ASI #1 Narrative Issue Date: 03.09.2020 Total revised sheets: 43 Total new sheets: 1 End of narrative. Description Revised Sheet(s) 1. Revised elevator shaft dimensions per . A2-1.0, A2-1.1, A2-1.2, A2-1.3, A2-1.4, A2-2.0, elevator manufacturer submittal. A2-2.1, A2-2.2, A2-2.3, A2-2.4, A8-2.1 • S1-1.0, S1-2.0, S2-1.0, S2-1.1, S2-1.2, S2-1.3, S2-2.0, S2-2.1, S2-2.2, S2-2.3 2. Revised Unit B2 kitchen layout to separate . A2-1.0, A2-2.0, A5-2.3 range and dishwasher. . ID 2.7 3. Revised gas meter location at Bldg #2 per . PO -0.0, P1-2.1, P2-2.2 joint trench revisions. 4. Add sheet P1-2.3. . COVER • P1-2.3 5. Revised one -line diagrams. . E4.2, E4.3, E4.4, E4.5, E4.6, E4.7 6. Relocated (3) switch locations in clubhouse . EC.2 leasing offices. 7. Added (2) floor receptacles in clubhouse . EC.4 leasing offices. 8. Relocated clubhouse panels PA and PB. . EC.4 9. Revised elevator lobby flooring per resized . ID1.2A, ID1.2B (Building Type A) elevator shaft. . ID1.2C, ID1.2D (Building Type B) 10. Revised note regarding sole plates to clarify . SO -0.0 that it only applies to four-story buildings. 11. Revised plate bearing capacities for carriage . SO -0.1 and garage buildings. 12. Revised stud pack sizes at garage door . SG1-1.0, SG1-1.1 openings End of narrative. Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory CEILING requirements listed in the Inspection Checklist. Types of Construction - Chapter 6 (1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE Name -Title Signature Date CONSTRUCTION CLASSIFICATION: V -B PER SECTION 602.5 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PER TABLE 601 LX "-- - ---- --- - - SHGC 0.30, [Bldg. Use 1 - Office] (b) V Fire -Resistance -Rated Construction - Chapter 7 ALLOWABLE Accessibility - Chapter 11 Structural frame" COMCHECK CODE ANALYSIS 114 "Wwr\ I V r1114 CVrlC00 OI PI1RYYr11, L_^11 r/`100/'1VCYY/1 I r11YLJ CAI I r./lOUnrlf\VC uv FIRST FLOOR LAW AND THE BUILDING CODE FOR ACCESSIBILITY REQUIREMENTS. 6,350 SF SHGC 0. 30, [Bldg. Use 1 - Office] (b) ALLOWABLE EXTERIOR WALLS REQUIRED PER TABLE 601 0 ACCESSIBLE ROUTE PER SECTION 1104 1 ACCORDANCE WITH SECTION 1011.3. Codes - Clubhouse REQUIRED = 0 HR ) SEE CIVIL DOCUMENTS PREPARED BY HARRIS KOCHER SMITH CIVIL ENGINEERS. Interior' 0.30, [Bldg. Use 1 - Office] (b) 0 n PROVIDED = WA Roof construction CONSTRUCTION DOCUMENTS AND THE REFERENCES HERE IN PRIOR TO STARTING ANY Specs.: Product ID NA, SHGC 0.30, [Bldg. Use 1 - Office] (b) 2012 INTERNATIONAL BUILDING CODE HEIGHT 40'-0" ACCESSIBLE ENTRANCES PER SECTION 1105 1 �3 COM check Software Version 4.1.1.0 2012 INTERNATIONAL MECHANICAL CODE INTERIOR BEARING WALLS REQUIRED PER TABLE 601 0 PUBLIC ENTRANCES: AT LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL BE ACCESSIBLE STORIES 2012 INTERNATIONAL PLUMBING CODE REQUIRED = 0 HR PER SECTION 1105.1 Envelope Compliance Certificate 2012 INTERNATIONAL FIRE CODE 2017 NATIONAL ELECTRICAL CODE PROVIDED = WA OTHER FEATURES AND FACILITIES PER SECTION 1109 8�el 2012 INTERNATIONAL ENERGY CONSERVATION CODE CEILING HEIGHT PER SECTION 1003.2 TOILET AND BATHING FACILITIES: TOLIET ROOMS AND BATHING FACTILITIES SHALL BE SHGC 0.30, [Bldg. Use 1 -Office] (b) 2012 INTERNATIONAL FUEL GAS CODE GENERAL FIRE- RESISTIVE -RATED CONSTRUCTION REQUIREMENTS ACCESSIBLE AT LEAST ONE OF EACH TYPE OF FIXTURE, ELEMENT, CONTROL OR DISPENSER IN Door 5: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. 