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6161 W. 44th Avenue
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O N O A U N —4 4 q Eap 0 O ri trl i4 m a U O z H 0 ro -W �� ro U Fa J-1 w N w -H O q b C w O Q N u w ti O N N •� A 0 U uHi b q ro a J1 u U 41 N U O M w U w q U 41 'd N Nay U1 11 U m O O U a PERMIT NO. 202000863 City of wheat Pidge BUSINESS LICENSE INSPECTION INSPECTION DAY/TIME at BF1 202000899 INSPECTION DAY/TIME INSPECTION DAY/TIME BUSINESS NAME: 1 0th Planet Denver LLC ADDRESS: 6161 W 44th Avenue SUite 150 CONTACT NAME: Conor 51000 SQ FT � 13 OCCUPANCY TYPE tt'3 OCCUPANCY LOAD \ \ \ > CONSTRUCTION TYPE [YSPRINKLERED ❑ NON-SPRINKLERED Inspector Signature 9.s-C)_*Z� Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �_P c, I Permit Number: 'Q C) '=�" 5), t ,3 ❑ No one available for inspectio : Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http.-Ilivww.ci.wheatridge.co.uslinspection Date: ' > o. Inspector: DO NOT REMOVE THIS NOTICE Balance Technolozies PROJECT Martial Arts Studio 6161 W. 44h Ave. SUITE 150 Wheat Ridge, CO 80033 GENERAL CONTRACTOR Five Star Contracting P.O. Box 2137 Arvada, CO 80001 REFERENCE JOB NUMBER 15-0720-11 (-e 1 �-c I w y -A'40. A -u r— Balance Technologies Five Star Contracting July 28, 2020 P.O. Box 2137 Arvada, CO 80001 Subject: Martial Art Studio Dear Mike, The enclosed data is submitted as the final Test and Balance Report for the Air Distribution System. This project has been completed per specifications and mechanical plans in accordance with the industry standards except where indicated in the general notes. If you have any questions concerning this report, please feel free to contact us. Cordially, R . atz Balance Technologies 2955 E. Otero Place, Centennial, CO, 80122, 720.350.9817 U \ U\ w 1-L, � v C Balance Technologies Instrumentation Used Shortridge Flow Hood (ADM -860C-1) Serial No. M11375 Thermometer -Taylor (6076-10) -40 to 120F S/N - BTO 15 & BTO 12 Thermometer -Taylor (6072-10) 0 to 220F SN - BT016 & BT014 Digital Volt, Ohm and Ampmeter, Fluke (32) Serial No. 1121263 Shortridge Hydrodata (HDM-250-1) Serial No. W 11131 Calibrated 05/26/20 Calibrated Manuf. Calibrated Manuf. Calibrated Manuf Calibrated 1/05/20 � � W 0. 1 Z_ ! PROJECT MARTIAL ARTS STUDIO LOCATION GROUND U \`-- \ ., -A�-1 � �, a, C, AIR APPARATUS TEST REPORT SYSTEM/UNIT RTU - 1 KtMAKKS: - AGKUSS FILTERS AND COOLING COIL. FILE MAS - 1 TEST DATE JULY 2020 READINGS BY R.P. Balance Technologies UNIT DATA MOTOR DATA Make TRANE Make/Frame CENTURY / 182TZ Model YSH 180G3RHAOZ H. P. /RPM 3.0/1770 Serial Number 200510724D volts/Phase/Hertz 230/3/60 F. L. Amps/S. F. 8-0/1-15 Dlscharge SIDE DISCHARGE Make Sheave BROWNING Make Sheave BROWNING Sheave Diam/Bore 1VP40 / 7/8" Sheave Diam./Bore 9.25" / 1" Sheave Distance 29.0" No. Belts/make/size 1 / MATCHMAKER / BX77 No. Filters/type/size 8 / DISPOSE / 20X25X2 TEST DATA DESIGN ACTUAL TEST DATA DESIGN FACTUAL Total CFM 6000 6120 Discharge S. P. 0.1999 Total S. P. N / G 0.7927 Suction S. P. -0.5928 Fan RPM N / G 723 Cooling Coil S. P. 0.2833 Motor Volts 230 2411241/241 Preheat Coil S. P. Motor Amps 8.0 8.0 Filters S. P. * 0.2833 7.8 7.4 Outside Air CFM 1500 1578 Return Air CFM 4500 4542 Out. Air Damp. Position 25% 26% Ret. Air Damp. Position 75% 74% KtMAKKS: - AGKUSS FILTERS AND COOLING COIL. FILE MAS - 1 TEST DATE JULY 2020 READINGS BY R.P. Balance Technologies Ap 10 ,Uq�d �,►®� AIR OUTLET TEST REPORT Ea. WV PROJECT MARTIAL ARTS STUDIO SYSTEM RTU - 1 AREA SERVED s e m®®®®® No _- MINI MINI --,- MMIME ltolra= ■__- . 1 1 1 - -- -. _ . 1 1 ' . MMIM ■__- -- -- MINI MAIN ■__.----- ■__- -- MINI MINI -- ■__- -- -- MINI --EMIM MMIMEmmmmmm- MINI MINI IMMIKEWESIM -- -- -- --EMIM MWIMIMMIMMIMMIMMIMILIMMMMIMENIM -- MAIN RCmmmr%o. NUNC FILE TEST DATE MAS -2 JULY 2020 READINGS BY R.P. Balance Technologies LOCATE RTu-1 ON c ROUNo. �-----MOUNTED ON CONCRETE PAD O 12'x22' OH DOOR 46X26 SUPPLY UP \ 4X35 W/ TO CEILING HEIGHT Y INTERIOR R12 W/ INTERIOR R12 /// \ LINER INSULATION LINER INSULATION DISCONNECT }" RAG -1 +24" 1 3 TRAINING AREA J QEF -1 I gwx/ yI 3 -- TEE (N) 1' CAS UNE OFF OF (E) 14' LINE IN SPACE DISCONNECT }" ME a am J 0 N 1 RAG -1 +24" 1 \ a ME a am J 0 N 1 �-O t � \ `-1 -A\�- P 9100 w Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com 8/3/2020 RE: 6161 W. 44t1 Ave Wheat Ridge, CO 80033 Stair Guard Rail Framing Job # 2019-7513 At your request I have reviewed the installation of the guard rail for the stairs at the above address. Guard rails are required to carry a minimum 2001b point load or a 50plf linear distributed load, whichever is greater. • The guard rail posts appear to be spaced no greater than 4' o.c. (2001b point load governs) • Guard rail posts appear to be fastened to the stair stringers with (4) thrulok fasteners with a spacing of at least 6" between the bottom row and the top row. The guard rail posts and rails appear to be constructed with sufficient capacity to resist the required loads as determined by the 2018 IBC and the City of Wheat Ridge amendments. If you should have any further questions, please feel free to contact me at (720) 440-9450 or rarp@dlengineer.com. Sincerely, Ryan Arp, E.I.T. eMel`y signed by Daniel Daniel DN: C=US, O=DL Engineering, CN=Daniel LeMier, Under the direct supervision of, E=dlemier@dlengineer.com Daniel LeMier, P.E. Reason: I roving this document LeMier Location:r'r date 2WU�f$+c� 32 �.4 U :p 35313 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Q W �►v L ��� Permit Number: a d �3 0 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes e When corrections have been made, schedule for re -inspection online at: http //www.ci.wheatridge.co.usrnspection !� - UJ Date: � ` 0 Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:' _ Job Address: Permit Number: P ❑ No one available for inspection• Timec) /PM Re -Inspection required: Yes L Nom When corrections have been made, schedule for re -inspection online at. hUp✓/www.ci.wheatridge.Co.uslin +i�lv� �06 �M LE. -M - 'M PERMIT #202000899 DIFFUSER SCHEDULE SLIPPLYI MMETER TAG RETURN (M.) WADrH IM.I HEIGHT(M.) CFM EFF% FPM BUND MOCEL M, SIFILY 14 8 500 0.038 1008 SHOE 5052-0 HAG1 RETURN w 3B BOW 0.87 TBB SHOE BOB Protect from vechicle riamaoe - LOCATE EDL -1 ON GROUND, ® MECHANICAL PLAN + SCALE: 1/8" = 1G-0" ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections FRESHAIR VENTILATION SCHEDULE ROOFTOP UNIT SCHEDULE VOT:(OA ON DRAWINGS GBBBEY CFIA MC- KEYED IAOITET RIEGAS lEATBIC FWOI'• EXHNEDO RgVM �NCNINALTOWJ NOTE SIPPLY FAN SECTION (a SEA LEVEL) TOTALIM ELECTRCAL SBNCE ® f MWNT/WAL OR SIDE MOUNT ES.P.(IN W.C. BIIAPUT B1(ATTPLIT M(BTUTQ 1233 D49MTIONVL BOW 1500 TAO MRL MODEL NOL BEER CRA MIH OA. ALT.) HP. (BT'L VOLTS PH W MCA MOCP WEIGHT(LES) NOTES RTlY1 TRATE YSD MBO (a BA W00 15 12.2 8000 t2W 1.4 3 250,000 2W,000 208 3 m T5 IM -30W 3 GENERAL NOTES 8. NO iR$N AR SO v -PROVIDE ROOFTOP LNT 44TH IW TR)flBLIB ECONOMIZER -EC. TO Rd]VOE R5ED O6COlH.T -THD USB_EAQHUNlTiHi GLLOIfT -PROAOEFIALFACEDACTNEEVAPOPATORCOL. FACESR.TWAPORATORCOLNCTACCERABLE-,PR,,MOOTNENSATEPTRAP -SETMVAlAOTSOEARMM ASSPEO MONS08AA.E -MOUNT RTU ON WNCIRETE RPD -R8)'VEEMEW-8 FLTERS MANUAL VOLUME MAPPER -LOMTd7rSCEAR MAKEMMIM 10 FRJMAW ExW LIST. RLLIEOR V BJT -ESlIRESENICEAFOCOIEObAHANC�ARECOMTIEIYY1Tf -PR(ANDETMY RCIGMMIABLET-STAT -STAG®AR VOIUME(wV) TOMB:T 2018 MCR®LFB.ENIS -NSTALL RN ro MFR RB]l1F✓B.BRS -LAR R6REIERA.NT ro BE R -41w .RROJIE FACTORY STARTLP ADDITI( MI, NOTES CKISTING SSTEM SECTION DETAIL 1. UNTISEQSTNG,VERY ACCBSOIiE5AN0 SFE,5 NFED'WITH MFR 4. FERANARSACI(E OETFLTOR 2. PRNCERETIIdNAR002SESDR 5, HORQONTALDISCNARGE AAAL FAN 3. FACTORY E3DONOWER fl ROW ARROW DIFFUSER SCHEDULE SLIPPLYI MMETER TAG RETURN (M.) WADrH IM.I HEIGHT(M.) CFM EFF% FPM BUND MOCEL M, SIFILY 14 8 500 0.038 1008 SHOE 5052-0 HAG1 RETURN w 3B BOW 0.87 TBB SHOE BOB Protect from vechicle riamaoe - LOCATE EDL -1 ON GROUND, ® MECHANICAL PLAN + SCALE: 1/8" = 1G-0" ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections FRESHAIR VENTILATION SCHEDULE NOM. VOT:(OA ON DRAWINGS GBBBEY CFIA MC- KEYED ROOM ZONE OA. CRI %0, Az R p ft V. B FWOI'• EXHNEDO RgVM PROVIDED NOTE R 1 1500 HALO 25% OFFusm. CELIAC ® f MWNT/WAL OR SIDE MOUNT TRANNCARFA 3171 w 20 0.06 966 0.8 1233 RAG BOW 1500 TOTAL 3711 ZO 1233 IGS_ 8000 1500 CFM-�� NOTES ^N111AAL VEMIUTIOfJ SIRTCES FOROVrSDENRNGUIiEM NTS,PERSNCTCN4 2OF201a IMC.SEE'TM LVBNRLATIONCALCLLATKNO' Az =tore erM n eRusre feel R = popple PW zone. IMn9 NC axlpN btl epecir,Mm PeT AWLS FIT, = Rale a Teen Y par Parson reglse6. F CRA RA= rMe a Hrmn eb repMrN pHA ewretpa a epee B%•T e&W(FR)OFO.BUSEDnf L'GFWBEr ALISECLGSARYOFVMRMARVA1BRELATED&CLGRETiRCN KEY®NDT6 1. RESTROOM. RP=0, p =0. OO/100D `0. 506TH Rat WC M M (iHATEDOONROLISLY VMiE0=jIED 2.OFRCSBISAI ROCN. p- 5, p- W. OCQIODO.5 3FTRESS I MARTIAL ARTS p= 20. Ra=OB. ODG1000=10 I. SALES. p=7.5. Ra: 12. OCOIDDO=15 5. STORAGE p= 0. Ro=.12.00041 M-0 B. FRDCESSM ROOM p 7.MANENTRi 1-(=RP=6, Ra=.W. CODIOOO=10 8. NO iR$N AR -TOTALOFSMBLEOfBfJCaS AREA (W1 CICTM - 3M SQFT -TOTAL SOMRE FOOTAOEOF N6'V AREA - 3771 SOFT (TOTAL OPENINGS) r (TOTAL AREA) `% CfSABLEOPE I NGS M4 /3111 = M WBNAB.EOPBJNGS M>H F®M!M ARMS SPACE OF8IAELEOPBANGS SLFFCEPBR 402] OF TIEIMC MECHANICAL EQUIPMENT SCHEDULE EBSTNIG EDIAPM@2T B_-1 JW LISTFANTO RBMN ESTIMATED 75 CFA V. I F. Ful I-- LAarro REMAIN. M MEN NMTLAMN L GAS RIF, 1I31P MOTION, a G Fu. eErNES aFFt� Aro RESTRCOME FUEL GAS PIPING CALCULATIONS SVSTBA RZ65UfE B.W NI40' MN EDNILTP 4.50 ALLQYA�EP QOP 1.50 EDIEP Y FlPi -MET6USCLRBIRYSETTOB•W.C.ANOM Rfll1 RATED LP TO 14' W.0 TOTAL LONGEST LBOTH 175 FT RL=TRUN(LOE F GASRATNG SBS BTUICL,BCFOOT(W TRCGE52W) •T'ES FG 402.413LATION41, LONPRESSLIREGASEDLIATION- MISTING OR PIPE SETICN MBI CRI EUK--E REEYD PROPOSED MAN, 338 389 1.m 11N• 1 VM RAT BB 101 073 8N• W W 288 WIN 2 1.W 1 1N' RRA.1 250 208 109 11N' 11N MECHANICAL LEGEND NOTE: ALL ITEMS MIGHT NOT APPEAR DESCRIPn DUCTWORK FLEItIBLE DUCTWORK ON DRAWINGS GBBBEY STMBQL OT THERMOSTAT TVAT ME EA MIR O OFFusm. CELIAC ® f MWNT/WAL OR SIDE MOUNT RENRN NR GRILLE, HUNG RAG Z y MWNT/W- OR SIDE MOUNT DIFFUSER/RAL 10 IGS_ sG-1 CFM-�� +1000FM SUPPLY AR WCT. SA UP/OUT k WWN/IN -RN OR EXHAUST DUCT, RAG UP/OUT k WWN/IN DUCT SMOKE DETECTOR SO v DACKDRAT DAMPER BD MOTOR OPEMTED DAMPER MOD MANUAL VOLUME MAPPER MVD FLEXIBLE DUCT CONNECTION DOOR UNDERCUT k HEIGHT LIC CONNECTION TO CKISTING SSTEM SECTION DETAIL NO./SHEET N0. FILTER FIL AAAL FAN fl ROW ARROW v OUTSIDE AIR (FRESH AR) OA NEW/EXISTING TO BE RELOCATED (N)/(R) IXISNNG (E) FIELD REVISION CIlY O/ %MwilcatF�age APPROVED Revrewgd for erode Cogrplianee Randy Slusser 7/27/2020 Plans Examiner - Date YMMBLP�PIW; 1Ne •.wenn a/b Pumrt m A=PreAW+al Prna RArJ�oRmAA Aro m„p„r�now .noK �oN Nv b PmrwN p. m W. aAmwa of � rwrPPw m an7 q rAe aom,.m, q Ane wrahR rose o. of RO M as�aA. FY.meA P'e>`^>a9 ro 9Ae ourAarry HP .bARIr w w=nllM yvM+Wv q 8TH WF91aq rodn m o1AA onWAeroF q Ae rx7 Anob rol M.WAa I. INSTALLATION 6 TO BE COMPLETE AND OPETAMNAL AND 5 TO BE N ACCORDWCE MRI BUILDING DEPARTMENT REWIREMENTS. COORDINATE INSTALLATION N EVERY RESPECT MM WOW OF OTHER TRADES, EXISTING INSTALLATION, im-in' COMPANY SEANCES AND STANMRDS. AND MANUFACTURER'S REWMMENwTIONS. 2. COMPLY HATH STATE AND LOCAL WDFS AND UTLTY COMPANY REGULATIONS. 3. CURING AND PATCHING SHALL BE IN AN APPRGVED MANNER, PATCH TO MATCH ADJNSNT SUREAC£. NEW ROOF OPENINGS ARE TO BE COORDINATED HATH SIRUCNRE MAINTAN REWIRED CLEAWNCI BETWEEN OA THANES AND EXTINTS75. GAS Y£NIS, AID PLUMBING VENTS. 4. OBTAIN. PAY FOR. AND MAINTAIN PERMITS, UCENSES, CERTIFICATES OF INSPECTION. AND LAWL)Y INSURANCE 5. FIELD CHECK EMSIM OMD NIS AND INCLUDE ALL COSTS IN BD REWIRED TO ACCOMMODATE EXISTING COMMONS AND TO PROVIDE A COMPLETE INSTI TON. B. USTE CONICAL SRX N FRANCS MM MWDAL DRAPERS W EACH BRANCH UNE (WHERE POSSIBLE). 7. PFCARDE IXCAVATBIG AND BMCKFIWNG FOR MECHANICAL WON(. PROTECT ACCORpNG TO CSHA STANDARDS. B. VERIFY ALL ELECTRICAL CHARACTERISTICS PRIOR TO ORDERING MEC-- EWRMEM. 9. Al INSULATION SHALL HAYS A FL.WE SPREAD RATING NOT EXCEEDING 25 OR A sMONE DEVELOPED MIDI a 50. TO. ACOUSTIC LINER SHALL WIT BE 1-1/2lB GLASS FIBERGLASS H BU COATED MAT SURFACE LNFR SHALL BE MANWLLE'uNACOUsnc'. 11. AL SUPPLY AND RETAIN AR DUCTS AND PLENUMS SHALL BE INSULATED WITH A MINI RAI OF R-8 INSULATION MIEN LOCATED IN UNCONDITIONED SPACES AND A YINIMIA OF R-12 INSULATION WHEN LOCATED OUTSIDE THE BUITDING. MIEN LOCATED IMTHIN A BURNING EMEISIPE ASSEMBLY, THE DUCT OR PLENUM SMALL BE SEPARATED FROLI ME WILDING EXIERTOR OR UNCONDIRWED OR EXEMPT SPACES BY A MNMUM OF R-12 INSAATKN. 12. BALANCE AR SSTEMs NACCORDANCE MIN STANDARDS OF Hma SUBMIT BALANCE INFORMATION OR SMNOMO FORMS PREPARED BY NEBB OR EOUNAENr. 13. BRANCH DUCT TIDO-OFFS: CHMIFER MIN OF 1.33 TIMES BRANCH WCT MOTH IN THE DIRECTION OF RDW. MINIMUM OF 4 INCHES. 14. PRONDE FLEXIBLE WCT CONNECTORS BETWEEN DUCTWORK AND MECHANICAL EOUIPMENT WHERE MEPATION TRANSMISSION MAY REST.T. 15. FUSIBLE DUCtwORtt SIAL BE MADE OF A SPRING STEEL HELIX SUPPDITING A PLAVC CORE, INSULATED MM 1' FiRmGLASS. IN A COPOLYMER MPOR BARRIER JAKE, AND UMRED TO A MAOMUM LENGTH OF 10'. 16. FWE RPM SHALL BE UL -LISTED, TYPE B. DOUBLE WALL, GAS NrENT RPNO. ALL RUES SHALL TERMINATE N A ROOF CAP. THE RUE VENT PIPING si A BE MAIUFMIURFD BY MEA@SOS, HART h COO-. WMVENT, OR APPNNED EWNAENT. 17. MARTIAL WLIME MMPERS TO SE DOWCO SERIES AW OR EOIWL AS YINUFACNRED BY RUSKIN CREATIVE METAS. 18. DUCTWORK SHALL BE GALVANIZED SHEET METAL CONSTRUCTED AND INSTALLED ACCORDING TO THE LATEST ASHRAE AID SMA sTA1MRDS. WCTKORK S- BE SEALED WITH YON -ECO BOIISIBES EW DUCT SEAL M-50 TO SMAMA CLA55 C• VARDAAOS. PROVIDE WCTS. CONNECTIONS, DAMPERS, MANING VANES. AND GASIQTED ACCE83 DOORS. CHANGES IN DIRECTION AND SHAPE OF WCTS SHALL BE GRAUML ALL WL•TIIORI( STIES SHOWN W PAINS ARE INSIDE DIMENSIONS MIE55 NOTED OTHERIMSE. 19. EXPOSED RWNp DUCTWVTM 9ALL PRE-WNUFICNRED COMMERCIAL GRADE SR WL C- STANDNO ROUND FORMED GALVANIZE) SHEE METAL Is NOT SE AN ACCEPTABLE BIM M MMrmAL 19.1. AL EXPOSED DUCnNW SHALL SE CONSTRUCTED HATH THE HIGHEST OLLAJIY WiMHMANSNP. Al LVO: -OFFS, FIRINGS. TRANSITIONS, ETC. SHALL BE SEALED FROM INSIDE THE DTC11iR)RI( MIMMIZING EXPOSED SEALANT AND INSTAlATION HARDWARE. COIINELTOHS SMALL BE SUP JOINTS OR FLANGE -TO -FIANCE JOINTS UNLESS NOTED OTHERWLSE. 20. FILTERS SFLALL BE 2• RIGID, PLEATED. DISPOSABLE TYPE, AND 30S EFFICIENT SBE FAIR 30-30. PROWDE THREE COMPLETE SETS OF FILTERS: CONSTRICTION, REPLACEMENT AT RMA -NG. AND REPLACEMENT SET TO OYMER. 21. TEES, SO ELBOWS UP TO 18MW AND 45' ELBOWS SHALL CONS 6T OF AN INSIDE RADIUS GREATER THAN KA -F THE DUCT WROTH. OR BE FURNISHED WITH DUCT TURNING VANES. TEES AND 99 ELBOWS GREATER THAN 18' SHILL BE EOKPPED MM AR FOIL TYPE WCT VANES. BRANCH TJQOFFS OF MAN SHALL BE 'YPff• TYPE MHERE POSSIBLE. 22. IF LEAKAGE N EXCESS OF 5% OF THE SSTEM DESIGN FLOW IS INDICATED AFTER BALI C' - RESEAL TO ELIMINATE EXCESS LEAKAGE. 23. PROVIDE A COMPLETE SYSTEM OF AUTOMATIC 1FMPEWNRE CONTROLS, INCLUONC ALL EW -LINT. ACCESSORIES, AND APPURTENANCES REWIRED. THE TEMPERATURE CONTROL COHIRACIDIt MAY BE THE MECHIYNICAI CONTRACTOR OR APPROVED SUB{ONTRACT(N. ACCEPTABLE AUIMMIIC TEMPEATURE CONTROL EWIPMENT MANLPICNREAS SHALL BE POKERS. HONEYWELL JOHNSON CONTROLS. OR CONTROLS FURIIISHED BY THE SPECIFIC EQUIPMENT WNUFACRIFT0. ALL CONTROL MRMG (LINE VOLTAGE OR LD101 VOLTAGE) REWIRED TO COMPLETE THE iEYPEPANRE CWT10L SYSTEM SHALL BE R6rAELED BY THE TEMPERATURE CONiHOL SIECWIIACTOfN. 24. FURNACE UNIT THERMOSTATS SHALL BE PROGRAMMABLE, ELECTRONIC, AUTOMATIC HEATING/ -NG: HIONEYITELL TBWO OR EWNALENT BY UNIT MANUFACTURER. 