24 --- --- 0.320 0.770 2009 ICC/ANSI A117.1 EACH ACCESSIBLE TOLIET ROOM AND BATHING FACILITY SHALL BE ACCESSIBLE PER SECTION Project Information CITY OF WHEAT RIDGE AMENDMENTS TO THE INTERNATIONAL BUILDING CODE FIREBLOCKING SHALL BE PROVIDED TO COMPLY WITH SECTION 718.2 1109.2 Floor: Slab -On -Grade: Unheated, [Bldg. Use 1 - Office] (c) 497 --- --- 0.730 0.540 CITY OF WHEAT RIDGE AMENDMENTS TO THE INTERNATIONAL PROPERTY MAINTENANCE CODE CONCEALED SPACES OF STUD WALLS AND PARTITIONS DOCUMENTS. Energy Code: 2012 IECC If = AREA INCREASE FACTOR PER FRONTAGE (SEE CALC BELOW) INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SINKS: WHERE SINKS ARE PROVIDED, AT LEAST 5 PERCENT, BUT NOT LESS THAN ONE Project Title: Outlook Clear Creek Crossing Clubhouse Is = AREA INCREASE FACTOR DUE TO SPRINKLER PROTECTION = 0 CONCEALED SPACES BETWEEN STRINGERS AT THE TOP AND BOTTOM OF STAIR RUN PROVIDED IN ACCESSIBLE SPACES SHALL COMPLY WITH ICC All 17.1 PER SECTION 1109.3 Project Title: Outlook Clear Creek Crossing Clubhouse Report date: 11/18/19 Location: Wheat Ridge, Colorado OPENINGS AT VENTS, PIPES, AND DUCTS Climate Zone: 5b CONCEALED SLEEPER SPACES KITCHENS AND KITCHENETTES: WHERE KITCHENS AND KITCHENETTES ARE PROVIDED IN Project Type: New Construction Proiect Description CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL SPACES OR ROOMS, THEY SHALL BE ACCESSIBLE IN ACCORDANCE WITH ICC All 17.1 PER Vertical Glazing / Wall Area: 22% Ir= [F/P-0.25] W/30 ELEMENTS SECTION 1109.4 THE PROPOSED PROJECT CONSISTS OF A DETACHED, COMMON -USE AMENITY BUILDING. DRAFT STOPS SHALL BE PROVIDED TO COMPLY WITH SECTION 718.4 GUARDS PER SECTION 1013: DRINKING FOUNTAINS: WHERE PROVIDED, NO LESS THAN 2 DRINKING FOUNTAINS SHALL BE Construction Site: Owner/Agent: Designer/Contractor: THE PROJECT ALSO INCLUDES (7) 4 -STORY APARTMENT BUILDINGS AND DETACHED GARAGES SUBMITTED DRAFTSTOPPING SHALL BE INSTALLED IN ATTICS AND CONCEALED ROOF SPACES, SUCH THAT WHERE REQUIRED: PROVIDED, ONE DRINKING FOUNTAIN SHALL COMPLY WITH THE REQUIREMENTS FOR PEOPLE 4040 Clear Creek Dr. WITH SEPARATE CODE SUMMARIES. ANY HORIZONTAL AREA DOES NOT EXCEED 3,000 SQUARE FEET PER 2012 IBC SECTION 718.4.3. WHO USE A WHEELCHAIR AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH THE ' MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW PER SECTION 1013.1. REQUIREMENTS FOR STANDING PERSONS PER SECTION 1109.5.1 Wheat Ridge, CO THE FOLLOWING DRAWINGS PERTAIN TO THE AMENITY BUILDING. HEIGHT: Additional Efficiency Package(s) If = [0.87 - 0.251 • 0.66 NOT LESS THAN 42" AS MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR SEATING AT TABLES, COUNTERS AND WORK SURFACES: WHERE SEATING OR STANDING SPACE Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. If = 0.62 • 0.66 ADJACENT WALKING SURFACE PER SECTION 1013.2. AT A FIXED OR BUILT-IN TABLES, COUNTERS OR WORK SURFACES IS PROVIDED IN ACCESSIBLE Assembly Gross Area Cavity Cont. Proposed Budget U- If = 0.41 SPACES, AT LEAST 5 PERCENT THE MINIMUM REQUIRED NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF THE SPACE or R -Value R -Value U -Factor Factori.) Building Area Floor Area OPENING LIMITATIONS: OF THE SEATING AND STANDING SPACES, BUT NOT LESS THAN ONE, SHALL BE ACCESSIBLE Perimeter A A I A I A. { , [ t '] [ ' "]} Use & Occupancy Classification - Chapter 3 PERM IN ACCORDANCE WITH ASTM E 