25. DICT DETECTORS SNAIL BE INSTALLED IN THE RETURN AR PLENUM IN AL SYSTEMS CREAMER THAN 2000 CM. COORCHATE DETCTORS WITN FIRE CONTRACTOR R APPLICABLE. DETECTORS SHALL CONTAIN AN IONIZATION TYPE DETECTOR WITH SAMPLING TIBES EXTENONG THRWGH THE MOTH OF THE AR DUCT. ALARM STATUS INDICATNG UOITS SHALL BE NSBLE W THE FRONT OF THE DETECTOR. KEY CONTROLLER TEST AND RESET SMTCHES PLUS AN EASILY ACCESSIBLE TEST .ACK SMALL BE PIRVMDED, INCLUDING REMOTE STATION S INHERE DEIECfORS ARE NOT READILY ACCESSIBLE THEY SHALL INCWDE AARP COMACtS (DP(T) RATED A FIRE (5) AMPERES AT 210 VM OR M V RESFINE. UNIT SNALL MAVE SELF CONTAINED POWER SUPPLY REWIRING 120/24W POWER. 26. SEMERGE OF OPERATIONS: AMC UNITS SHAM EACH BE CONTROLLED BY A HEATING/COWNG THERMOSTAT. TOILET EXHAUST FANS SHALL BE CONTROLLED YAIUALY BY COAL SINTCH. AND TURN W HATH BATHROOM LIGHT IF SHOWN OR AS INSTRUCIFD BY ARCHITECT OR ENGINEER. KITCHEN HWD EXHAUST FANS SHALL BE INIFBLOG(ED - THE MAKFUP AR UNIT FOR SMULTANEWS OPEWTW. ACWATTM OF DUCT DETECTOR SWAT SHED DOWN ITS RESPECT HNA UNI. 27. A 'COMFORT BWWCE• SHALL BE PERFORMED BY THE MECHANIQN- CONTRACTOR, TO DISTRIBUTE UNIFORMLY THROUGHKKR THE SPACE A DISPROPORIIOWIE AMOUNT OF AR SHOAD SE ROMEO TO AREAS MM SIGN ITCANT AMOUNT OF GLASS, OR HIGH INTERNAL GAINS. BO SHOULD ALLM WE ADOfWNAL BALANCE OF THE VVEA TO SATISiI' THE REWIREMEMS OF THE OWIIIM/7 A?. ISSUE T. IssvE CUSTOMER NMCI-0a NR$LER FM13SFarCurs9LlcAW �1 (303)888968 Z a o J p a O J hU N Q w 6 cn V_ arc Z �LU Q Q �= Q LLI C ENGINEERING COMPANY N° QY OD - 7_ NY W W O Z Z p F /wN Ii W D g 8 ENGINEER DAN CNG, PE 3760 VAN CEST JIM 'EAT RIDGE, CO 80033 3038WS1G5 ENGINEERS STAMP r-pPpO •ACF 44 "'85.15.20�e; rNNN,y� 7VNOY5�� CHECKED BY DIRK DRAWN BY GTS RENO JAMS PROJECT NUMBER 20128 SHEET NO Ml i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: f Permit Number: i ❑ No one available for inspection: Ti �_ M/�PM Re -Inspection required: Yes`N When corrections have been made, pp"kfor re -inspection online at: httpYAvww.ci.wheatridge.co.u�nspgc ' p D te' I n pest ON SITE PLANS COMcheck Software Version 4.1.1.0 MUST BE ON SITE FOR INSPECTION ALL Projects are eY(J1 Mechanical Compliance CertificattecttoField Inspections 6161 W 44th Ave, Suite 150 Project Information PERMIT #202000899 Energy Code: 26 t$ IECC 2018 IE CC Project Title: MARTIAL A Location: Wheat Ridge, Colorado Climate Zone: 5b Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: 6161 W 44TH AVE WHEAT RIDGE, CO 80033 Mechanical Systems List Quantity System Type & Description 1 RTU -1 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 203 kBtu/h Proposed Efficiency = 81.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Single Package DX Unit, Capacity = 186 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 11.00 EER, Required Efficiency: 10.80 EER + 12.2 IEER Fan System: FAN SYSTEM 1 1 RTU -1 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 6000 CFM, 1.0 motor nameplate hp, 90.0 fan efficiency grade Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature 16iAI +h6 City of� - C MMUNH "W ia MENd [�,*d ie APPROVED Reviewed for Cade CgnVianee Randy Slusser 7/27/2020 ----_ - - Plans Examiner Date Validity of pent The asupnce of o permitor gppnovol of pfons speclftaottont and compuronons shoes not be o pnmt for, or on approvot of orry Wo ot+on to ony of Me proviskms cif the burld/ng code or of ao City orditsonces. permits pre"Mflo to glue outhorrry to VWOW or ooactl the prom om of the 11144dog g Bales Of other ordirsoocn o/ the Gty shot not be V11114 Project Title: MARTIAL ARTS STUDIO Data filename: Z:\2020jobs\201286l6lW44thAve\COMCheck\20128COMCheck.cck Date ``,,.....���ttli L / Illy i p� •EN.Q O�2 t tai 15.20 • .sem, i —• w Q 40380 z '��t �/�/ •'.•...•.. � ; VNO;�`, Report date: 05/15/20 Page 1 of 9 eCOMcheck Software Version 4.1.1.0 l,.4 Inspection Checklist Energy Code: 2015 IECC 120181ECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Rea.ID C103.2 Plans, specifications, and/or LJComplies [PR2]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the mechanical ❑Not Applicable systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. Additional Comments/Assumptions: 1 High Impact (Tier 1) �2�Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: MARTIAL ARTS STUDIO Data filename: Z:\2020 Jobs\20128 6161 W 44th Ave\COMCheck\20128 COMCheck.cck City of Wheat Ridge Building Division Report date: 05/15/20 Page 2 of 9 # I Footing / Foundation Inspection Complies? Comments/Assumptions & Reg.ID C403.2.4. Snow/ice melting system sensors for ❑Complies 5, future connection to controls. Freeze []Does Not C403.2.4, protection systems have automatic ❑Not Observable 6 [FO9]3 controls installed. ❑Not Applicable Additional Comments/Assumptions: City of Wheat Ridge Building Division —11W10 Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: MARTIAL ARTS STUDIO Report date: 05/15/20 Data filename: Z:\2020 Jobs\20128 6161 W 44th Ave\COMCheck\20128 COMCheck.cck Page 3 of 9 Section # Plumbing Rough -In Inspection Complies? Comments/Assumptions & Reg.ID C404.5, Heated water supply piping conforms ❑Complies C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. ❑Not Observable [PL6]3 ❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating ❑Not Applicable cycle. C404.7 Water distribution system that pumps ❑Complies [PL8]3 water from a heated -water supply ❑Does Not pipe back to the heated -water source ❑Not Observable through a cold -water supply pipe is a ❑Not Applicable demand recirculation water system. Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104°F. Additional Comments/Assumptions: City of Wheat Ridge Building Division Ell High Impact (Tier 1) 21 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: MARTIAL ARTS STUDIO Report date: 05/15/20 Data filename: Z:\2020 Jobs\20128 6161 W 44th Ave\COMCheck\20128 COMCheck.cck Page 4 of 9 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Re .ID C402.2.6 Thermally ineffective panel surfaces of ❑Complies [ME41]3 sensible heating panels have ❑Does Not insulation >= R-3.5. ❑Not Observable ❑Not Applicable _ C403.2.13 Unenclosed spaces that are heated ❑Complies [ME71]2 use only radiant heat. ❑Does Not ❑Not Observable _ ❑Not Applicable C403.2.3 HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values. [ME55]2 ❑Does Not ❑Not Observable ❑Not Applicable C403.2.4. Fault detection and diagnostics ❑Complies 7 installed with air-cooled unitary DX ❑Does Not [ME113]2 units having economizers. [-]Not Observable ❑Not Applicable C403.2.6. Demand control ventilation provided ❑Complies 1 for spaces >500 ft2 and >25 []Does Not [ME59]1 people/1000 ft2 occupant density and ❑Not Observable served by systems with air side ❑Not Applicable economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. C403.2.6. Enclosed parking garage ventilation ❑Complies 2 has automatic contaminant detection ❑Does Not [ME115]3 and capacity to stage or modulate ❑Not Observable fans to 50% or less of design capacity. ❑Not Applicable C403.2.7 Exhaust air energy recovery on ❑Complies [ME57]1 systems meeting Table C403.2.7(1) ❑Does Not and C403.2.7(2). ❑Not Observable ❑Not Applicable C403.2.8 Kitchen exhaust systems comply with ❑Complies [ME116]3 replacement air and conditioned ❑Does Not supply air limitations, and satisfy hood ❑Not Observable rating requirements and maximum ❑Not Applicable exhaust rate criteria. C403.2.9 HVAC ducts and plenums insulated ❑Complies [ME60]2 Where ducts or plenums are installed ❑Does Not in or under a slab, verification may ❑Not Observable need to occur during Foundation ❑Not Applicable Inspection. C403.2.9 Ducts and plenums sealed based on ❑Complies [ME10]2 static pressure and location. ❑Does Not ❑Not Observable ❑Not Applicable _ C403.2.9. Ductwork operating >3 in. water ❑Complies 1.3 column requires air leakage testing. ❑Does Not (ME11]3 ❑Not Observable ❑Not Applicable C403.3 Air economizers provided where ❑Complies [ME62]1 required, meet the requirements for ❑Does Not City of design capacity, control signal, ventilation controls, high-limit shut-off, Wheat Ridge integrated economizer control, and ❑Not Applicable provide a means to relieve excess Building Division outside air during operation. 11 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3� Project Title: MARTIAL ARTS STUDIO Report date: 05/15/20 Data filename: Z:\2020 Jobs\20128 6161 W 44th Ave\COMCheck\20128 COMCheck.cck Page 5 of 9 Section # Mechanical Rough -In Inspection Complies? Comments/Assumptions & Re .ID C403.4.4. Multiple zone VAV systems with DDC ❑Complies See the Mechanical Systems list for values. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. ❑Not Observable ❑Not Applicable C408.2.2. Air outlets and zone terminal devices ❑Complies 1 have means for air balancing. ❑Does Not [ME53]3 ❑Not Observable ❑Not Applicable C403.5, Refrigerated display cases, walk-in ❑Complies C403.5.1, coolers or walk-in freezers served by ❑Does Not C403.5.2 remote compressors and remote ❑Not Observable [ME123]3 condensers not located in a ❑Not Applicable condensing unit, have fan -powered condensers that comply with Sections C403.5.1 and refrigeration compressor systems that comply with C403.5.2.. Additional Comments/Assumptions: City of Wheat Ridge Building Division 11THigh Impact (Tier 1) 2 Medium Impact (Tier 2) Low Impact (Tier 3) Project Title: MARTIAL ARTS STUDIO Report date: 05/15/20 Data filename: Z:\2020 Jobs\20128 6161 W 44th Ave\COMCheck\20128 COMCheck.cck Page 6 of 9 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, Furnished O&M manuals for HVAC ❑Complies C408.2.5. systems within 90 days of system ❑Does Not 3 [F18]3 acceptance. ❑ Not Observable ❑Not Applicable C403.2.2 HVAC systems and equipment ❑Complies [F127]3 capacity does not exceed calculated ❑Does Not loads. ❑Not Observable ❑Not Applicable C403.2.4. Heating and cooling to each zone is ❑Complies 1 controlled by a thermostat control. ❑Does Not [FI47]3 Minimum one humidity control device ❑Not Observable per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Thermostatic controls have a 5 °F ❑Complies 1.2 deadband. ❑Does Not [F138]3 ❑Not Observable ❑Not Applicable C403.2.4. Temperature controls have setpoint ❑Complies 1.3 overlap restrictions. ❑Does Not [F120]3 []Not Observable ❑Not Applicable C403.2.4. Each zone equipped with setback ❑Complies 2 controls using automatic time clock or ❑Does Not [F139]3 programmable control system. ❑Not Observable ❑Not Applicable C403.2.4. Automatic Controls: Setback to 55°F ❑Complies 2.1, (heat) and 85°F (cool); 7 -day clock, 2- ❑Does Not C403.2.4. hour occupant override, 10 -hour ❑ Not Observable 2.2 [F140]3 backup ❑Not Applicable C403.2.4. Systems include optimum start ❑Complies 2.3 controls. ❑Does Not [FI41]3 ❑Not Observable ❑Not Applicable C408.2.1 Commissioning plan developed by ❑Complies [F128]1 registered design professional or ❑Does Not approved agency. []Not Observable ❑Not Applicable C408.2.3. HVAC equipment has been tested to ❑Complies 1 ensure proper operation. ❑Does Not [F131]1 ❑Not Observable ❑Not Applicable C408.2.3. HVAC control systems have been ❑Complies 2 tested to ensure proper operation, []Does Not [FI10]1 calibration and adjustment of controls. ❑Not Observable ❑Not Applicable C408.2.3. Economizers have been tested to ❑Complies 3 ensure proper operation. ❑Does Not [FI32]1 ❑ City of Not Observable ❑Not Applicable Wheat Ridge Building Division 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: MARTIAL ARTS STUDIO Report date: 05/15/20 Data filename: Z:\2020jobs\201286l6lW44thAve\COMCheck\20128COMCheck.cck Page 7 of 9 Section # Final Inspection Complies? Comments/Assumptions & Re .ID C408.2.4 Preliminary commissioning report ❑Complies [F129]1 completed and certified by registered ❑Does Not design professional or approved ❑Not Observable agency. ❑Not Applicable C408.2.5. Furnished HVAC as -built drawings ❑Complies 1 submitted within 90 days of system ❑Does Not [F17]3 acceptance. [-]Not Observable ❑Not Applicable C408.2.5. An air and/or hydronic system ❑Complies 3 balancing report is provided for HVAC ❑Does Not [FI43]1 systems. ❑Not Observable ❑Not Applicable C408.2.5. Final commissioning report due to ❑Complies 4 building owner within 90 days of ❑Does Not [F130]1 receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: City of Wheat Ridge Building Division F1 High Impact (Tier 4 2 1Medium Impact (Tier 2) 3 1 Low Impact(Tier 3) Project Title: MARTIAL ARTS STUDIO Report date: 05/15/20 Data filename: Z:\2020jobs\201286l6lW44thAve\COMCheck\20128COMCheck.cck Page 8 of 9 City of Wheat Ridge Building Division Project Title: MARTIAL ARTS STUDIO Report date: 05/15/20 Data filename: Z:\2020 Jobs\20128 6161 W 44th Ave\COMCheck\20128 COMCheck.cck Page 9 of 9 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 14q ( 'e:x�� Job Address: 6tW CA3L44"4 Permit Number: pzc.�) ' ❑ No one available for inspection: Re -Inspection required-` _ Y s No .- When corrections have been made, schen http://www.ci. wheatridge. co.ushnspectioo Date re -inspection online at: s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: U, 0 A 1 V Permit Number: Ci ❑ 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:0 Inspector: r" DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: f3d & Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes Ao When corrections havebeen ma a or re -inspection online at: httpJ/www.ci.wheatridge.co.us in Da Inspe, 0 - i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: UVJ � Job Address: �_J` �__p Permit Number: IJ No one available for inspection: TimeIc. AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www, ci. wheatridge. co. us4nspection Date '_) 4, d 0 \ Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTUN! NOTICE ' w -v - Inspection Type:_ 702_x_ Job Address: L q, Permit Number: I ❑ No one available for inspection: T6AM M Re -Inspection required: Ye/' When corrections have been made, schedule for re -inspection online at: httpp�Ywww.ci.wheatridge.co.uslinspection 1 Date: 7--Z e2Inspec _ 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: Tir,4e a /PM Re -Inspection required: Yes (No When corrections have been made, s edule for re -ins, online at. http✓/www.ci. wheatridge.co. uslinspecn Da . Z -Y' U_ Inspgc i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: A AoftjS Job Address: Permit Number: ,- C>a rA l` ("Cl 6-" C,l .'r, { �0 ( 1, c, C" t( "I. I Y) e ❑ No one available for inspection: Time i01 U AM/PM Re -Inspection required: 6es No When corrections have been made, schedule for re -inspection online at: httpYA ww.ci.wheatridge.co.usrnspection Date: 62- 6 Inspector:^; DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Fire Sprinkler PERMIT - 202001315 PERMIT NO: 202001315 ISSUED: 07/15/2020 JOB ADDRESS: 6161 W 44th Ave Suite 150 EXPIRES: 07/15/2021 JOB DESCRIPTION: Installing 2 fire sprinklers and relocating sprinkler, taking 6 out at 1st floor restrooms. *** CONTACTS *** OWNER (303)523-5354 B & R BLAKE LLC SUB (720)365-7119 STEVEN KYLE 202134 COMPLIANCE FIRE & BACKFLOW SVC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,466.00 FEES Total Valuation 0.00 Use Tax 51.79 Permit Fee 93.35 ** TOTAL ** 145.14 *** 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 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 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 or gra ting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appttyable code or gra ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature off�hief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dina Kemp From: no-reply@ci.wheatridge.co.us Sent: Wednesday, July 15, 2020 7:37 AM To: CommDev Permits Subject: Online Form Submittal: General Permit Application Categories: Dina 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 6161 W. 44th Ave. #150 Property Owner Name Bruce Maleki Property Owner Phone 303-523-5354 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email malekibruce@yahoo.com Address Attach City of Wheat Wheat Ridge EFT 6-17-20.pdf Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** CONTACT INFORMATION Submitting General Compliance Fire and Backflow Services LLC Contractor or Architect Contractor's License 202134 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) I Contract Phone Number 720-365-7119 (enter WITH dashes, eg 303-123-4567) Contact Email Address steve@cfnbservices.com Retype Contact Email steve@cfnbservices.com Address DESCRIPTION OF WORK Detailed Scope of Work - Delete 6 sprinklers, add 2 sprinklers and relocate 1 sprinkler Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of scope 449 of work Location of work 1 st floor restrooms (backyard, on roof, etc) Project Value (contract $2466.00 value or cost of ALL materials and labor) Upload Engineer letter, Field not completed. other documents on 8 1/2" x 11" Upload Asbestos Report Field not completed. if triggler level is met per CDPHE regulation. Upload Drawings 11" x 6161 W 44th Ave Suite 150 WMFR Permit.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 4 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 been Yes 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 Steven Kyle Permit Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: )Oy S Job Address: D � Vp \ w Lit -4! �t' f c Permit Number: -.') C) -,1 L) 4> o ,,C, r. L) (11 t ❑ No one available for inspection: Time AM/PM r=� Re -Inspection required:No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date. 17 -?4 D Inspector: DO NOT REMOVE THIS NOTICE Marvin Heath, SET NICET Level IV 17079201 Fire Protection Engineering Technology/ Water -Based Systems Layout EXPIRES 5.1.2023 6.16.2020 %N1 -SEX 8' 0` OFFICE ��\` Line of MOezz. Above PHONE 11 Below Stairs OFFICE r5 II BOX OFFICE Exp. Open to Roof w-'�Existing 2" From Above BELOW MEZZANINE FIRE SPRINKLER PLAN �NJ 1/8" = 1'-0" Plan North ORemove existing horizontal sidewall and fitting, install new 1" coupling, I x 0'-4 nipple with 90 and 1 x 0'-5 drop with vertical sidewair sprinkler equipped with headgaurd. (1) ORemove existing drop to pendent sprinkler and plug outlet. (2) O3 Remove existing sprinklers and piping in bathrooms, install new 2 x 1 90 ell and piping as shown for remodeled bathrooms. (1) 3/8" Top Beam Clamp 3/8" All -Thread Rod Top Chord of Bar Joist, Adjustable Ring Hanger Truss Joist or I Beam — Pipe HANGER DETAIL NEW SPRINKLERS LEGEND New Sprinklers (See Sprinkler Legend) Symbol Make Sin # Size Temp. Response Finish K -Factor Description HANGER SPACING CHART Reliable RA1414 '/2" 200 Quick Chrome 5.6 Recessed Pendent on 24" flex drop with Solid Plate 2 Reliable RA1485 1/2" 200 Quick Chrome 5.6 Vertical Sidewall 1 —..—..—..— Existing Pipe to be Removed Pipe Type 3 I� Grooved Coupling on Pipe 0-0" 4'-11 3 O Nominal Pipe Size Ceiling Height Above the Finished Floor 0 Demising Wall (Full Height minimum 2 hour rating) Full Height Interior Wall %11 1" 1'/4' 1%• 2'• 2%• 3'• 3% 4" 5" 6" $•' Schedule 5, 10 & 40 Steel N/A 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" Threaded Li htwall Steel N/A 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" N/A N/A N/A N/A N/A CopperTube 8'-0" 8'-0" 10'-0" 10'-0" 12'-0" 12'-0" 12'-0" 15-0" 15-0" 15-0" 15'-0" 15'-0" CPVC 5'-6" 6'-0" 6-6" T-0" 8'-0" 9'-0" 10'-0" N/A N/A N/A N/A N/A Ductile Iron Pie 5'-6" 6-0" 6-6" T-0" 8'-0" 9'-0" 10'-0" N/A N/A N/A N/A N/A 3/8" Top Beam Clamp 3/8" All -Thread Rod Top Chord of Bar Joist, Adjustable Ring Hanger Truss Joist or I Beam — Pipe HANGER DETAIL NEW SPRINKLERS LEGEND New Sprinklers (See Sprinkler Legend) Symbol Make Sin # Size Temp. Response Finish K -Factor Description Quantity Reliable RA1414 '/2" 200 Quick Chrome 5.6 Recessed Pendent on 24" flex drop with Solid Plate 2 Reliable RA1485 1/2" 200 Quick Chrome 5.6 Vertical Sidewall 1 —..—..—..— Existing Pipe to be Removed Total New Sprinklers 3 �niaui iy i vv Existing 4" Underground Fire Service OVERHEAD FIRE SPRINKLER PLAN �NJ 118" = 1'-0" Plan North Existing 2" Branc Mezzanine Floor New Sprinklers (See Sprinkler Legend) 0 0 * s Existing Sprinklers CO New Pipe ON Existing Pipe —..—..—..— Existing Pipe to be Removed �— Hanger on Pipe I� Grooved Coupling on Pipe 0-0" 4'-11 3 O hLn Ceiling Height Above the Finished Floor 0 Demising Wall (Full Height minimum 2 hour rating) Full Height Interior Wall -_� Full Height Interior Wall M Exterior Wall N MENS Dropped Gypsum Board Ceilings MM Gypsum Board Ceiling Tight to Joist Floor "No Work This Area" AFC Above Finished Ceiling A BUILDING SECTION 1/4" = 1'-0" In lieu of a permit card and associated forms, the West Metro Fire District is now providing a 'permit page' located after the cover page for all approved projects. The West Metro permit page includes the permit, general and specific instructions, and all inspection approvals and sign -offs. This sheet must remain part of this approved drawing set and on site for the entire time of construction. It is the responsibility of the contractor to read the West Metro fire permit sheet and to follow all instructions and procedures. W 44th Ave O Post Oak Hall SYMBOLS LEGEND 0 0 # 9 New Sprinklers (See Sprinkler Legend) 0 0 * s Existing Sprinklers CO New Pipe ON Existing Pipe —..—..—..— Existing Pipe to be Removed �— Hanger on Pipe (0 Grooved Coupling on Pipe 0-0" Pipe Centerline Elevation Ceiling Height Above the Finished Floor 0 Demising Wall (Full Height minimum 2 hour rating) Full Height Interior Wall -_� Full Height Interior Wall M Exterior Wall N 10' High Wall (Open Above to Structure) Dropped Gypsum Board Ceilings MM Gypsum Board Ceiling Tight to Joist O "No Work This Area" AFC Above Finished Ceiling AFF Center Line Above Finshed Floor BBD Center Line Below Bottom of Deck BBJ Center Line Below Bottom of Joist BFC Center Line Below Finished Ceiling 1O Key Notes (Refer to Key Note Legend) GENERAL NOTES 1.) This plan is designed with the intent of meeting NFPA 13, state and local codes for the tenant finish work required in the restrooms and closet below the stairs of Suite 150 on the existing hydraulically sized light hazard wet pipe fire sprinkler system. (449 sq.ft.) 2.) The existing building is a Type IIB non-combustible steel beam and Z-purlin structure supporting a metal roof deck with a concrete floor and gypsum sheathed nonstructural steel stud walls. 3.) The sprinkler system design, fabrication and installation shall be in accordance with the 2012 IBC, 2012 IFC, 2010 NFPA 13 and City of Wheat Ridge amendments and West Metro Fire Rescue with approved plans and issued permit placed on site until the job has been completed and the permit signed off. 4.) The scope of work for this contract shall consist of the modification to the existing system to protect the remodeled restrooms and based on properly protect the closet below the stairs as required for the occupancy and indicated in the key notes. 5.) The completed modifications should not affect the integrity of the existing hydraulically sized system. 6.) The following inspections shall be scheduled, witnessed and approved by the Fire Department: a.) Rough inspection of the fire sprinkler system. All piping shall be tested at city pressure with no visible leakage with all piping, hangers, valves and materials visually inspected and approved by the Fire Department prior to any work being concealed. b.) Final inspection of the fire sprinkler system. The completed system installation with all escutcheons in place, signs attached to all valves indicating their function and/or area served and not less than (2) of each new type of sprinkler added to the spare sprinkler cabinet. 7.) All fire sprinkler system components shall be new and UL Listed as required by code. A.) New 1" pipe will be Schedule 40 black steel pipe with ductile iron class 125 threaded fittings. B.) Hangers shall be 3/8" top beam clamps with all -thread rod and adjustable ring hangers. C.) Sprinklers shall be new Reliable Quick Response bulb type sprinklers as indicated in the sprinkler legend. 8.) At the completion of the project the system shall certified, an "Aboveground Material and Test Certificate" completed and provided to the owner, the owner or their representative shall be instructed in the operation and maintenance of the system, the owner or their representative shall be instructed in the operation and maintenance of the system, the owner shall be provided with a copy of the as -built drawings, material data sheets for the products used in the system and a 1 -year warranty on the installation and materials for the tenant improvements to the fire sprinkler system in this space. 9.) It shall be the owners responsibility to ensure that adequate heat is maintained in all areas where wet piping exists to protect the system components from freezing and to ensure that the routine inspection, testing and maintenance of the system is performed as required by NFPA 25, state and local codes. �s QThe Craft Box Go gle W 44th Ave O fe Driving Schools Wheat Ridge VICINITY MAP �N Not to Scale Plan North d y 0 C W 44th Ave Dollar Tree U.S. Bank Branch Q Wells Fargo Bank Revisions Date Description rNiTT �n o0Tu vn NTT 'AN �o� R I :talars Sheet FP -1 of i N O O CO ON �0 LO 0 (0 LO M COO l0{) M N O MM O Cr) N N Lo O toLeT Lo . o_ o o O o 0 b 0 1 0 1 0 1 0 1 0 1 co II b In b 't b M b N b II 0 N 0 � N r Lu J a O NN = " N 0- 0 0 0 0 0 0_ o _ _1 - o - o II i N co u CO II Co II 'IT N rNiTT �n o0Tu vn NTT 'AN �o� R I :talars Sheet FP -1 of i W E S T M E T R SUPPRESSION GENERAL REQUIREMENTS 105.3.1 Construction permits shall automatically become invalid unless the work authorized by such permit is commenced within 180 days after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. 105.3.3 Occupancy prohibited before approval. The building or structure shall not be occupied prior to the fire code official issuing a permit and conducting associated inspections indicating the applicable provisions of this code have been met. 105.3.5 Posting the permit. Issued permits shall be kept on the premises designated therein at all times and shall be readily available for inspection by the fire code official. 105.3.6 Compliance with code. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the fire code official from requiring the correction of errors in the construction documents and other data. Any addition to or alteration of approved construction documents shall be approved in advance by the fire code official, as evidenced by the issuance of a new or amended permit. 105.3.8 Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinances of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents, operational documents and other data shall not prevent the fire code official from requiring correction of errors in the documents or other data. 105.4.4 Construction documents approved by the fire code official are approved with the intent that such construction documents comply in all respects with the applicable edition of the fire code. Review and approval by the fire code official shall not relieve the applicant of the responsibility of compliance with fire code. 106.3 Whenever any installation subject to inspection prior to use is covered or concealed without having first been inspected, the fire code official shall have the authority to require that such work be exposed for inspection. 105.4.5 Amended construction documents. Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in compliance with the approved construction documents shall be resubmitted for approval as an amended set of construction documents. Requirements During Construction • Permits and approved plans shall remain on site during all phases of construction. • A fire extinguisher with a minimum rating of 2A-40BC shall be within 10 feet of all "HOT WORK OPERATIONS". • All fire alarm and suppression systems shall remain in-service while work is being performed. The Fire District shall be notified if any existing detection or suppression system will be off line for more than 4 hours. • Trash dumpsters shall be kept greater than 20 feet from any combustible materials or structures. • Fire Lanes shall remain clear at all times during construction. • All utilities shall be clearly marked and protected from damage by construction equipment. • Areas under construction shall have adequate protection in place to safeguard the public. • An emergency phone shall be on site and accessible at all times during construction. Either a cell phone of a landline is acceptable. • Emergency contact numbers shall be posted on the front door during construction. • All exit routes shall be clearly defined and posted during construction. Paths of egress shall remain clear of construction material, debris, or other obstacles. • Smoking shall be prohibited except in approved areas. No smoking within 25ft of a building, or portion of a building, under construction. Signs shall be posted in accordance with Section 310. In approved areas where smoking is permitted, approved ashtrays shall be provided in accordance with Section 310. • Smoking shall be prohibited where conditions are such as to make smoking a hazard, and in spaces where flammable or combustible materials are stored or handled. • Any changes to the approved plans shall be submitted to the West Metro Fire Protection District for approval. • Refer to Chapter 33 'Fire Safety During Construction and Demolition' of the IFC for all additional requirements for fire safety during construction and demolition. General Inspection Requirements • Construction or work for which a permit is required shall be subject to inspection. • Additional changes or modifications may be required upon field inspection. • Such construction or work shall remain accessible and exposed for inspection purposes until approved. • All failed inspections may result in a re -inspection fee based on the current West Metro fee schedule. • All failed inspections must be re -inspected. West Metro Fire Rescue Acceptance Testing Requirements • Make sure all requirements of the permit have been met prior to requesting an Acceptance Test. • All system and related components shall be tested and ready for Acceptance Testing. • All required permits (fire department and city or county) shall be on site for the inspector's review. • System failure may result in a $300.00 re -inspection fee. • Rough inspections shall be scheduled by the suppression system contractor. All inspections are requested through the online contractor portal. • The permit and the approved system shop drawings shall be on-site and available for reference at the time of any inspection. • There shall be sufficient personnel representing the installing contractor on-site at the time of the final inspection. Personnel shall have the equipment necessary and be prepared to conduct a complete acceptance test of the fire alarm system. • Provide completed NFPA 13 Aboveground Materials and Test Certificate. Requirements and Deliverables on Behalf of the Owner The following information and documentation is required by NFPA 13 and shall be available on site at the time of final inspection: Contractor's Material and Test Certificate for Aboveground Piping 25.4 Instructions. The installing contractor shall provide the property owner or the property owner's authorized representative with the following: (1)AII literature and instructions provided by the manufacturer describing proper operation and maintenance of any equipment and devices installed (2)NFPA 25 25.5* Hydraulic Design Information Sign. 25.5.1 The installing contractor shall identify a hydraulically designed sprinkler system with a permanently marked weatherproof metal or rigid plastic sign secured with corrosion resistant wire, chain, or other approved means. Such signs shall be placed at the alarm valve, dry pipe valve, preaction valve, or deluge valve supplying the corresponding hydraulically designed area. 25.5.2 The sign shall include the following information: (1)Location of the design area or areas (2)Discharge densities over the design area or areas (3)Required flow and residual pressure demand at the base of the riser (4)Occupancy classification or commodity classification and maximum permitted storage height and configuration (5)Hose stream allowance included in addition to the sprinkler demand (6)The name of the installing contractor 25.6* General Information Sign. 25.6.1 The installing contractor shall provide a general information sign used to determine system design basis and information relevant to the inspection, testing, and maintenance requirements required by NFPA 25. 