96 IS INSTALLED ON THE WARM SIDE OF THE ATTIC PER SECTION 1109.10 1 -Office : Nonresidential 5819 SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". FROM A HEIGHT OF 34" TO 42" Fire Protective Systems - Chapter 9 INSULATION AND PROVIDED 50 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY Roof 1: Attic Roof with Wood Joists, [Bldg. Use 1 - Office] 5819 49.0 0.0 0.021 0.027 -- ABOVE THE ADJACENT WALKING SURFACES, A SPHERE 8" IN DIAMETER SHALL NOT PASS PER SECTION VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 CONTROLS, OPERATING MECHANISMS AND HARDWARE: CONTROLS, OPERATING MECHANISMS - r for software baseline calculations ONLY and are not code requirements. facto s are used o s a ase a ca c a Budget U e , q () A. = 8,460 OCCUPANCY CLASSIFICATION: A-3 PER SECTION 303; FEET ABOVE EAVE OR CORNICE VENTS, WITH THE BALANCE OF THE REQUIRED VENTILATION AND HARDWARE, INTENDED FOR OPERATION BY THE OCCUPANT, INCLUDING SWITCHES THAT Envelope Assemblies B PER SECTION 304; PR[1VIr1Ff� RY FAVF [1R CCiRNIC�F VFNT� CONTROL LIGHTING AND VENTILATION AND ELECTRICAL CONVINIENCE OUTLETS IN S-1 PER SECTION 311 AUTOMATIC SPRINKLER SYSTEMS PER SECTION 903 ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES OR AS PARTS OF ACCESSIBLE ELEMENTS Assembly Gross Area Cavity Cont. Proposed Budget U- SHALL BE ACCESSIBLE PER SECTION 1109.12. or R -Value R -Value U -Factor Factori.) AUTOMATIC SPRINKLER SYSTEM NOT REQUIRED PER SECTION 903.2.1.3 Perimeter SIGNAGE PER SECTION 1110 Exterior Wall NORTH: Wood -Framed, 24" o.c., [Bldg. Use 1 - Office] - 1735 19.0 0.0 0.065 0.064 SIGNS: REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL FIRE ALARM AND DETECTION SYSTEMS PER SECTION 907 SYMBOL OF ACCESSIBILITY AT THE LOCATIONS LISTED IN SECTION 1110.1 Windows NORTH: Vinyl/Fiberglass Frame:Fixed, Perf. Specs.: Product 446 --- --- 0.320 0.380 General Building Heights &Areas -Chapter 5 ID NA, SHGC 0.30, [Bldg. Use 1 - Office] (b) MANUAL FIRE ALARM NOT REQUIRED PER IBC SECTION 907.2.1 DIRECTIONAL SIGNAGE: DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE Door 1: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. 24 --- --- 0.320 0.770 ALLOWABLE BUILDING HEIGHT (TABLE 503) AND HEIGHT INCREASE (SECTION 504.2) SINGLE- OR MULTIPLE -STATION SMOKE ALARMS NOT REQUIRED PER SECTION 907.2.10 ACCESSIBLE ELEMENT SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBLITY AND BE Specs.: Product ID NA, SHGC 0.30, [Bldg. Use 1 - Office] (b) VISIBLE ALARM NOTIFICATION APPLIANCES REQUIRED PER SECTION 907.5,2.3 PROVIDED AT THE LOCATIONS LISTED IN SECTION 1110.2 Door 2: Insulated Metal, Swinging, [Bldg. Use 1 - Office] 24 --- --- 0.400 0.370 Exterior Wall SOUTH: Wood -Framed, 24" o.c., [Bldg. Use 1 - Office] 1753 19.0 0.0 0.065 0.064 BUILDING HEIGHT OTHER SIGNS: SIGNAGE INDICATING SPECIAL ACCESSIBILTY PROVISIONS SHALL BE PROVIDED Window 2 Vinvl/Fiheralass Frame -Fixed. Perf. Soecs.: Product ID NA. 602 --- n:32n 0380 1\1 f /\/11 8/1/11] T/1 AAI Cl18CLG" CTA18\A/AV CVIT BAG[Al1 C\A/AV A\I8 CVIT 81[•/•LJAB/C 1\1 Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory CEILING requirements listed in the Inspection Checklist. Types of Construction - Chapter 6 (1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE Name -Title Signature Date CONSTRUCTION CLASSIFICATION: V -B PER SECTION 602.5 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PER TABLE 601 LX "-- - ---- --- - - SHGC 0.30, [Bldg. Use 1 - Office] (b) V FLOOR AREA ALLOWABLE PORTION OF THE REQUIREMENTS SET FORTH BY FEDERAL LAW, STATE LAW, CITY AND COUNTY Structural frame" Window 3: Vinyl/Fiberglass Frame:Fixed, Perf. Specs.: Product ID NA, 48 --- 0.320 0.380 BUILDING FLOOR AREAS 114 "Wwr\ I V r1114 CVrlC00 OI PI1RYYr11, L_^11 r/`100/'1VCYY/1 I r11YLJ CAI I r./lOUnrlf\VC uv FIRST FLOOR LAW AND THE BUILDING CODE FOR ACCESSIBILITY REQUIREMENTS. 