25.6.1.1 Such general information shall be provided with a permanently marked weatherproof metal or rigid plastic sign, secured with corrosion -resistant wire, chain, or other acceptable means. 25.6.1.2 Such signs shall be placed at each system control riser, antifreeze loop, and auxiliary system control valve. NFPA 13 & 13R Sprinkler System Final Acceptance Requirements • Make sure the rough inspections have been done, and the plans and permit are on site. • Confirm that the label on the riser has the appropriate Hydraulically Calculated information for the system. • Assure General Information sign installed. • Test all tamper valves and confirm that all control valves have tamper switches and are monitored. (supervisory signal to panel). • Make sure all of the system valves have appropriate signs. • Witness a Main Drain Test and confirm that the Sprinkler System pressures are adequate for operation. (If applicable) • Confirm the FDC Horn/strobe is labeled for "Sprinkler System" if it's too close to the Fire Alarm horn/strobe. • Perform a flow test. Confirm the FDC horn/strobe activates upon flow test and that flow test sends alarm to monitoring company. • Flow alarm should activate in 45 seconds plus -or -minus 10 seconds for a wet -pipe system. • Confirm that Dry -pipe, Deluge or Pre -action systems operate within design parameters. • Confirm that all sprinkler heads have escutcheon rings or plates installed. • Confirm all sprinkler heads are clean, painted heads must be replaced. • Confirm sprinkler cabinet contains spare heads and wrench 300 or less sprinklers - 6 spare heads 300 -1000 sprinklers -12 spare heads 1000 or more sprinklers 24 spare heads required • A list of the sprinklers installed in the property shall be posted in the sprinkler cabinet. • Confirm that the FDC is a 2 %" NSH Siamese connection. A 5" Stortz can be used in combination with a 2 %" NSH Siamese. • Confirm all have caps or covers and are unobstructed. NFPA 13 6.8 • Confirm that the valves are all placed back in the appropriate positions for Sprinkler operation. • Make sure that the "above ground test certificate" has been filled out. • Make sure there is a sign on the riser room if applicable. • Document test in Fire Systems Log Book. • Sign all appropriate documents and permits. O F SYSTEM GENERAL REQUIREMENTS R E R E PERMIT REQU Fire Sprinkler Rough Inspection Requirements • Hangers shall be designed to support five times the weight of the water filled pipe plus 2501bs at each point of piping support. • The distance between a hanger and the centerline of an upright sprinkler shall not be less than 3 in. • Unsupported Arm Over Length: Upright sprinkler = 12"max for steel pipe and 6"max for copper tube. • Unsupported Arm Over Length: Pendant sprinkler = 24"max for steel pipe and 12" max for copper tube. • Risers shall be supported by riser clamps located on the horizontal connections within 24"of the centerline of the riser. • Riser clamps anchored to walls using hanger rods in the horizontal position shall not be permitted to vertically support risers. • In multistory buildings, riser supports shall be provided at the lowest level, at each alternate level, above and below offsets, and at the top of the riser. • Where risers are supported from the ground, the ground shall constitute the first level of riser support. • Where risers are offset or do not rise from the ground, the first ceiling level above the offset shall constitute the first level of riser support. • Distance between supports for risers shall not exceed 25 ft. • Spacing usually every 15 feet and 7'/ feet from a wall at a right angle. unless baffles are used, sprinklers should be spaced not less than 6' on center, or 8' on center for extended coverage sprinklers. • For sloped ceilings, the deflectors shall be parallel with the slope of the ceiling or horizontal if in the peak of a ceiling. • Small room rule — in light hazard occupancies, in a room not greater that 800 ft. Squared, sprinklers are permitted to be 9' from any single wall, but the maximum small coverage from a sprinkler shall not exceed 225 s.f. • Above ground hydrostatic test— modifications affecting more than 20 heads shall require a hydrostatic test, tested at 200 psi or at 50 psi in excess of system working pressure, whichever is higher, for 2 hours without loss. • Dry pipe and double interlock pre -action system air test — in addition to the standard hydrostatic test, an air pressure test must be conducted at 40 psi for 24 hours, without losing more than 1 '/ psi. • Peaked ceilings — sprinklers under or near the peak of a ceiling shall have the deflectors not more than 36" below the peak measured vertically down. • Sprinklers shall be installed under fixed obstructions over 4' wide such as overhead doors, clouds, and ducts. • Sprinklers shall not be required under obstructions that are not fixed in place. • Sprinklers under open gratings shall be provided with shields • The distance between the top of the sprinkler and top of storage shall be 18" or greater, see exceptions. • Sprinklers can be omitted from skylights not exceeding 32 ft squared and separated at least 10' from other non -protected skylights. • Under unobstructed construction, the distance between the sprinkler (pendant and upright) deflector and the ceiling shall between 1" and 12". This shall apply for light and ordinary hazard occupancies with ceilings of noncombustible or limited -combustible construction. • Sprinklers shall not be required in ceiling pockets where the volume of the pocket does not exceed 1000 ft cubed, the depth does not exceed 36", the entire floor under the pocket is protected by sprinklers, total size of all ceiling pockets within 10' of each other does not exceed 1000 ft cubed, non-combustible or limited combustible surface in pocket, and quick response sprinklers are used in the compartment. (nfpa 13 8.6.7.2) • Side wall sprinklers shall be located a minimum 4" from a corner wall. • Sidewall sprinklers shall not be spaced closer than 6' on center, unless required by soffits above. • Sidewall sprinkler deflectors shall be between 4" and 6" from ceiling unless listed differently. • Holes through solid structural members shall be permitted to serve as hangers provided such holes are allowed by building code and the spacing and support are satisfied. • Sidewall sprinklers shall be installed at the bottom of an elevator hoist way not more than 2' above the floor. • Where there is a noncombustible space above a noncombustible or limited -combustible drop ceiling that it is sprinklered because it is open to an adjacent sprinklered space on only one side and where there is no possibility for storage above the drop ceiling, the sprinkler system shall be permitted to extend only as far into the space as .6 times the square root of the design area of the sprinkler system in the adjacent space. The sprinkler system shall extend at least 24' into the space above the ceiling. Hydrostatic Testing of Pipe • All piping and attached appurtenances subjected to system working pressure shall be hydrostatically tested at 200 psi and shall maintain that pressure without loss for 2 hours. • Portions of systems normally subjected to system working pressures in excess of 150 psi shall be tested as described in 25.2.1.1, at a pressure of 50 psi in excess of system working pressure. • Where modification is made to an existing system affecting more than 20 sprinklers, the new portion shall be isolated and tested at not less than 200 psi for 2 hours. • Modifications that cannot be isolated, such as relocated drops, shall require testing at system working pressure. • The West Metro Life Safety Division is required to witness all hydrostatic tests. Approved means of conducting a witnessed hydrostatic test: 1) A minimum of 2hrs. prior to your scheduled hydrostatic inspection, pump the system to the required pressure and disengage the pump. 2) Take a time stamped picture of the pressure gauge indicating the starting pressure. Ensure the picture is available for the fire inspector. 3) Leave the pressure on the system uninterrupted until the fire inspector arrives and is able to document the ending pressure. Fire Pumps • General. Where provided, fire pumps shall be installed in accordance with this section and NFPA 20. • Protection against interruption of service. The fire pump, driver, and controller shall be protected in accordance with NFPA 20 against possible interruption of service through damage caused by explosion, fire, flood, earthquake, rodents, insects, windstorm, freezing, vandalism and other adverse conditions. (913.2) • Protection of fire pump rooms. Rooms where fire pumps are located shall be separated from all other areas of the building in accordance with Section (913.2.1). • Temperature of pump room. Suitable means shall be provided for maintaining the temperature of a pump room or pump house, where required, above 40 degrees F.(913.3) • Engine manufacturer's recommendation. Temperature of the pump room, pump house or area where engines are installed shall never be less than the minimum recommended by the manufacturer. The engine manufacturer's recommendations for oil heaters shall be followed. (913.3.1) • Valve supervision. Where provided, the fire pump suction, discharge and bypass valves, and the isolation valves on the backflow prevention device or assembly shall be supervised open. • Testing and maintenance. Fire pumps shall be inspected, tested and maintained in accordance with the requirements of this section and NFPA 25.(913.5) • Acceptance test. Acceptance testing shall be done in accordance with the requirements of NFPA 20.(913.5.1) • Generator sets. Engine generator sets supplying emergency or standby power to fire pump assemblies shall be periodically tested in accordance with NFPA 110.(913.5.2) • Transfer switches. Automatic transfer switches shall be periodically tested in accordance with NFPS 110.(913.5.3) • Pump room environmental conditions. Tests of pump room environmental conditions, including heating, ventilation and illumination shall be made to ensure proper manual or automatic operation of the associated equipment. Commercial Kitchen Hood Suppression System • The commercial hood system shall be completely tested prior to the fire department final test to include, upon activation of the system, lights and gas under the hood shutting down, make up air shutting down, and exhaust fan coming on or staying on. • The system activates manually and automatically. • An audible or visual inductor is provided that shows the system has operated. • If a fire alarm system is installed, the hood suppression system is connected to the fire alarm control panel. • The manual activation device is 42"-48" above floor level and 10'- 20' from the hood near the means of egress. • Movable cooking equipment shall be provided with a means to ensure that it is correctly positioned in relation to the appliance. • Confirm nozzle coverage is correct. • Confirm proper fusible links are used. • Confirm horn/strobes are installed inside and outside , if required. • Witness activation of the system by cutting a fusible test link. • Confirm the exhaust fan comes on or stays on. • Confirm make up air shuts down. • Confirm electrical appliances and gas shut down upon activation. • Confirm blow down test. • Confirm the pull station activates the system. • Confirm pull station is 42-48 inches above the floor and 10-20 ft from the hood and near a means of egress • Confirm movable cooking equipment has been provided with a means to properly ensure that it has been positioned correctly. • Confirm properly mounted type K extinguisher is within 30' of the hood, the appropriate level above the floor, in the path of egress travel, and next to a pull station if possible. • The Class K Extinguisher shall have a permanent sign above it stating "Activate hood suppression prior to using the fire extinguisher". Underground Fire Lines • Piping shall be buried a minimum of 6.5 ft. Depth of cover. Shall be measured from the top of the pipe to the top of the finished grade. • Fire service mains shall be permitted to enter the building adjacent to the foundation if the main rises through the floor slab within 10ft of the building exterior wall measured from the outside of the wall to the centerline of the riser. • Piping shall run at least 1ft below the bottom of the foundations/footers. Fittings are prohibited under the foundation. • Fire service mains shall be restrained against movement by using thrust and bearing blocks. • Thrust blocks shall be placed between undisturbed earth and the fitting to be restrained. • Fire service mains and lead-in connections to system risers should be flushed through hydrants at a rate of 10ft/sec. Flow until water runs clear. Bags or catch screens should be used to ensure that all debris has been cleared form the main. Required flow to achieve 10 fps. 4"= 390 gpm single 2.5" (y) double 2.5" (y) single 4" (y) single 6" (y) 6"= 880 gpm single 2.5" (n) double 2.5" (y) single 4" (y) single 6" (y) 8"= 1560 gpm single 2.5" (n) double 2.5" (n) single 4" (y) single 6" (y) 10"= 2440 gpm single 2.5" (n) double 2.5" (n) single 4" (n) single 6" (y) 12"= 3520 gpm single 2.5" (n) double 2.5" (n) single 4" (n) single 6" (y) • Hydrostatic testing- the trench must be backfilled prior to hydrostatic testing to prevent movement of underground piping. • All piping and attached appurtenances subjected to system working pressure shall be hydrostatically tested at 200 psi or 50 psi in excess of the system working pressure whichever is greater, and shall maintain that pressure +/- 5 psi for 2 hours. • See 'Hydrostatic Testing of Pipe' above for West Metro Fire approved testing process. • The backflow prevention assembly shall be forward tested to ensure proper operation. S I R E M E N T S C U E PLAN REVIEW REQUIREMENTS A P a a ED CONDITIONS OF APPROVAL: ❑ SEE COMMENTS ON THE PERMIT DRAWINGS ❑ SEE SUPPLEMENTAL REVIEW REPORT ALL WORK SHALL ADHERE TO THE 2012 IFC AS AMENDED AND THE 2010 VERSION OF NFPA 13 DATE: 06/17/2020 PERMIT No. 200519001 -FS PLAN REVIEWER: Lt. Mark Dean - State Fire Plans Examiner 146300459 WTI 00 1119 Eel Ll/e10:l :kT/ I :11TifLK0]►VihVil :1 Ll III &S STAMPED AND APPROVED PLANS AND PERMITS ISSUED TO ALL SUBCONTRACTORS MUST REMAIN ON SITE FOR THE DURATION OF CONSTRUCTION. ROUGH AND/OR FINAL INSPECTIONS MAY BE TERMINATED AND REINSPECTION FEES ASSESSED IF APPROVED PLANS ARE NOT AVAILABLE TO THE INSPECTOR UPON REQUEST. FINAL INSPECTION AND TESTING In an effort to assist contractors, as well as our inspectors, in assuring final inspections go smoothly, we respectfully ask that you read and abide by the following measures: • All rough inspections for fire safety systems shall be scheduled by that system's contractor. Rough inspections will not be signed -off until mechanical, electrical and plumbing are in place. • All rough inspections must be completed and passed before any final inspection will be scheduled. (Unless the fire department has approved for the rough and final to be done at the same time.) • It is the General Contractor's responsibility to ensure all rough inspections are completed, all pre-tests have been completed, and any insufficiencies discovered in the pre-tests have been corrected. As well, that all benchmarks on the G.C.'s permit have been signed off except those pertaining to the final inspection. • All FINAL inspections for the life safety systems, as well as the New Building or Tenant Improvement FINAL inspection shall be scheduled by the General Contractor. ALL be on site at the time of inspection. The space must be ready to turn over to the owner, or "move in ready". • All doors, glass and door hardware, for interior and exterior must be installed, and all flooring, carpet and painting must be completed. All construction trades must be complete and out of the space, and the final clean-up has been completed. • This form, appropriately signed and dated by all contractors, shall be given to the WMFPD inspector at the start of the final inspection. Re -inspection Fees 1 st re -inspection - $300.00 2nd re -inspection - $600.00 • Each subsequent re -inspection is double the previous. • All re -inspection fees must be paid prior to the scheduling of the re -inspection. Fire Alarm Contractor (Company Name): Fire Alarm System Contractor Representative: Print name: Signature: Date: DO NOT REMOVE THIS SHEET. THIS SHEET MUST REMAIN A PART OF YOUR FINAL CONSTRUCTION DRAWINGS AND MUST REMAIN ON SITE FOR THE DURATION OF CONSTRUCTION. PERMIT CARD AND INSPECTION APPROVALS Occupant Name: Address: Suite: Contractor: Property Use Type: Inspections Required: West Metro Fire Protection District 433 S. Allison Pkwy, Lakewood, CO 80226 (303) 989-4307 To schedule an inspection go to www.westmetroflre.org. 10th Planet Denver LLC Job Number: 200519001 -FS (DEMO, TI, FA) 6161 West 44th Avenue Job Description: Fire sprinkler system tenant Wheat Ridge, CO 80033 finish involving deleting 6 sprinklers, adding 2 sprinklers, plugging 2 existing sprinkler outlets and relocating 1 sprinkler for adequate protection. 