6,350 SF SHGC 0. 30, [Bldg. Use 1 - Office] (b) ALLOWABLE ACTUAL 0 Nonbearing walls and partitions 1 ACCORDANCE WITH SECTION 1011.3. USE THE MOST RESTRICTIVE AREA TABULATION FROM TABLE 503 Door 3: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. 24 --- --- 0.320 0.770 ) CONTRACTORS MUST REVIEW ALL ACCESSIBILITY REQUIREMENTS AS PRESENTED IN THESE Interior' 0.30, [Bldg. Use 1 - Office] (b) 0 n Floor construction Including supporting beams and joists Roof construction CONSTRUCTION DOCUMENTS AND THE REFERENCES HERE IN PRIOR TO STARTING ANY Specs.: Product ID NA, SHGC 0.30, [Bldg. Use 1 - Office] (b) 0 HEIGHT 40'-0" 22'- 7" 1 Means of Egress - Chapter 10 ALLOWABLE BUILDING AREA (TABLE 503) AND AREA MODIFICATIONS (SECTION 506) GENERAL ACCCESSIBILITY NOTES 0 Door 6: Insulated Metal, Swinging, [Bldg. Use 1 - Office] 48 --- 0.400 0.370 STORIES 1 STORY 1 STORY ROAD, WHITTIER, CA, 90601-2298. FOR A COPY OF THE FEDERAL FAIR HOUSING GUIDELINES, THE DETAILS AND NOTES PROVIDED ON THE ACCESSIBILITY SHEETS REPRESENT ONLY A Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory CEILING requirements listed in the Inspection Checklist. Types of Construction - Chapter 6 (1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE Name -Title Signature Date CONSTRUCTION CLASSIFICATION: V -B PER SECTION 602.5 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PER TABLE 601 LX Exterior Wall EAST: Wood -Framed, 24" o.c., [Bldg. Use 1 - Office] 1568 19.0 0.0 0.065 0.064 V FLOOR AREA ALLOWABLE PORTION OF THE REQUIREMENTS SET FORTH BY FEDERAL LAW, STATE LAW, CITY AND COUNTY Structural frame" Window 3: Vinyl/Fiberglass Frame:Fixed, Perf. Specs.: Product ID NA, 48 --- 0.320 0.380 BUILDING FLOOR AREAS REFER TO SHEET ACO -1.1 FOR EGRESS EXHIBITS FIRST FLOOR LAW AND THE BUILDING CODE FOR ACCESSIBILITY REQUIREMENTS. 6,350 SF SHGC 0. 30, [Bldg. Use 1 - Office] (b) NON -SEPARATED OCCUPANCY PER SECT. 508.3 5<X<10 0 Nonbearing walls and partitions 1 Window 5: Metal Frame:Operable, Perf. Specs.: Product ID NA, SHGC 52 --- --- 0.320 0.450 USE THE MOST RESTRICTIVE AREA TABULATION FROM TABLE 503 DESIGN OCCUPANT LOAD PER TABLE 1004.1.2 ) CONTRACTORS MUST REVIEW ALL ACCESSIBILITY REQUIREMENTS AS PRESENTED IN THESE Interior' 0.30, [Bldg. Use 1 - Office] (b) 0 n Floor construction Including supporting beams and joists Roof construction CONSTRUCTION DOCUMENTS AND THE REFERENCES HERE IN PRIOR TO STARTING ANY Door 4: Insulated Metal, Swinging, [Bldg. Use 1 - Office] 72 --- --- 0.400 0.370 0 FUNCTION OF SPACE: ASSEMBLY BUSINESS EXERCISE MECH. Others All CONSTRUCTION. 2012 INTERNATIONAL BUILDING CODES AND ANSI STANDARDS MAY BE 1 Door 7: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. 