150 Permit Number: 200519001 -FS Compliance Fire and Permit Contacts: None Backflow Services LLC Steven Kyle 7203657119 7203657119 c 7203657119 (AH) Under Construction Sprinkler Rough (REQUIRED: The number of heads and on site contractor contact information is required in the notes section below), Sprinkler Final (REQUIRED: Number of heads and the contact information for the onsite contractor is required in the notes box below) Project Cost: $2,466.00 Permit Issued On: 6/17/2020 Permit Expires On: 6/17/2021 Permit: Fire Sprinkler System Modification "Basic" REQUIRED INSPECTIONS INSP #1 INSP #2 INSP #3 INSP #4 PASS FAIL PASS FAIL PASS FAIL PASS FAIL Sprinkler Rough Sprinkler Permit Final COMMENTS: INSPECTION COMMENTS COMPLIANCE FIRE AND BACKFLOW SERVICES LLC PO BOX 752 KITTREDGE, CO 80033 (720) 365-7119 10TH PLANET DENVER TENANT FINISH 6161 W. 44th Ave. Suite 150 Wheat Ridge, CO 80033 FIRE SPRINKLER SYSTEM TENANT IMPROVEMENT MATERIAL DATA SHEETS 1.) PIPE a. WHEATLAND TUBE BLACK SCHEDULE 40 STEEL PIPE 2.) FITTINGS a. SPF / ANVIL FIG. 3201 BLACK DUCTILE IRON THREADED 90' ELL b. SPF / ANVIL FIG. 3201 R BLACK DUCTILE IRON THREADED REDUCING 90' ELL C. SPF / ANVIL FIG. 3205 BLACK DUCTILE IRON THREADED TEE d. SPF/ ANVIL FIG. 3205R BLACK DUCTILE IRON THREADED REDUCING TEE e. SPF/ANVIL FIG. 3221 BLACK DUCTILE IRON THREADED COUPLING f. SPF/ ANVIL FIG. 3221 R BLACK DUCTILE IRON THREADED REDUCING COUPLING g. SPF / ANVIL FIG. 3388 BLACK DUCTILE IRON THREADED CORED PLUG 3.) HANGERS a. ANVIL FIG. 146 CONTINUOUS THREADED ROD (ALL -THREAD) b. TOLCO FIG. 65 REVERSIBLE STEEL 3/8" C -TYPE BEAM CLAMP C. TOLCO FIG. 200 °TRIMLINE° ADJUSTABLE BAND HANGER 4.) SPRINKLERS a. RELIABLE RA1414 Y" 200' F1 FR56 QUICK RESPONSE CHROME PENDENT SPRINKLER b. RELIABLE RA1485 %" 200° F1 FR56 QUICK RESPONSE CHROME VERTICAL SIDEWALL SPRINKLER C. RELIABLE MODEL F1 %" CHROME 2PC. RECESSED ESCUTCHEONS d. RELIABLE MODEL D-1 %" SPRINKLER HEAD GUARD FM Approved and Fully Listed Sprinkler Pipe Wheatland Tube's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL® and C -UL Listed. Approvals and Specifications Schedule 10 and Schedule 40 meet or exceed the following standards: ASTM A135, Type E, Grade A (Schedule 10, 1-8 NPS) ASTM A795, Type E, Grade A (Schedule 40,1-2 NPS) ASTM A53, Type E, Grade B (Schedule 40,2-8 NPS) ASTM A53, Type F, Grade A (Schedule 40,1-4 NPS) NFPA®13 and NFPA 14 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. Finishes and Coatings All Wheatland black steel fire sprinkler pipe receives a proprietary mill coating to ensure a clean, corrosion -resistant surface that outperforms and outlasts standard lacquer coatings. This coating allows the pipe to be easily painted, without special preparation. Schedule 10 and Schedule 40 can be ordered in black or hot -dip galvanized, to meet FM/UL requirements for dry systems that meet the zinc coating specifications of ASTM A795 or A53. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Bar coding is acceptable as a supplementary identification method. PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: ❑ BLACK ❑ HOT-DIPGALVANIZED 1 Council Avenue, PO. Box 608 v Wheatland, PA 16161 Info@wheatland com wheatlandcom Wheatland Tube P 800.2578182 Follow us on Twitter: A�W� 6 F 724347260 @Wheatland Tube SCHEDULE 10 WEIGHTS AND DIMENSIONS SCHEDULE 40 WEIGHTS AND DIMENSIONS Threaded Schedule 60 steelp2e is usedae the benchmark bValue o(70) B NGS Schedule 60 6FMAppoved but not trL Listed WT./FT. WT./FT. WT./LIFT WT./LIFT WT./LIFT WT./LIFT NPS NPS NOMINALOD NOMINALID NOMINALWALL WT./FT. HsOFILLED PCS./LIFT 0 34' 25' UL W=� In. mm, In. mm __ Ibi. Ibi. _ Ibi. ` I. I. I. CRR' 1 1315 334 1097 279 0.109 277 1405 1.814 70 2065 2360 2459 114 1`/. 1.660 42.2 1442 36.6 0.109 277 1.807 2514 61 2315 2645 2756 73 11/1 1900 48.3 1.682 427 0.109 277 2.087 3.049 61 2673 3055 3183 5.8 3 2375 60.3 2157 54.8 0.109 277 2640 4.222 37 2051 2344 2442 47 21d 2875 73.0 2635 66.9 0120 3.05 3.354 5.895 30 2226 2544 2651 3.5 3 3500 889 3.260 828 0120 3.05 4336 7949 19 1730 1977 2060 26 4 4500 1143 4.260 108.2 0120 3.05 5.619 11789 19 2242 2562 2669 1.6 5 5563 1413 5.295 134.5 0.134 340 7780 17309 13 2124 2427 2529 15 6 6.625 1683 6357 161.5 0.134 340 9.298 23.038 10 1953 2232 2325 1.0 8 8.625 219.1 8.249 209.5 0188 478 16960 40.086 7 2493 2849 2968 21 SCHEDULE 40 WEIGHTS AND DIMENSIONS Calmkted w'0g Standard thL CRR manse, ULFbe %oteNlon Directory Category ✓MY Me CRR b a ratio value wed to measure the alody o(a p2e to wNeroad mrwYon Threaded Schedule 60 steelp2e is usedae the benchmark bValue o(70) B NGS Schedule 60 6FMAppoved but not trL Listed WT./FT. VL WT./LIFT WT./LIFT WT./LIFT NPS NOMINALOD NOMINAL ID NOMINALWALL WT./FT. H20FILLED PCS./LIFT 0 34' 25' UL W=� In. mm Ibi. Ibi. CRR' 1 1315 334 1049 26.6 0.133 338 1.68 2055 70 2470 2822 2940 1.000 1`/. 1.660 42.2 1380 35.1 0.140 356 227 2922 51 2431 2778 2894 1.000 11/1 1900 48.3 1.610 409 0.145 3.68 272 3.602 44 2513 2872 2992 1.000 3 2375 60.3 2067 525 0154 391 3.66 5.109 24 1845 2108 2196 1.000 21d 2875 73.0 2469 627 0.203 5.16 5.80 7.871 20 2436 2784 2900 1.000 3 3500 889 3.068 779 0.216 549 758 10783 13 2069 2365 2464 1.000 31/, 4.000 101.6 3548 90.1 0.226 574 9.12 13400 10 1915 2189 2280 1.000 4 4500 1143 4.026 1023 0.237 602 10.80 16311 10 2268 2592 2700 1.000 5 5563 1413 5.047 158.2 0.258 655 14.63 23.262 7 2151 2458 2560 1.000 6 6.625 1683 6.065 1541 0.280 7.11 18.99 31498 5 1994 2279 2374 1.000 8" 8.625 219.1 7981 2027 0.322 818 2858 50.240 5 3001 3430 3573 1.000 Calmkted w'0g Standard thL CRR manse, ULFbe %oteNlon Directory Category ✓MY Me CRR b a ratio value wed to measure the alody o(a p2e to wNeroad mrwYon Threaded Schedule 60 steelp2e is usedae the benchmark bValue o(70) B NGS Schedule 60 6FMAppoved but not trL Listed VL C D �FMbP 1 Council Avenue, PO. Bos 608 Into®wheatland com v Wheatland. PA 16161 wheatland. com P 800.2578182 Follow us on Twitter: F 7243467260 ®WheatlandTube fWheatland Tube ApWIPN OFSEI®MV/ MPYBIRIR � DUCTILE IRON THREADED FITTINGS &Awg FIG. 3201 90° Elbow Nominal Srse Maximum Dimefsiol Approx. Wt. Each Contractor: Working Pressure. Engineer: Remarks: la (mM U Odd la (mM Ilu ft) 1 500 1.50 f 20 3450 3810 028 lY 500 175 0.90 32 3450 44.45 041 10 500 1.94 1.20 40 3450 49216 054 2 500 2.25 1.85 50 3450 5715 084 �-Working Pressure pati ngc are for reference only and baud on &h. 40 pig. Fonhe latest UVULC,and FM Fre cure ratings versus pig schedule, pleaseY et amilln4com or contact your local Mnl Repreumalne Dr O ® •erw rto � a,stes� —nuiul n,0r Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME Bl 201 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE Duane iron finings have higher tensile strength than that of steel pipe Therefore, over tightening win cause damage to pipe threads which may cause leakage Ductile iron firings should be tightened approammely three turns beyond hand tight, but no more than lour wms. Project: []Approved Address: []Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl -1.15 � DUCTILE IRON THREADED FITTINGS &Awg FIG. 3201R Reducing 90° Elbow -Bt 2 A + 1X2 r Working Pressure Ratings are for reference only and bossed on &h. 40 pip. For the later UL/ULc,and FM pressure reti ngs versus pi ce schedule, please dsit amill n4com or contact Four local Mal Repreumatne R. Mp Da �AnPS t en �oacaauv Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME Bl 201 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. fill E. Duane iron finings have higher tang Is strength than that of steel pipe There, over tighten pq can cause dam age to pipe threads which may cause leakage Duca Is iron finings should be tightened approa mately three turns beyond hand right, but no more than four turns. Project: []Approved Address: []Approved as noted Nominal Size Max.Working Pressures Dimensions Approx. Wt. Each I x 2 A B la (mM PSI (20) la (mM In. (mM lbs ft) 1 x 0 500 1.26 1.36 0.44 25x15 3450 3200 3454 020 1 x?6 500 1.37 1.45 0.52 25x20 3450 3479 36b3 024 1'Axb 500 1.34 153 0.64 32x15 34550 3403 3886 029 PAxy 500 1.45 1.62 072 32x20 3450 36b3 4114 033 1'Ax1 500 1.58 1.67 075 32x25 3450 4013 4241 034 lYsx1 500 1.65 1.80 0.92 40x25 3450 4191 4572 042 1 Ihx1Y 500 1.82 1.88 1.08 40x32 3450 4622 4775 049 2 x b 500 1.49 1.88 1.08 50x15 3450 3784 4775 049 2 x y 500 1.60 197 1.24 50x20 3450 4064 5003 056 2x1 500 173 2.02 1.40 50x25 3450 4394 5130 064 2x1Y 500 1.90 2.10 1.52 50x32 3450 4826 5334 070 2x P6 500 2.02 2.16 TO 50x40 3450 5730 5486 075 r Working Pressure Ratings are for reference only and bossed on &h. 40 pip. For the later UL/ULc,and FM pressure reti ngs versus pi ce schedule, please dsit amill n4com or contact Four local Mal Repreumatne R. Mp Da �AnPS t en �oacaauv Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME Bl 201 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. fill E. Duane iron finings have higher tang Is strength than that of steel pipe There, over tighten pq can cause dam age to pipe threads which may cause leakage Duca Is iron finings should be tightened approa mately three turns beyond hand right, but no more than four turns. Project: []Approved Address: []Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl -1.15 �� DUCTILE IRON THREADED FITTINGS ®..AM FIG. 3205 Straight Tee Nominal Size Maximum Di Approx. Wt. irk Contractor: Working Working Pressure. Engineer: Remarks: in (Mrs) VSi (00) in (Mrs) Ig (W 1 500 150 085 25 3450 3810 039 1A 500 175 122 32 3450 4445 055 10 500 194 155 40 3450 499 070 2 500 225 245 50 3450 5715 1 111 ♦ `M16rkng Presure Ratings are for rere fenceonlyand header 6ch d) pl�F«the a r es UL C,ardFM Freure ratings aware pipe schedule, pleass man armlm4com or comaa your deal Anil Repressmmme e�e .rr> irew�P� rd Lunatics ,act an Anti Repineentathe Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. MTKE Ductile iron finings have h igheneneie strep h than thatof steel pipe. Iherefore, «rertightening can cause dcmage to pipet hreads which may cause leakage . Ductile iron finings should be tightened approxirratelythree turns beyond hand tight, but no more than fourturns. Project: ❑Approved Address: []Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Dale: Notes 1: Notes 2: SPF/Dl -1.15 � DUCTILE IRON THREADED FITTINGS &Awg FIG. 3205R Reducing Tee ��IFC2 f - 3 A 1 1x2x3 NomimI Ste Max. Dimensions Ape ex. Contractor: Working Wt. EaLh Remarks: Submittal Date: Notes 1: I x 20 3 Preeeure� A B In (mm) PSI (kPo) In (mm) In (mm) In (mm) Ilu ft) 1'2x1500 500 150 1.36 1.50 0.64 25x15x25 3450 3810 3454 3810 029 1''/x1 500 150 1.45 1.50 073 25x20x25 3450 3810 34b3 3810 033 1 2 'I' 500 126 1.26 1.36 071 25x25xl5 3450 3200 3200 3454 032 1 x 1 x3A 500 1.37 1.37 1.45 076 25x25x20 3450 3480 3480 3483 034 1xIx1Y' 500 1.67 1.67 1.58 0.98 25x25x32 3450 4241 4241 4013 044 1'I'12' 500 1.80 1.80 TO 1.16 25x25x40 3450 4572 4572 1 4191 053 1'AxIx1/2' 500 1.34 1.26 1.53 0.82 32x25xl5 3450 3404 3200 3886 037 1''A x 1 x'/ 500 1.45 1.37 1.62 0.90 32x25x20 3450 3483 3480 4115 041 l'A x 1 x 1 500 158 1.50 1.67 1.00 32x25x25 1 3450 4013 3810 4242 045 1'/ x 1 x 1'/ 500 175 1.67 175 1.08 32x25x32 3450 4445 4242 4445 049 1'AxIx11/2 500 1.88 1.80 1.82 1.42 32x25x40 3450 4775 4572 4422 064 1'AxI''Ax2 500 1.34 1.34 T73 0.86 32x32x15 3450 3404 1 3404 3886 039 Iii�. u umrramppicre IlFall nd uEO ,tai p,�pes�-ommin0, �: Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME Ell 201 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE. Duane iron finings have higher toile strength than that of steel pipe Therefore, overtightening tun rause damage to pipe threads which may cause leakage Ductile iron finings should be tightened approtummely three turns beyond hand right, but no, more than four turns. Nominal Size Max. Dimensions Approx. Contractor: Working Wt. Eorh Remarks: Submittal Date: Notes 1: I x 2 x 3 Pressures A B la (mM PSI kPo) la (mM In. (mM In. (mM Ilu ft) 114 x 1''A x'A 500 1.45 1.45 1.62 0.92 32x32x20 3450 36_b3 36 b3 47]5 042 1'Ax1Yx1 500 1.58 1.58 1.67 0.95 32x32x25 3450 40]3 40]3 4242 043 114x1Yx11/2' 500 1.88 1.88 1.82 1.45 32x32x40 3450 4U5 4U5 4622 066 ♦ Working Pressure Ratings are for reference only and baud on &h. 40 pipe For the Ituet UL/ULC,and FM pressure roti ngc versus pige schedule, please dsit amilln4earn or contact Four deal Anal Representarne ' Pan supplied as "Bull Head Te ". Project: []Approved Address: []Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl -1.15 siaro� DUCTILE IRON THREADED FITTINGS = FIG. 3205R Reducing Tee �t TT I 2 I B I 3 I I I I A 1 ix2x3 FIGURE 3205R - REDUCING TEE Nominal Size Max. Working Dimensions Approx. Wt Each Approx. Wt. Each 1 x 2 x 3 Pressures A B C C In. (mm) PSI (kPa) In. (mm) In. (mm) In. (mm) Lbs. (kg) 194 x 194 x 2" 300 2.10 2.10 1.90 1.73 32 x 32 x 30 3430 33.34 33.34 48.26 0.79 11/2 x 1 x 1/2 500 1.41 1.34 1.66 0.95 40 x 23 x 13 3430 33.81 34.04 42.16 0.43 11/2x1x%4 300 132 1.37 1.73 1.14 40 x 23 x 20 3430 38.61 34.80 44.43 052 11/2 x 1 x 1 500 1.65 1.50 1.80 1.17 40 x 23 x 23 3430 41.91 38.10 43.72 053 11/2x 1 x 194 300 1.82 1.67 1.88 1.34 40 x 23 x 32 3430 46.23 42.42 47.73 0.61 192 x 1 x 11/2 500 1.94 1.80 1.94 1.45 40 x 23 x 40 3430 49.28 43.72 49.28 0.66 11/2 x19ti x 1/e 300 1.41 1.34 1.66 1.05 40 x 32 x 73 3430 33.81 34.04 42.16 0.48 1 V2 X 1 '/4 X '/4 300 132 1.45 1.73 1.13 40 x 32 x 20 3430 38.61 36.83 44.43 05 11/2 x 11/4 x 1 300 1.63 138 1.80 1.25 40 x 32 x 23 3430 41.91 40.13 43.72 057 192 x 11/4 x 2" 500 2.16 2.10 2.02 1.90 40 x 32 x 30 3430 34.86 33.34 1 31.30 0.86 192x11/2x92 300 1.41 1.41 1.16 1.13 40 x 40 x 13 3430 33.81 33.81 29.46 052 11/2 x 192 x 94 500 1.52 1.52 1.75 1.24 40 x 40 x 20 3430 38.61 38.61 44.43 056 192 x 11/2 x 1 500 1.65 1.65 1.80 1.30 40 x 40 x 23 3430 41.91 41.91 43.72 059 1 V2 x 1 '/2 x 1 I 300 1.82 1.82 1.88 1.48 40 x 40 x 32 3430 46,23 1 46,23 1 47.73 0.67 FIGURE 3205R - REDUCING TEE Nominal Size Max. Working Dimensions Approx. Wt. Each 1 x 2 x 3 Pressure. A B C In. (mm) PSI (kPa) In. (mm) In. (mm) In. (mm) lbs (kg) 192x11/2x2" 300 2.16 2.16 2.02 1.98 40 x 40 x 30 3430 34.86 34.86 31.30 0.90 2 x 1 x 2 500 2.25 2.02 2.25 2.15 5Ox25x50 3430 37,13 31.31 37,13 0.98 2 x 11/4 x 2 300 2.25 2.10 2.25 2.30 30 x 32 x 30 3430 37,13 33.34 37,13 1.04 2x11/2x1/2 500 1.49 1.41 1.88 1.50 30 x 40 x 13 3430 37,83 33.81 47,73 0.68 2 x 11/2x %4 500 1.60 132 1.97 1.62 30 x 40 x 20 3430 40.64 38.61 30.04 0.73 2x11/2x1 500 1.73 1.65 2.02 1.64 30 x 40 x 23 3430 43.94 41.91 31.31 0.74 2x11/2x11/ 300 1.90 1.82 2.10 1.80 30 x 40 x 32 3430 48.26 46.23 33.34 0.82 2 x 11/2x 11/2 300 2.02 1.94 2.16 2.00 30 x 40 x 40 3430 31.31 49.28 34.86 0.91 2 x 11/2 x 2 300 2.25 2.16 2.25 2.33 30 x 40 x 30 3430 37,13 34.86 37,13 1.07 2 x 2 x 1/2 500 1.49 1.49 1.88 1.60 5Ox50x15 3430 37,83 37,83 47,73 0.73 2x2xa/4 500 1.60 1.60 1.97 1.68 30 x 30 x 20 3430 40.64 40.64 30.04 0.76 2 x 2 x 1 500 1.73 1.73 2.02 1.85 30 x 30 x 23 3430 43.94 43.94 31.31 0.84 -Tx 2 x 194 500 1.90 1.90 2.10 2.04 30 x 30 x 32 3430 44.43 42.42 44.43 0.93 2 x 2 x 112 300 2.02 2.02 2.16 2.18 30 x 30 x 40 3430 44.43 42.42 44.43 0.99 ♦ Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings veraus pipe schedule, please visit anvilintl com or contact your local Anvil Representative. Part supplied as 'Bull Head Tee'. SPUDI-1.15 � DUCTILE IRON THREADED FITTINGS &Awg FIG. 3221 Coupling Nominal Srse Maximum Dimentol Approx. Wt. Each Contractor: Working Pressure. Engineer: Remarks: la (mM U Odd la (mM Ilse ft) 1 500 1.67 0.40 25 3450 4242 018 lY 500 1.93 0.57 32 3450 4902 026 10 500 2.15 075 40 3450 54 i 034 2500 2.53 1.15 SO 8450 aW 052 �—Working Pressure pati ngc are for reference only and bossed on &h. 40 pig. Fonhe latest UVULC,and FM Fre cure ratings versus pig schedule, pleaseY et amilln4com or contact your local Mnl Repreumalne ill<doillaRna� All —rintsnAnPS poacaauv Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME Ell 201 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE Duane iron finings have higher tensile strength than that of steel pipe Therefore, over tightening win rause damage to pipe threads which may cause leakage Ductile iron firings should be tightened approammely three turns beyond hand tight, but no more than lour wms. Project: []Approved Address: []Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl -1.15 � DUCTILE IRON THREADED FITTINGS &Awg FIG. 3221R Reducing Coupling �—Working Pressure Raii ngc are for reference only and baud on &h. 40 pip. For the latest UVULC,and FM Fre sure roti ngc versus pi W schedule, please dsit amillntLcom or contact Four local Mnl Repreumalne Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME Ell 201 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE. Duane Iron ftar,s have higher tarsi Is strength than that of steel pipe Therefore, over tighten nq win cause dam age to pipe threads whish may cause leakage . Duca Is iron finings should be tightened approve mately three turns beyond hand tight, but no more than four wins. Project: []Approved Address: []Approved as noted Nominal Srse Maximum Dimefsicat Approx. Wt. Each Submittal Date: Working Pressure Notes 2: la (mM U Odd la (mM Ilu ft) 1 X b 500 1.69 0.39 25x15 3450 4292 018 l x?6 500 1.69 0.53 25x20 3450 4292 024 1'Axy 500 2.06 0.64 32x20 3450 5232 029 �—Working Pressure Raii ngc are for reference only and baud on &h. 40 pip. For the latest UVULC,and FM Fre sure roti ngc versus pi W schedule, please dsit amillntLcom or contact Four local Mnl Repreumalne Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME Ell 201 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE. Duane Iron ftar,s have higher tarsi Is strength than that of steel pipe Therefore, over tighten nq win cause dam age to pipe threads whish may cause leakage . Duca Is iron finings should be tightened approve mately three turns beyond hand tight, but no more than four wins. Project: []Approved Address: []Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPFmis 19 � DUCTILE IRON THREADED FITTINGS &Awg FIG. 3388 Cored Plug Nominal Srse Maximum Dimefsiol Approx. Wt. Each Contractor: Working Pressure. Engineer: Remarks: la (mM U Odd la (mM Ile ft) Ys' 500 0.94 0.10 15 3450 23.87 005 y 500 1.07 0.17 20 3450 2717 008 1 500 1.25 0.28 25 3450 3175 013 lY 500 1.36 0.44 32 3450 3454 020 10 500 1.45 0.62 40 3450 3683 028 2 500 1.56 0.91 50 3450 3962 041 �—Working Pressure Ratings are for reference only and baud on &h. 40 pip. For the latest UVULC,and FM pressure ratings versus pipe schedule, pie rs, Yet andlln4com or contact your deal Mnl Repreuntarne Pan supplied asSold Plug Dimensions: ASME B16. 14 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B 1 21 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. ♦ Pressure Temperature Ratings In acoodance with MME B16 3 Class 1550 NOTICE. Ductile iron finings have higher tensile strength than that of steel pipe Therefore, over tightening can rause damage to pipe threads whish may cause leakage Ductile iron fittings should betightened approwmmely three turns beyond hand tight, but no more than four turns. Project: []Approved Address: []Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl 516 RODS & EYE RODS AIMM Fig. 146 (Formerly Afcon Fig. 650) Continuous Threaded Rod Size Range: '/4 through] TT Stocked In six, ten, and twelve foot lengths Other even foot lengths can be furnished to order Material: Carbon steel orStainless SteeI Gr 304 Threads: National Coarse (USS), rod threaded complete length. Finish:❑ Plain or❑ Zinc Plated (Hot -Dip Galvanized optional) Maximum Temperature: Zinc Plated 450°5 Stainless Steel 650' F Approvals: Complies with MSG SP -58. Ordering: Specify rod diameter and length, figure number, name and finish. Note: The acceptability of galvanized coatings at temperatures above 4507 is at the discretion of the end user Length A FIG. 146: DIMENSIONS (IN) a LOADS (LBS) a WEIGHTS (LBS) Rod Size A Threads per Inch Max Load 650°F Weight per Ft. Y4 28 248 8.12 Notes 1: 16 730 0.30 Y 13 1,350 0.53 '/e 11 2,160 0.84 10 3,230 1.20 9 4,480 1.70 L 8 5,900 2.30 7 9,500 3.60 6 13,800 5.10 Project: []Approved Address: [-]Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH -1 18 Beam Clamps Fig. 65 - Reversible Steel C -Type Beam Clamp 3/4" (19.omm) Throat Opening Fig. 65XT - Reversible Steel C -Type Beam Clamp 3/4" (19.omm) Throat Opening (bottom of page) Size Range: Fig. 65 - 1/2"-13 rod sizes, and 5/8"-11 rod sizes Fig. 65XT - 3/8"-16 rod size (see below) Material: Steel with hardened cup point set screw and jam nut Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (19.omm). Features: All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, 3/8"-16 rod will support 1/2" (15mm) thru 4" (1oomm) pipe 1/2"-13 rod will support thru 8" (200mm) pipe Finish: Plain. Contact B -Line for alternative finishes and materials. Order By: Figure number and finish Fig. 65 Patent #4,570,885 CY)TOLCO c&us LISTED Set Screw and Locknut Included Part Rod Size B C D E No. A in. (mm) in. (mm) in. (mm) in. (mm) 65-1/2 1/2"-13 11/2" (38.1) 3/4" (19.0) 1"" (25.4) 9/16" (14.3) I) 65-5/8 5/8"-11 11/2"" (38.1) 3/4"" (19.0) 1"" (25.4) 9/16"" (14.3) Part F Approx. Wt./100 No. in. (mm) Lbs. (kg) 65-1/2 11/4"" (31.7) 55 (24.9) 65-5/8 11/4"" (31.7) 55 (24.9) R Fig. 65XT-3/8 - Beam Clamp Feature: Extruded holes allows for more thread engagement of threaded rod and set screw. Weight: Approx. Wt./100 - 28.0 Lbs. (12.7kg) Finish: Plain or Electro -Galvanized Order By: Figure number and finish Approvals: Underwriters Laboratories Listed (cULus) and FM Approved (FM) for up to 4" (1oomm) pipe. Designed to meet or exceed requirements of FM DS 2-0. 1" / \ (25.4) 19/16' ®a (39.7) 3/Q' (19.0) Set Screw and 7/e' Locknut Included 13/8' (22.2) (34.9) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 13 B -Line by F:?*N Fig. 200 - "Trimline" Adjustable Band Hanger ut R rsrEo Fig. 20OR (Import) - "Trimline" Adjustable Band Hanger M w/Retainer Ring Size Range — 1/2" thru 8" pipe Material — Carbon Steel, Mil. Galvanized to G90 specifications Function — For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features — • (1/2" thru 2') Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is eas- ily installed around pipe. • (21/2" thru 8') Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals — Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW -H-171 E, Type 10 and Manufacturers Standardization Society SP -69, Type 10. Maximum Temperature — 650°F Finish — Mil. Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nub. Order By — Figure number and pipe size Note — Figure 20OR (import) with retainer ring and non -captured knurl nut. OFFICEMANUFACTURING FACILITY• 1375 SAMPSON AVE - CORONA, CA 92879•PH. 9517375599•TAX 951737FREE CUSTOMER SERVICE• 8007865266 www.Nlcocom I Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. WPIA 00 1/2 3/8 8mm or 10mm 31A 2% 400 11 3/4 3/8 8mm or 10mm 31A 21k 400 11 1 3/8 8mm or 10mm are 2% 400 12 11/4 3/8 8mm or 10mm 3/4 2N 400 13 Pk 3/8 8mm or 10mm 37A 27/8 400 14 2 3/8 8mm or 10mm 41h 3 400 15 21k 3/8 10mm SA 41/ 600 27 3 3/8 10mm 57A 4 600 29 3k 3/8 10mm 71A 51/4 600 34 4 3/8 10mm 71A 5 1000 35 5 1/2 12mm 91A 61/4 1250 66 6 1/2 12mm 1011A 6E/4 1250 73 8 1/2 12mm 131A 88'4 1250 136 OFFICEMANUFACTURING FACILITY• 1375 SAMPSON AVE - CORONA, CA 92879•PH. 9517375599•TAX 951737FREE CUSTOMER SERVICE• 8007865266 www.Nlcocom I niallable Model F1 FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model F1 FR56 Recessed Sprinkler Types Standard Spray Pendent Horizontal Sidewall Model F1 FR56 Concealed Sprinkler Types Standard Spray Pendent Model F1 FR42, F1 FRXLH & Fi FR28 Sprinkler Types Standard Spray Upright Standard Spray Pendent Model F1 FR40 Sprinkler Types Standard Spray Pendent Model F1 FR42, F1 FR40, F1 FRXLH & F1 FR28 Recessed Sprinkler Types Standard Spray Pendent Model F1 FR56LL & F1 FR42LL Low Lead Sprinkler Types Standard Spray Pendent with less than 0.25% Lead Content Listing & Approvals The following organizations provide Listings or Approvals for various Model F1 FR series sprinklers. See the Design and Installation table in this Bulletin for information on specific listings and approvals applicable to each sprin- kler. 1. Underwriters Laboratories Inc. and Certified for Canada (cULus) in accordance with ANSI/UL199. 2. FM Approvals (FM) 3. Loss Prevention Certification Board (LPCB) 4. VdS SchadenverhOtung GmbH (VdS) 5. Underwriters Laboratories Inc. and Underwriters Laboratories of Canada Certified for Health Effects to NSF/ANSI Standard 61 Annex G (ULH) 6. EC Certificate: 0786 -CPD -40239 (RA1414), 0786 - CPD -40251 (RA1425), 0786 -CPD -40252 (RA1475) (EC) UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler Bulletin 014 March 2019 Model F1 FR Series Quick Response Glass Bulb Sprinklers Upright Pendent Conventional Vertical Sidewall Horizontal Sidewall Recessed Pendent/F1/F2 'k" Recessed Concealed Recessed Horizontal Sidewall Pendent Pendent/FP 47671 XLH Upright XLH Pendent XLH Recessed Pendent F1/F2 Product Description Reliable Model F1 FR series sprinklers are quick -response automatic sprin- klers with a glass bulb thermal element. Model F1 FR series sprinklers are Stan- dard Spray sprinklers, with the excep- tion of the Model F1 FR56 Conventional XLH Recessed sprinkler which is an Old-style/Conven- Pendent FP tional sprinkler. The Model F1 FR Series automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrat- ed response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1 FR Series sprinklers to apply water to a fire faster than standard -response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 0 N O z. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Model F1 FR Series sprinklers provide a wide range of op- tions where quick response, glass bulb sprinklers are used: • Pendent, recessed pendent, upright, horizontal sidewall, and vertical sidewall deflectors • K -factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 metric), and 5.6 (80 metric) • Flush, recessed, and concealed installations See the Design and Installation Information table in this Bulletin for information on the approvals and availability of specific Model F1 FR series sprinkler configurations. Model F1FR Recessed Pendent and Recessed Horizon- tal Sidewall sprinklers are required to be used with Reliable Model F1, F2, or FP recessed escutcheons. See the Re- cessed Escutcheon Data table in this Bulletin for listing and approval information with each specific Model F1 FR series sprinkler. Model F1 and F2 recessed escutcheons, shown in Fig. 1 and 3, are a friction fit assembly allowing for 3/4 -inch (19mm) and 1/2 -inch (12.7mm) of adjustment, respectively. Model FP recessed escutcheons, shown in Fig. 2, provide a 1/2 -inch (12.7mm) threaded adjustment. Model F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed Pendent sprinklers are required to be used with Model CCP cover plates. A standard profile Model CCP cov- er plate is available that provides up to 1/2 -inch (12.7mm) of cover plate adjustment. In addition, a low profile Model CCP cover plate is also available that provides up to 5/16 -inch (8.Omm) of cover plate adjustment. See the Design and In- stallation Information and Listed and Approved Temperature Ratings tables in this Bulletin for further information on ap- proved cover plate options. Application Model F1FR Series sprinklers are intended for use in accordance with NFPA 13, FM Property Loss Prevention Data Sheets, and the requirements of the Authority Hav- ing Jurisdiction. Care must be exercised that the k -factor, temperature rating, deflector style, and sprinkler type are in accordance with the requirements of the applicable design and installation standards. In addition, Model F1 FR Series sprinklers must be used in accordance with their listings and approvals, as well as the information provided in this Bulletin. Installation Glass bulb sprinklers have orange bulb protectors or pro- tective caps to minimize bulb damage during shipping, han- dling and installation. Reliable sprinkler installation wrench- es are designed to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprin- kler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vul- nerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. 2. Model F1FR Series sprinklers must be installed with the Reliable sprinkler installation wrench identified in the Design and Installation Information table in this Bulletin. Any other wrench may damage the sprinkler. A leak tight sprinkler joint can be obtained with a torque of 8 to 18 Ib -ft (11 to 24 N -m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended installation torque may cause leakage or impairment of the sprinkler. Recessed Sprinklers Model F1 FR Series Recessed sprinklers are to be installed as shown in Fig. 1, Fig. 2, or Fig. 3, as applicable to the spe- cific model being installed. The Recessed Escutcheon Data table in the Bulletin identifies the only recessed escutcheons that are permitted to be used with each Model F1 FR Series Recessed sprinkler. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Concealed Sprinklers Model F1FR Series Concealed Pendent sprinklers are to be installed as shown in Fig. 4 or Fig. 5, as applicable to the selected cover plate. Model F1FR56 Concealed Pendent and Model Fl FR56LL Concealed Pendent sprinklers have a factory -installed Model CCP cup. A protective cap is in- stalled at the factory that should remain on the sprinkler until the sprinkler is installed and should then be reinstalled on the sprinkler until the cover plate is installed. The concealed sprinkler assemblies are completed by the installation of a Model CCP push-on/thread-off cover plate assembly. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded engage- ment. A choice of two Model CCP cover plate assemblies provides either 1/2 -inch (13mm) or 5/8 -inch (8mm) of cover adjustment. Do not install Model F1FR Series Concealed Pendent sprinklers in ceilings which have positive pressure in the space above. Model F1 FR Series Concealed Pendent sprinklers require a 2 -5/8 -inch (67mm) diameter hole to be cut in the ceiling. The Model GFR2 wrench is used to engage Hie sprinkler wrench- ing surfaces and to install Hie sprinkler in Hie fitting. Remove the protective cap to install Hie sprinkler, tiien reinstall Hie protective cap until Hie cover plate is installed. When inserting or remov- ing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to Hie sprinkler. Do not wrench any otiier part of the sprinkler/cup assembly. Installation is com- pleted by removing Hie protective cap from Hie sprinkler and pushing Hie cover plate onto Hie cup. Final adjustment is made by hand turning Hie cover plate until the skirt flange makes full contactwitii the ceiling. Cover plate removal requires turning Hie cover plate in Hie counter clockwise direction. After installation, inspect all sprinklers to ensure tiiat tiiere is a gap between Hie cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to Hie space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any concealed cover plate/cup assembly other than the Reliable Model CCP with Model F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed Pendent sprinklers or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. Technical Data: Sensitivity: Quick -response Thread Size: 1/2 -inch NPT standard, ISO 7-1`11/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Model Nominal K -factor Nominal Orifice Diameter Deflector/ Orientation Nominal Sprinkler Height Listings Installation Approval Wrench SIN and Notes Approvals US Metric inches mm inches mm Pendent 2.25 57 W2 RA1411 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 FlFR28 2.8 40 3/8 10 Upright 2.25 57 W2 RA1421 cULus 1,2 FlFR40 4.0 57 3/8 10 Pendent 2.25 57 W2 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 W2 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 FlFR42 4.2 60 7/16 10 Upright 2.25 1 57 W2 RA1423 cULus 1,2 FlFR42LL 4.2 60 7/16 10 Pendent 2.25 57 W2 RA1410 cULus, ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH FIFRXLH Pendent 2.25 57 W2 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 IRA1413 cULus 2 (F1FR42 4.2 60 7/16 10 with Pintle) Upright 2.25 57 W2 RA1423 cULus 1,2 Pendent 2.25 57 W2 RA1414 cULus,LM, 123,4 LPCB, VdS, EC Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM, 1 2 3,4 LPCB, VdS, EC Concealed Pendent 2.25 57 GFR2 RA1414 cULus,VdS,EC 5,6 FlFR56 5.6 80 1/2 15 Upright 2.25 57 W2 RA1425 cULus' FM, 123,4 LPCB, VdS, EC "Conventional (Pendent or Upright)" 2.25 57 W2 RA1475 LPCB, VdS, EC 4 Pendent 2.25 57 W2 RA1415 cULus, ULH 1 F1 FR56LL 5.6 80 1/2 15 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, ULH Concealed Pendent 2.25 57 GFR2 RA1415 cULus, ULH 6 Horizontal Sidewall 2.63 67 W2 RA1435 cULus, FM 1,2,3,7 FlFR56 5.6 80 1/2 15 Recessed Horizontal Sidewall 263 67 GFR2 RA1435 cULus,LM 8 FlFR56 5.6 80 1/2 15 Vertical Sidewall (Pendent or Upright) 225 57 W2 RA1485 cULus, FM, 1239 LPCB i1 cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. (1) cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. iii Available with FM approved Polyester coating in black or white. ^� Available with LPCB and VdS approved Polyester coating. VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 1 55o (68oC) temperature rated sprinklers only. VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2 -inch H2.7mm) adjustment Model CCP cover plate only. Model FlFR56 Concealed Pendent and Model FlFR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2 -inch (12.7mm) of adjustment or low profile with 5/16 -inch (8.0 mm) of adjustment. (7) cULus Listing of the F1 FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches H02mm to 305mm). FM Approval of the F1 FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. P) cULus Listing and FM Approval of the FlFR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. P) The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the FlFR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Model Ordinary Temp. Classification Deflector/ 100°F (38°C) Max. Ambient Orientation Tem . 135°F (57°C) 155°F (68°C) Tem . RatingTem . Ratin Oran a Bulb Red Bulb Intermediate Temp. Classification 150°F (65°C) Max. Ambient Tem . High Temp. Classification 225°F (107°C) Max. Ambient 175°F (79°C) Temp. Ratin 200°F (93°C) Temp. RatingRating 286°F (141°C) Temp. Yellow Bulb Green Bulb Blue Bulb Model FP Pendent cULus FlFR28 Recessed Pendent cULus Upright cULus Pendent VdS FlFR40 Recessed Pendent VdS (Fig. 1 & 3) Pendent cULus FlFR42 Recessed Pendent cULus Upright cULus Pendent cULus, ULH FlFR42LL Recessed Pendent cU L, s! ULH 1/2 -inch (12.7mm) 1/2 -inch (12.7mm) Pendent cULus FIFRXLH Recessed Pendent cULus adjustment Upright cULus adjustment Pendent cULus, FM, LPCB, VdS, EC FlFR28 Recessed Pendent cULus, FM, LPCB, VdS, EC cULus cULus Concealed Pendent* cULus cULus,VdS,EC I cULus RA1411 F1FR56 Upright cULus, FM, LPCB, VdS, EC VdS "Conventional LPCB, VdS, EC Pendent or Upright)" VdS Pendent cULus, ULH FlFR56LL Recessed Pendent cULus, ULH cULus Concealed Pendent* cULus, ULH cULus Horizontal Sidewall cULus, FM F1FR56 Recessed Horizontal cULus, FM Sidewall cULus, ULH F1FR56 Vertical Sidewall (Pen- cULus, FM, LPCB dent or Upright) Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F (74°C) temperature rated cover plate. Recessed Escutcheon Data 51 Listed and Approved Recessed Escutcheons Model F1 Model F2 Model FP Deflector/ Model (Fig. 1 & 3) (Fig. 1 & 3) (Fig. 2) SIN Orientation 3/4 -inch (19mm) 1/2 -inch (12.7mm) 1/2 -inch (12.7mm) adjustment adjustment adjustment FlFR28 Recessed Pendent cULus cULus cULus RA1411 FlFR40 Recessed Pendent VdS VdS VdS RA1418 FlFR42 Recessed Pendent cULus cULus cULus RA1413 FlFR42LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1410 FlFR42XLH Recessed Pendent cULus cULus cULus RA1413 FlFR56 Recessed Pendent cULus, LPCB, VdS, cULus, FM, LPCB, cULus, VdS, EC RA1414 EC VdS,EC FlFR56LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1415 FlFR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 51 TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH 8055 —\ F1 ESCUTCHEON��� 3/4 [19mm] ADJUSTMENT J1�FYKCICN'/�CU�� 2 1/4" HOLE ON. [51.2mm] 2 27/32" IM. []2.2mm] 1 " X i/2" REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = i [25.4mm] AT MINIMUM RECESS 3/8 [9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4[19mm] X72 AT MINIMUM RECESS = 3/8 [9.5mm] F1 ESCUTCHEON AT MAX/MUM RECESS = 7/8[22.2mm] [d2mm] AT MINIMUM RECESS = 1-5/8[41.3mm] F2 ESCUTCHEON AT MAX/MUM RECESS = 1-1/8 [28.6mm] AT MINIMUM Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & F1 FR28 Recessed Pendent sprinkler witli Model F1 or F2 escutcheon 1" X 1/2" REDUCER 2 5/8" DIA [66.7mm] HOLE IN CEILING 1 I 2 5/16" DIA [58.7mm] CUP L J CEILING FACE OF FITTING TO FACE OF CEILING 8 DIMENSION A7 MAXIMUM RECESS = 1-712 (38mm] AT MINIMUM RECESS = 1'T25.4mm] AT MAXIMUM RECESS = 9116'T14.Jmml Y2 [72.7mm] AT MINIMUM RECESS = 1 [25.4mm] ADJUSTMENT 3 1/4" NA. [82.6mm] RECESS = 1-5/8[41.3mm] Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & F1 FR28 Recessed Pendent sprinkler witli Model F1 or F2 escutcheon 1" X 1/2" REDUCER 2 5/8" DIA [66.7mm] HOLE IN CEILING 1 I 2 5/16" DIA [58.7mm] CUP L J CEILING FACE OF FITTING TO FACE OF CEILING 8 DIMENSION A7 MAXIMUM RECESS = 1-712 (38mm] AT MINIMUM RECESS = 1'T25.4mm] Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & F1 FR28 Recessed Pendent sprinkler witli Model FP escutcheon 5. AT MAXIMUM RECESS = 9116'T14.Jmml Y2 [72.7mm] AT MINIMUM RECESS = 1 [25.4mm] ADJUSTMENT 3 1/4" NA. [82.6mm] Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & F1 FR28 Recessed Pendent sprinkler witli Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1 [25.4mm] AT MINIMUM RECESS = 3/8 [9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4 [79mm] AT MINIMUM RECESS = 3/8 [9.5mm] 2 1/4" HOLE DIA. [57.2mm] 1" X 1/2" REDUCER I 1 15/16" DA.1 [49.2mm] TURN COLLAR UNTIL � TIGHT AGAINST SPRINKLER WRENCH BOSS. �F1 ESCUTCHEON AT MAXIMUM RECESS = 1-3/8 [34.9mm] AT MINIMUM RECESS = 2-1/16[52.4mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8 [41.3mm] 1/8" AT MINIMUM RECESS = 2-1/16[52.4mm] �q f[3.2mm] fil/�tYiIHL1 F1�CUTCHEON 3/4 [19mm] ADJUSTMENT F2 ESCUTCHEON 1/2 [12.7mm] ADJUSTMENT 1 (1) 4"-12" [101.6mm-J04.8mm] CEILING TO DEFLECTOR mamr RECESSED HSW W/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" - 6" [101.6MM - 152.4M,N1 CEILING TO DEFLECTOR WITH F2 ONLY. Fig. 3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler wits Model F1 or F2 escutcheon I" x 1/2" REDUCING TEE OR ELBOW 2 5/16" 01A — CUP � CEILING J 112- MAX. COVER ADJUSTMENT COVER PLATE ASSEMBLY SPRINKLER --j 3 5/76" DIA. — 2 5/8" DIA. HOLE IN CEILING 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION 75/16" CONCEALEDCONCEALED,1/2" ADJUSTMENT ADJUSTMENT 017FG01A Fig. 4 Model F1 FR56/1`1 FR56LL Concealed Pendent sprinkler with standard deptl 1/2 -inch (12.7mm) adjustment- Model CCP cover plate 6. 1 " x 1/2" REDUCING TEE OR ELBOW 2 5/16" DIA CUP � CEILING J 5/16' MAX. COVER ADJUSTMENT COVER PLATE — / ASSEMBLY 3 5/16" DIA. SPRINKLER - 2 5/8 " DIA. HOLE IN CEILING 1 1/2 " MAX. FACE OF FITTING TO FACE OF CEILING ADIMENSION 3/4„ CONCEALED, 5/16" ADJUSTMENT o„FGM Fig. 5 - Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16 -inch (8.Omm) adjustment- Model CCP cover plate Maintenance The Model F1 FR Series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Finishes (t) (1) Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi -gloss, unless specified otherwise. (1) cULus Listed only. (1) 200oF(93oO maximum. cULus listed "corrosion resistance" applies to SIN Numbers RA1435 LISW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. (s) FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. A LPCB and VdS Approved finish applies only to R41425, RA1414, RA 1418 (VdS) and RAI 475. (1) cULus listed Corrosion Resistant 7. Material Data Standard Finishes DZR Brass, QM Brass, or Low Lead Brass S rinkler Escutcheon Cover late0) Bronze Brass Chrome Chrome Plated I Chrome Plated White Polyester Coated SPA 1 White Painted Special Application Finishes Sprinkler Escutcheon Cover late0) Electroless Nickel PTFE(1) P Electroless Nickel PTFE Bright Brass Bright Brass(') Bright Brass Black Platin Black Plated Black Plated Black Paint Black Paintt`'ttvt Black Paint Off White Off Whitet`'ttvt Off White Satin Chrome Chrome Dull Chrome Dull (1) Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi -gloss, unless specified otherwise. (1) cULus Listed only. (1) 200oF(93oO maximum. cULus listed "corrosion resistance" applies to SIN Numbers RA1435 LISW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. (s) FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. A LPCB and VdS Approved finish applies only to R41425, RA1414, RA 1418 (VdS) and RAI 475. (1) cULus listed Corrosion Resistant 7. Material Data Frame: DZR Brass, QM Brass, or Low Lead Brass Deflector: CDA Alloy 220, 260, or 510 Load Screw\Pintle: CDA Alloy 360 or 544 Cup: CDA Alloy 651 or 693 Washer: Nickel Alloy 440 or 360, coated with PTFE Adhesive Tape Bulb: Glass Ordering Information Specify: 1. Sprinkler Model: [F1FR28][F1FR40][F1FR42] [F1 FR42LL1[F1 FRXLHI[F1 FR561[F1 FR56LL1 2. Sprinkler Deflector/Orientation: [Pendent][Recessed Pend ent][Upright][Conventional][Horizontal Sidewall] [Recessed Horizontal Sidewall][Vertical Sidewall] 3. Sprinkler threads: [1/2 -inch NPT][ISO 7-R1/2] 4. Sprinkler Temperature Rating: [135'F (57'C)][155'F (68'C)1[175'F (79'C)][200'F (93'C)1[286'F (141°C)1 5. Sprinkler Finish 6. Escutcheon Model: [F1][F2][FP] 7. Escutcheon Finish (where applicable) 8. Cover plate Model: [standard profile CCP 1/2 -inch (12.7mm) adjustment][low profile CCP 5/16 -inch (8.Omm) adjustment] 9. Cover plate Temperature Rating: [135'F (57°C) for use with Ordinary Temperature sprinklers][165'F (74°C) for use with Intermediate Temperature sprinklers] 10. Cover plate Finish Note: When Model F1FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. Reliable ... For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Flush automatic sprinklers • Recessed automatic sprinklers • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers • Open sprinklers • Spray nozzles • Alarm valves • Retarding chambers • Dry pipe valves • Accelerators for dry pipe valves • Mechanical sprinkler alarms • Electrical sprinkler alarm switches • Water flow detectors • Deluge valves • Detector check valves • Check valves • Electrical system • Sprinkler emergency cabinets • Sprinkler wrenches • Sprinkler escutcheons and guards • Inspectors test connections • Sight drains • Ball drips and drum drips • Control valve seals • Air maintenance devices • Air compressors • Pressure gauges • Identification signs • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co., Inc. ® Recycled ® (800) 431-1588 Sales Offices Paper Rel4i lab(800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 03/19 P/N 9999970300 Retia Ib e Fire Sprinkler Escutcheons Escutcheons enhance the appearance of fire sprinklers by cover- ing exposed fittings that are visible beyond finished ceilings and walls. Furnished to accommodate male pipe threads, the escutch- eon is held firmly in place by the sprinkler. The finishes provided are for decorative purposes and may weather or discolor when ex- posed to outdoor or corrosive conditions. Model B - One Piece Model B escutcheons are made of mild steel and are available in the finishes listed in Table B. The Model B is also available in stain- less steel, with or without polyester coating. • Diameter: 2-7/8" (73mm); Depth: 11/16" (17mm) • Sprinkler Thread Size: 1/2" and 3/4" Model C - One Piece Model C escutcheons are made of mild steel and are available in the finishes listed in Table B. • Diameter: 2-7/8" (73mm); Depth: 1/8" (3mm) • Sprinkler Thread Size: 1/2" Model HB - Two Piece Model HB escutcheons are made of mild steel and are available in the finishes listed in Table B. Telescoping design permits up to 1" (25mm) vertical adjustment for variations in the distance that sprinklers extend below the ceiling. • Diameter: 3-1/2" (89mm); Depth: 2" min. (51mm), 3" max. (76mm) • Sprinkler Thread Size: 1/2" or 3/4" Model F1 or F2 - Two piece Model F1 and F2 escutcheons are made of mild steel and are avail- able in the finishes listed in Table B. The Model F1 and F2 is also available in stainless steel, with or without polyester coating. Model F1 permits up to 3/4" (19mm) vertical adjustment and Model F2 permits up to 1/2" (12mm) vertical adjustment. • Diameter: 2-7/8" (73mm); Depth: F1 1-1/8" (29mm), F2 7/8" (22mm) Sprinkler Thread Size: 1/2" or 3/4" www.reliablesprinkler.com Bulletin 204 December 2019 Escutcheons Model B - One Piece Model C - One Piece • Model HB - Two Piece Model F1 or F2 - Two Piece Model FiS or 172S - Two piece Model F1S and F2S escutcheons are made of mild steel and are available in the finishes listed in Table B. Model F1 S permits up to 