48 --- --- 0.300 0.770 ALLOWABLE BUILDING AREA (TABLE 503) AND AREA MODIFICATIONS (SECTION 506) FLOOR AREA PER OCCUPANT: 15 SF NET 100 SF GROSS 50 SF GROSS 300 SF GROSS 0 OBTAINED BY CALLING THE ICC AT 526.699.0541. OR WRITE TO ICBO AT 5360 WORKMAN MILL Specs.: Product ID NA, SHGC 0.32, [Bldg. Use 1 - Office] (b) ROAD, WHITTIER, CA, 90601-2298. FOR A COPY OF THE FEDERAL FAIR HOUSING GUIDELINES, Exterior Wall WEST: Wood -Framed, 24" o.c., [Bldg. Use 1 - Office] 1585 19.0 0.0 0.065 0.064 CONTACT THE U.S. DEPT. OF HOUSING AND URBAN DEVELOPMENT IN DENVER AT 303.844.4513. Window 4: Vinyl/Fiberglass Frame:Fixed, Perf. Specs.: Product ID NA, 201 --- --- 0.320 0.380 ALLOWABLE AREA EQUATION, PER SECTION 506.1 CEILING HEIGHT PER SECTION 1003.2 PHONE NUMBERS AND ADDRESSES MAY BE SUBJECT TO CHANGE.90" SHGC 0.30, [Bldg. Use 1 -Office] (b) As = {At + [qt • II] + [At • Is]} MINIMUM Door 5: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. 24 --- --- 0.320 0.770 FOR SITE ACCESSIBILITY REQUIREMENTS AND ALL SITE ACCESSIBILITY DETAILING, REFER TO Specs- Product ID NA, SHGC 0.30, [Bldg. Use 1 - Office] (b) As = ALLOWABLE AREA PER STORY (SQUARE FEET) DESIGN OCCUPANT LOAD PER TABLE 1004.1.1 CIVIL ENGINEERING Floor: Slab -On -Grade: Unheated, [Bldg. Use 1 - Office] (c) 497 --- --- 0.730 0.540 At =TABULAR AREA PER STORY= 6000 S.F. (PER TABLE 503) VARIES: REFER TO ANALYSIS ON SHEET ACO -1.1 DOCUMENTS. If = AREA INCREASE FACTOR PER FRONTAGE (SEE CALC BELOW) Is = AREA INCREASE FACTOR DUE TO SPRINKLER PROTECTION = 0 EXIT ACCESS TRAVEL DISTANCE PER SECTION 1016 Project Title: Outlook Clear Creek Crossing Clubhouse Report date: 11/18/19 FRONTAGE INCREASE (11) 250' MAX. ALLOWABLE PER TABLE 1016.1 REFER TO ANALYSIS ON SHEET ACO -1.1 FOR ACTUAL TRAVEL DISTANCES Data filename: X:\2015\215093_Clear Creek Crossing Apts\093-Consultants\REScheck\215093_Clear Creek Page 1 of 9 Clubhouse.cck Ir= [F/P-0.25] W/30 F = BUILDING PERIMETER WITH MIN. 20' FRONTAGE = 433' GUARDS PER SECTION 1013: P = TOTAL BUILDING PERIMETER = 497' WHERE REQUIRED: W = WIDTH OF FRONTAGE = 20' ALONG OPEN -SIDED WALKING SURFACES, STAIRWAYS, RAMPS, AND LANDINGS THAT ARE LOCATED ' MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW PER SECTION 1013.1. Interior Environment - Chapter 12 If = [433/497 - 0.25] 20/30 HEIGHT: If = [0.87 - 0.251 • 0.66 NOT LESS THAN 42" AS MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR ATTIC VENTILATION PER SECTION 1203.2 If = 0.62 • 0.66 ADJACENT WALKING SURFACE PER SECTION 1013.2. Assembly Gross Area Cavity Cont. Proposed Budget U- If = 0.41 THE MINIMUM REQUIRED NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF THE SPACE or R -Value R -Value U -Factor Factori.) OPENING LIMITATIONS: VENTILATED, PROVIDED A VAPOR RETARDER HAVING A TRANSMISSION RATE NOT EXCEEDING 1 Perimeter A A I A I A. { , [ t '] [ ' "]} 11 V BALUSTERS ORNAMENTAL PATTERN H THAT A 4 DIAMETER OPEN GUARDS SHALL HAVE BALUS E S OR OR S SUCH PERM IN ACCORDANCE WITH ASTM E 96 IS INSTALLED ON THE WARM SIDE OF THE ATTIC As = {6,000 + [6,000' 0.41] + [6,000 0]} SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". FROM A HEIGHT OF 34" TO 42" INSULATION AND PROVIDED 50 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY Roof 1: Attic Roof with Wood Joists, [Bldg. Use 1 - Office] 5819 49.0 0.0 0.021 0.027 A. = [6,000 + 2,460 + 0] ABOVE THE ADJACENT WALKING SURFACES, A SPHERE 8" IN DIAMETER SHALL NOT PASS PER SECTION VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 - r for software baseline calculations ONLY and are not code requirements. facto s are used o s a ase a ca c a Budget U e , q () A. = 8,460 1013.3. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM RAIL AT THE OPEN FEET ABOVE EAVE OR CORNICE VENTS, WITH THE BALANCE OF THE REQUIRED VENTILATION 0I11G 1"1G D CTAIRIA/DV CI-IAI I Rl= nF D MAXIMI IAA S171= RI I(`I-1 THAT A CPIaFRf` CIF R" W IIIAMFTFR (`�NNC1T PR[1VIr1Ff� RY FAVF [1R CCiRNIC�F VFNT� Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory CEILING requirements listed in the Inspection Checklist. Types of Construction - Chapter 6 (1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE Name -Title Signature Date CONSTRUCTION CLASSIFICATION: V -B PER SECTION 602.5 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PER TABLE 601 LX (o) renesiraaon product performance must be cemned in accordance win rvrmu and requires suppurrmy ddcunlernauurl. (c) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. • a a - • • M a i ' , -tter than • r V FLOOR AREA ALLOWABLE ACTUAL Structural frame" -• -- --• • . -- • • -•• _- •• • • - • •• •�� --.- -• - • •-•• -••-•- •-• �- - --- • • • • •• . • • • - • • •�. -� --•• -•� • �• _ �..... PASS THROUGH THE OPENING PER SECTION 1013.3, EXCEPTION 2. GROUP F-1, MI, S-1 Bearing walls FIRST FLOOR 8,460 SF 6,350 SF 0 Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory CEILING requirements listed in the Inspection Checklist. Types of Construction - Chapter 6 (1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE Name -Title Signature Date CONSTRUCTION CLASSIFICATION: V -B PER SECTION 602.5 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PER TABLE 601 LX 2x4 OR 2x6 STUD, 24" O.C. MAX., RE: STRUCTURE PLAN VIEW FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE PER TABLE 602 BASE PER INTERIORS TABLE 602 FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE' " FIRE SEPARATION DISTANCE = X TYPE V W B 0 BUILDING ELEMENT Structural frame" GROUP H GROUP F-1, MI, S-1 Bearing walls All Exteriort, 1 0 Interior 5<X<10 0 Nonbearing walls and partitions 1 Exterior ) Nonbearing walls and partitions Interior' j IA,113 ---- 0 n Floor construction Including supporting beams and joists Roof construction Including supporting beams and joists 0 2x4 OR 2x6 STUD, 24" O.C. MAX., RE: STRUCTURE PLAN VIEW FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE PER TABLE 602 BASE PER INTERIORS TABLE 602 FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE' " FIRE SEPARATION DISTANCE = X OCCUPANCY i OCCUPANCY OCCUPANCY (fest) TYPE OF CONSTRUCTION GROUP H GROUP F-1, MI, S-1 GROUP A, B, E. F-4 1, R, S-2, U° All 1 X < 5C 2 5<X<10 IA 2 1 Others I I j IA,113 ---- I - ld 10 <_ X< 30 Illi, VB 0 0 Others All 1 Id Xa30 0 0 I• FLOOR II VERTICAL SECTION (-,-\�.G/A FILE NO. WP 3605 - SECTION 1 -HOUR FIRE BARRIER AT POOL EQUIPMENT ROOM GA FILE NO. WP 3605 GENERIC 1 HOUR 30 to 34 STC RE GYPSUM WALLBOARD, WOOD STUDS FISOUND REVISION Project Title: Outlook Clear Creek Crossing Clubhouse Report date: 11/18/19 One layer 5/4" type X plain or predecorated gypsum wallboard, wafer -resistant gypsum --- --_- __ Data filename: X:\2015\215093 -Clear Creek Crossing Apts\093-Consultants\REScheck\215093_Clear Creek Page 2 of 9 backing, board, or gypsum veneer base applied parallel or at right angles to each side of Clubhouse.cck 2 x 4 wood studs 16" o.c. with 6d coated nails, 1714" long, 0.0915" shank, 1/4" heads. 7" o.c. Joints of square edge, bevel edge or predecorated wallboard may be left exposed. Joints staggered 16" on opposite sides. (LOAD-BEARING) Thickness: 4714" ♦��� • � Approx. Weight. 7 ps 1�9 Wheat 'd Fare Test: UL R 1319-4, -6. 20.66, 2; City Of MUNI"1Y DEVELC�I'MENT _ UL R2717-39, 1-20-corm R3501-52, 3-15-66, 6 UL Design U305; ULC Design W301 APPROVED Sound Test: OR 64-$, 2-4-64 Reviewed for Code Compliance Randy Slusser 4/21/2020 16"OC Plans Examiner Date VaNdltn of permit: fie issuanee of o pemslt or *p--1 ojpb- specifl -VM and cornputohons shop not be a pefmlV! fo, or ort opprovoi of any molobon to UNIT 1 any of the prov/s/ons of the buatdlag code or of o{W City ordinances. Permits presuming to give outhorlty to violottt or concel the provisions a1 Ole, 6WtaWV 5/8" TYP X GW13 soda or otfitr ordin000a of the City shoN not be voHo: - 5/8" TYP X GWB UNIT 1 HORIZONTAL SECTION GA EXPLANATORY NOTE: Greater stud sizes (depths) shall be permitted to be used in metal - or wood -stud systems. Metal studs of heavier gage than those tested shall be permitted. The assigned rating of any load-bearing system shall also apply to the same system when used as a GAFILE N O . WP 3605 nonload-bearing system. Indicated stud spacings are maximums. KEPHART community o planning o architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.keDhart.corn (PEvergreen D Y€���§re,rla31SE I Tva��ae 5�,a 13ttvs3 i86itE: s��.- Z 0 Z a Q Z i fa V1 a o LL U W W '� a N a " Vi Z J o 0 Q U Zm 0Z WCl) � C� G Cf) 0O U � Z UJw O LU 1 O O � U n �T� W Q LU J(h W V W r Date Issue 08.12.19 PERMITSET 11.15.19 ISSUE FOR CONSTRUCTION03.09.20 ASI #1 0 0 DJV LL KS 003.09.220 0213 Nm a CODE ANALYSIS Sheet Number ACO -1.0 HS KS rn CD N H 2 a}. 0 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ' { Job Address: Permit Number: 7:773 A_ -A ❑ No one available for inspection: Time ft"1)jV,1AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http.-Iwww.ci.wheatridge.co.uslinspec(16A Dat nspl�( A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Thm6" L `t - f`—AWPM Re -Inspection required: When corrections have been made, schedule for re -inspection online at: 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 20dY Pd, - / Inspection Type: Z� Z�3 '2- 4,4'131116-N1751, ;U Job Address: '�#O C -4&"C /Df? Permit Number: 2'0M C/Z 5 75 - Poe' -, 4-j-26, a. 1.j No one available for inspection: Time A M Re -Inspection required: Yes"; No When corrections have been made, schedule for re -inspection online at: h ttp.-Ilwww. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE s i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1 ,;--Z Job Address:p Permit Number: -%,,, d ,�; � 1-- ❑ No one available for inspection: Time AV/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge. co. ushnspection Date: S- J Inspector: /, DO NOT REMOVE THIS NOTICE A 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Ic-1,3 1,26c-,IY�K < Job Address:. 416,41U C4-'11? Permit Number: p 0� 57 fe r L) No one available for inspection: Time /A PM Re -Inspection required: Yes (No When corrections have been made, schedule for re -inspection online at: httpLllwww.ci. wheatridge.co.uslinspection 7 Date: - inspector: DO NOT REMOVE THIS NOTICE Cole Garner Geotechnical 1070 West 124th Ave ReinforcedPTConcrete Client: Project: Suite 300 Evergreen Development 19.23.225 Westminister, CO 80234 1873 S. Bellaire, Suite 1200 Outlook Clear Creek Phone: 303.996.2999 Denver, CO 80222 4040 Clear Creek Drive Wheat Ridge, CO 80215 Activity Date: 02/27/2020 Technician: Daniel Ruybal Activity Number: 4 City Of: Wheat Ridge Weather: Partly cloudy, windy Temperature (°F): 40 Environmental Placement Conditions: Normal Work Completed Scope of Inspection: Reinforcing Only Location Details: Clubhouse Grade Beams Frequency: Asynchronous Level/Floor: 1 Plans & Details Referenced: Anchor Engineering structural plans dated 11/15/19: SC1-1.0, SC3-0.0 Form Condition/Cover/Clearance: Yes Consolidation Adequate: No Field Notes: Ufer to be installed prior to concrete pour. Inspection Results Communicated To: Dan w/ Evergreen Discrepancy: No Approved Mix Design Verified: No Deformed Bar Placement/Size/Grade: Yes Tendon Placement/Size/Grade: No Anchor Bolts/Holdowns: No Zv' i C'� E7S Page 1 of 1 A J CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: CkO 'VV �1 Permit Number: -P�t r C9aZ �S 9 ❑ No one available for inspection: TimeAM/PM Re -Inspection required: Yes ._No When corrections have been made, schedule for re -inspection online at: http:Uwww.ci. wheatridge. co.ueinspection Date:3Inspector:___,�7 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:`;12E- Job Address: Permit Number: ❑ No one available for inspection: Tim AM/PM Re -Inspection required: Yew__) When corrections have been mad , hedule for re -inspection online at: http✓/www.ci.wheatridge.co.usrns ect n e r: DO NOT REMOVE THIS NOTICE No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WZ-19-01) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. Reviewed for Zoning Compliance by the t j, City of Wheat Ridge Planning Division v /.. 4076 Wawa ! �! ffmm-lNl- 4086 BY: 21T DATE:alArchitectural elevations shall match the approved COMMENTS: master plan permit. nADDRESS PLAN 1 1" = 30'.T - - CI labor yyb rCII11.{J .mm KEPHART Evergreen 0 Z W A U HADDRESSPLAN 1� 6? Z� �7 City of W heat jjdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 August 27, 2019 OFFICIAL ADDRESS CHANGE NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: See Page 2 FORMER ADDRESS: Vacant Land • Subdivision: Clear Creek Crossing Subdivision Filing No. 2, Block 1, Lot 2, Section Parcel #: 39-194-04- 009 NOTES: This is a courtesy notification. AUTHORIZED BY: l- � t� DATE: c1 r DISTRIBUTION: 1. Property Owner 2. Addressinggieffco.us Jefferson County Assessor: Data Control, Lacey Baker; Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel 3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 4. U.S. Post Office, 1100 Johnson Rd., Golden CO 80401 5. Email to erlinda i.martinez &usps.aov and arlene.a.vickrey(&,,usps.gov and sheena.l.abeytaAusps.gov 6. Xcel Energy, sandra.cardenas(iDxcelenergy.com 7. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 8. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 9. Consolidated Mutual Water District 10. Applewood Sanitation District 11. West Metro Fire District 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.wheatridge.coms DATE: CLEAR CREEK Vicinity Map U95 A N 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /05 _5*/,,,&1 'Z.4 �_ Job Address: Y0116 C44 --4r-, cl;zz-,k Dl?, Permit Number: aolcj o,? 575 L(A- AA ­ 0"2 _/.:1 <1 l 4-'7TC"e 3 J No one available for inspection: Time (AM/YM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection, online at: hffpYlwww. ci. wheatridge. co. uslinsp6ction Date:— -, z 7 - -1 inspector: 1 DO NOT REMOVE THIS NOTICE