3/4" (19mm) vertical adjustment and Model F2S permits up to 1/2" (12mm) vertical adjustment. Oversized outer ring covers larger holes in ceiling that may be required for seismic pur- poses. Note: All Reliable fire sprinklers listed with Model F1 or F2 escutcheons may utilize the Model F1S or F2S escutcheon (respectively). • Diameter: 5" (127mm); Depth: F1S 1-1/8" (29mm), F2S 7/8" (22mm) • Sprinkler Thread Size: 1/2" or 3/4" Model FV - Two Piece Model FV escutcheons are made of mild steel and are available in the finishes listed in Table B. Model FV has 1/2" vertical ad- justment. Designed specifically for use with the Reliable LT56 and LT56L sprinklers. Note: All 1/2" NPT Reliable fire sprinklers that are cULus Listed with Model F2 escutcheons may use the Model FV escutcheon. • Diameter: 2-7/8" (73mm); Depth: 7/8" (22mm) • Sprinkler Thread Size: 1/2" Caution: The Model FV escutcheon is not intended for use where the space above the ceiling is positively pressurized with respect to the occupied space below. Model FP - Two piece Model FP escutcheons are made of mild steel with a galvanized cup. The Model FP is also available in stainless steel, with or with- out polyester coating. The escutcheon ring is available in the finishes listed in Table B. Push-on/thread-off feature permits up to 3/4" (19mm) vertical adjustment. • Diameter: 3-1/4" (83mm); Depth: 15/16" (24mm) • Sprinkler Thread Size: 1/2", 3/4", or 1" (for sprinkler Model N252EC only) Caution: The Model FP escutcheon is not intended for use where the space above the ceiling is positively pressurized with respect to the occupied space below. Extender Ring Extender Rings are made of mild steel and available in the finishes listed in Table B. They can be used with the escutcheons and cov- er plates listed in the Table A to cover openings in the ceiling larger than the escutcheon or cover plate. Extender Ring Compatibility Escutcheon or Cover Plate Inside Diameter of Extender Rig F1, F2 1-15/16" (49 mm) CCP FP, G4, G5, RFC, SWC, SWC2 2-7/16" (62 mm) Outer Diameter (Specify): 4-1/2" (114 mm) or 5-1/2" (140mm). Bulletin 204 December 2019 Model F 1 S or F2S - Two Piece Model FV - Two Piece I Model FP - Two Piece d' Extender Ring Page 2 of 3 www.reliablesprinkler.com Escutcheon Finishes Standard Finishes Special Application Finishes White Polyester Bright Brass Plated Chrome Plated Dull Chrome Plated Brass Plated Black Plated Black Polyester Custom Color Polyester Note: The Model FP escutcheon assembly consists of an unfinished galvanized cup with a finished escutcheon ring. Maintenance Escutcheons for listed recessed sprinklers must remain in place, and shall be replaced if found missing. Non -listed metallic trim rings for exposed sprinklers are often required for fire separation purposes and should be replaced if found missing. Approvals There are no listings or approvals required for non -recessed es- cutcheons such as the Model B and C one piece or the Model HB two piece escutcheon. These may be used with any exposed fire sprinkler installation made in accordancewith NFPA 13 require- ments. Escutcheons used with recessed sprinklers must be part of a listed sprinkler assembly. Refer to the appropriate technical bulletin of each sprinkler for this information. Ordering Information Specify: • Model • Stainless Steel (Model B, F1, F2, and FP) • Thread Size • Finish z Bulletin 204'_ Page 3 of 3 December 2019 IfCwww.reliablesprinkler.com Hialmlabld Product Description Sprinkler guards and water shields in this bulletin are independent components which are Listed or Approved with specific fire sprinklers. Sprinkler guards are designed to protect the sprinkler from damage due to incidental contact. Water shields are intended for use in racks or under grated walkways and prevent water from above from cooling and thereby delaying activation of the shielded sprinkler. Refer to the guard selection table in this bulletin and sprinkler technical bulletins for listing and approval information regarding sprinkler and guard combinations. Model C Guards and Guard/Shield Assemblies Model C-1 Guard This guard is used with pendent, upright, horizontal sidewall, and vertical sidewall sprinklers and does not incorporate a water shield. Model C-2 Guard This guards is used with non -recessed dry pendent sprinklers Model C-3 Guards This guard have a built-in water shield. When assembled to an upright sprinkler, the combination forms an upright intermediate sprinkler with guard. Model C-5 Guard/Shield Assembly This assembly is a Model C-1 guard supplied with either an S-1 (3-1/4" diameter) water shield threaded onto 1/2"" sprinkler threads, or an S-2 (3-1/4" diameter) water shield threaded onto 3/4" threads. The combination forms a pendent intermediate level sprinkler with guard. Model D Guards and Guard/Shield Assemblies Model D-1 Guard These guards are used with pendent, upright, and horizontal sidewall sprinklers and do not incorporate a water shield. Model D-3, D-6, and D-7 Guards These guards have a built-in water shield. When assembled to an upright sprinkler, the combination forms an upright intermediate sprinkler with guard. Model D-4 and D-5 Guard/Shield Assembly These assemblies are model D-1 guards supplied with either an S-1 (3-1/4" diameter) water shield threaded onto 1/2"" sprinkler threads, or an S-2 (3-1/4" diameter) water shield threaded onto 3/4" threads. The combination forms a pendent intermediate level sprinkler with guard. Bulletin 208 February 2020 Sprinkler Guards, Water Shields, and Guard/Shield Assemblies Example: Model D1 Sprinkler Guard Model D-8 Guard This guard is used with pendent sprinklers and does not incorporate a water shield. Model D-9 Guard/Shield Assembly This assembly is a Model D-8 guard supplied with an S-2 (3- 1/4" diameter) water shield that is threaded onto 3/4" sprinkler threads. The combination forms a pendent intermediate level sprinkler with guard. Model E and S Water Shields Model E and S Shields are threaded water shields designed to create a pendent intermediate level sprinkler when installed on an approved sprinkler. The water shields are UL listed and/or FM Approved with the sprinklers listed in Table A, Listed and Approved Sprinkler, Guard, and Water Shield Combinations. Model E-1 and S-1 Model E-1 and S-1 water shields are threaded onto 1/2" sprinkler inlet threads prior to installation Model E-2 and S-2 Model E-2 and S-2 water shields are threaded onto 3/4" sprinkler inlet threads prior to installation. Model E-3 and S-5 Model E-3 and S-5 water shields are threaded onto 1" sprinkler inlet threads prior to installation. Note: Model E water shields cannot be used with a guard. www.reliablesprinkler.com Model 22 and 25 Sprinkler Guards Model 22 and 25 sprinkler guards are FM Approved for in - rack installation only. Each guard is supplied with a 1" locknut that must be threaded onto the sprinkler prior to sprinkler installation. Where permitted by Table A, the guards may also be used in combination with the S-5 water shield which replaces the locknut. The guard is assembled to the sprinkler following installation of the sprinkler. Model F Sprinkler Guards and Water Shields The Model F Series sprinkler guards are supplied as kits to be assembled to the sprinkler at the job site before sprinkler installation. The kit consists of the guard, 1/2' and 3/4" locknuts (when used without a water shield) or a threaded water shield (when being used as an intermediate level pendent sprinkler). Model F Series guards are also available factory assembled on the sprinkler ready for immediate installation of the sprinkler and guard assembly. Model F-1, F-2, and F-7 These guards are used with pendent, upright, horizontal sidewall, and vertical sidewall sprinklers and do not incorporate a water shield. Model C-1 Guards Model C-2 Guards Bulletin 208 February 2020 Model F-3 Guard This guard has a built-in water shield. When assembled to an upright sprinkler, the combination forms an upright intermediate sprinkler with guard. Model F-5 Guard/Shield Assembly This assembly is a Model F-1 guard supplied with an S-1 (3- 1/4" diameter) water shield that is threaded onto 1/2" sprinkler threads. The combination forms a pendent intermediate level sprinkler with guard. Model F-6 Guard/Shield Assembly This assembly is a Model F-2 guard supplied with an S-2 (3- 1/4" diameter) water shield that is threaded onto 3/4" sprinkler threads. The combination forms a pendent intermediate level sprinkler with guard. Model F-8 Guard/Shield Assembly This assembly is a model F-7 guard supplied with either an S-1 (31/4" diameter) water shield which is threaded onto 1/2 sprinkler threads, or an S-2 (3-1/4" diameter) water shield threaded onto 3/4" threads. The combination forms a pendent intermediate level sprinkler with guard. 2y4' iro"mi Page 2 of 12 �. r e t i a bl e s pr i n kl e r. c o m Model C-3 Guards and Water Shield Model C-5 Guards and Water Shield Model D-1 Guard WOMN MOCELMMPoMYHI u�uMrt MIOWXMWELO VPoIgHI YgMMM &F1 BPPoMMEF uminm MgWNM M. F1 WMMYEP �n Aodel D-3 Guards and Water Shield KNOWN MODEL 0 SPRINKLER Umlow UPRIGHT MWD Bulletin 208 Page 3 of 12 February 2020 �.reliablesprinkler.com Model D-4 Guards and Water Shield i 3v4•[929MR] ENO MOOELGR WNR"INI PENDEM IMEMEDIATE m Model D-5 Guards and Water Shield maim w9wx xaD¢"w•xrtrNlxxlt•N wwm MDDEL%1m•xrtrxNN� MNIWN MODEL OFlE&4'NR EPIIINIOEN Pem"xmME"wiE PENMENTINIFAMEONTE Model D-6 Guards and Water Shield Model D-7 Guards and Water Shield i - 4-1/2• [114m ] Model D-8 Guard 2-3/4" MODEL O.4 I L4' NRSPWNN UPRIGHT INTERMMATE 3.5] waren SHOWN MODEL GLI 12 PENDENT 3/4" NPT SPRINKLER PE MWSPNINK Bulletin 208 February 2020 4-1/2" [714mm] SHOWN MODEL GL 112 OR UPRIGHr SPRINKLER Imm] Model D-9 Guard and Water Shield 3-1H'[E4S[ 312 [9.4[ MDO SHOWN MODEL GL772 PENDENT 3/4" NPT SPRINKLER PMDEW INIEPMEDIAI Page 4 of 12 �. r e t i a bl e s pr i n kl e r. c o m Vlodel E Water Shield E1: 1/2' NS0 ]-1R1/2 —\ E2: NKPTA/I5O ]-1113/4 E3:1' NPTp50 7-1 R1 THREADS Note: Model E water shields cannot be used with a guard. SHOWN MODEL F1FR LO SPRINKLER Model 22 Guard mr/ S-5 Shield svrma"mi Bulletin 208 February 2020 Model S Water Shield S-1: 1/2' NPrAS0 7-1R1/2 S-2: 314" NPt/IS0 7-1113/4 S5: 1' NPTASO ]-1R1 THREADS ®55VX 3-1/4" [83mm] S-1 8 S-2 4-1/2' [114mm] S8 SHOWN MODEL FIFR LO SPRINKLER Vlodel 25 Guard mr/ S-5 Shield �,rrn,+mml Page 5 of 12 www.reliablesprinkler.com vlodel F-1 Guard 112" NPT OR 314- NPT TS?EADS 12 IT 14 MPT TPP,DS //e- [60mm] I� ,-112- n l<m 1/2" NPT OR 3/4' NPT IHRGOS MODEL F-3 /EL Model F-6 Guard and Water Shield Model F-4 Gu: Model F-2 Guard - 112" NPT De C]3mN MODEL F-1 MODEL F-1 UPRIGHT PENDENT A M.l F -'i r.larrl //e- [60mm] I� ,-112- n l<m 1/2" NPT OR 3/4' NPT IHRGOS MODEL F-3 /EL Model F-6 Guard and Water Shield Model F-4 Gu: Model F-2 Guard - 112" NPT De 3/4" NET THREADS 6Jmm1 112' NPT AN 3/4" NPT THREADS 2J/8 []3mm] MODEL F-2 MODEL F-2 UPRGTT "NO£NZ 314" IT EEIDS 3-111' L96111 MODEL F-6 PENDENT INTERMEDIATE Model F-7 Guard MODEL F-7 PENDENT Bulletin 208 February 2020 MODEL F-4 HOR/TONTA sRFWA MODEL F-7 HORJ70 A SDFWA !PT THREADS NET 11HE1 Model F-5 Guard and Water Shield 1/2" IT rH 11 MODEL F-5 PENDENT INTERMEDIATE Model F-8 Guard and Water Shield MODEL F-8 PENDENT INTERMEDIATE 16" ml a- m] Page 6 of 12 wv1nN. r e t i a bl e s pr i n kl e r. c o m Listed and Approved Sprinkler, Guard, and Water Shield Combinations Note: see table notes on page 11. Bulletin 208 Page 7 of 12 February 2020 �.reliablesprinkler.coru Sprinkler Nominal Threads Sprinkler and Sprinkler Guard or Water Shield Types) Identification K-Factorgpm/psi'° Sensitivity(' NPT Guard or Water Modelo) Number SIN L/min/bar-) or ISO7-1 Shield ApprovalsR Model D-1 Guard cULus D-5 Guard and Shield S-2 Shield Pendent R1712 8.0(115) SR 3/4 C-1 Guard C-5 Guard and Shield F1 LO FM E-2 Shield S-2 Shield D-1 Guard Upright R1722 8.0(115) SR 3/4 cULus C-3 Guard and Shield D-3 Guard and Shield Pendent RA1311 2.8(40) SR 1/2 cULus D-1 Guard F128 Upright RA1321 2.8(40) SR 1/2 cULus D-1 Guard F142 Pendent RA1313 4.2(60) SR 1/2 cULus D-1 Guard Upright RA1323 4.2(60) SR 1/2 cULus D-1 Guard cULus D-1 Guard HSW RA1335 5.6(80) SR 1/2 FM C-1 Guard D-1 Guard cULus D-5 Guard and Shield S-1 Shield C-1 Guard C-5 Guard and Shield Pendent RA1314 5.6(80) SR 1/2 D-1 Guard F156 FM D-4 Guard and Shield D-5 Guard and Shield E-1 Shield S-1 Shield D-1 Guard cULus C-3 Guard and Shield Upright RA1325 5.6(80) SR 1/2 D-3 Guard and Shield C-1 Guard FM C-3 Guard and Shield VSW RA1385 5.6(80) SR 1/2 FM C-1 Guard D-1 Guard cULus D-5 Guard and Shield S-1 Shield C-1 Guard C-5 Guard and Shield Pendent RA6414 5.6(80) SR 1/2 D-1 Guard FM DA Guard and Shield F1-56SS D-5 Guard and Shield E-1 Shield S-1 Shield D-1 Guard cULus C-3 Guard and Shield Upright RA6424 5.6(80) SR 1/2 D-3 Guard and Shield C-1 Guard FM C-3 Guard and Shield D-1 Guard cULus D-5 Guard and Shield S-2 Shield Pendent RA6412 8.0(115) SR 3/4 C-1 Guard C-5 Guard and Shield F1-80SS FM E-2 Shield S-2 Shield D-1 Guard Upright RA6422 8.0(115) SR 3/4 cULus C-3 Guard and Shield D-3 Guard and Shield Note: see table notes on page 11. Bulletin 208 Page 7 of 12 February 2020 �.reliablesprinkler.coru Note: see table notes on page 11. Bulletin 208 Page 8 of 12 February 2020 �.reliablesprinkler.coru Sprinkler Nominal Threads Sprinkler and Sprinkler Guard or Water Shield Typea) Identification K -Factor gpm/psi- SensitivityA) NPT Guard or Water Modelo) Number SIN L/min/bar'° or ISO7-1 Shield rovalO) Model D-1 Guard cULus D-5 Guard and Shield S-2 Shield Pendent R3612 8.0(115) QR 3/4 C-1 Guard C-5 Guard and Shield FM F1FRLO E-2 Shield S-2 Shield D-1 Guard cULus D-3 Guard and Shield Upright R3622 8.0(115) QR 3/4 C-3 Guard and Shield FM C-1 Guard Pendent RA1411 2.8(40) QR 1/2 cULus D-1 Guard F1 FR28 Upright RA1421 2.8(40) QR 1/2 cULus D-1 Guard D-1 Guard Pendent R5612 8.0(115) QR 3/4 cULus D-5 Guard and Shield FlFR-300 S-2 Shield Upright R5622 8.0(115) QR 3/4 cULus D-1 Guard Pendent RA1413 4.2(60) QR 1/2 cULus D-1 Guard F1 FR42 Upright RA1423 4.2(60) QR 1/2 cULus D-1 Guard cULus D-1 Guard HSW RA1435 5.6(80) QR 1/2 FM C-1 Guard D-1 Guard cULus D-5 Guard and Shield S-1 Shield C-1 Guard C-5 Guard and Shield Pendent RA1414 5.6(80) QR 1/2 D-1 Guard F1 FR56 FM D4 Guard and Shield D-5 Guard and Shield E-1 Shield S-1 Shield D-1 Guard cULus C-3 Guard and Shield Upright RA1425 5.6(80) QR 1/2 D-3 Guard and Shield C-1 Guard FM C-3 Guard and Shield VSW RA1485 5.6(80) QR 1/2 FM C-1 Guard cULus D-1 Guard HSW RA2634 5.6(80) QR 1/2 FM C-1 Guard C-1 Guard C-5 Guard and Shield D-1 Guard Pendent RA2614 5.6(80) QR 1/2 D4 Guard and Shield FM FlFR56-300 D-5 Guard and Shield E-1 Shield S-1 Shield D-1 Guard cULus C-3 Guard and Shield Upright RA2625 5.6(80) QR 1/2 D-3 Guard and Shield C-1 Guard FM C-3 Guard and Shield D-1 Guard cULus D-5 Guard and Shield C-1 Guard Pendent RA6514 5.6(80) QR 1/2 C-5 Guard and Shield FM D-1 Guard D-4 Guard and Shield FlFR56SS D-5 Guard and Shield D-1 Guard cULus C-3 Guard and Shield Upright RA6524 5.6(80) QR 1/2 D-3 Guard and Shield C-1 Guard FM C-3 Guard and Shield Note: see table notes on page 11. Bulletin 208 Page 8 of 12 February 2020 �.reliablesprinkler.coru Sprinkler Model") Types) Sprinkler Identification Number SIN(L/min/bar-) Nominal K -Factor gpm/psi'° Sensitivity(' Threads NPT or ISO7-1 Sprinkler and Guard or Water Shield A rovals[°) Guard or Water Shield Model D-1 Guard cULus D-5 Guard and Shield S-2 Shield Pendent RA6412 8.0(115) QR 3/4 C-1 Guard F1FR80SS FM C-5 Guard and Shield E-2 Shield S-2 Shield Upright RA6522 8.0(115) QR 3/4 cULus C-1 Guard C-3 Guard and Shield FM C-1 Guard F3-56 Dry Pendent R5314 5.6(80) SR 1 cULus, FM C-2 Guard (5) F3QR56 Dry Pendent R5714 5.6(80) QR 1 cULus, FM C-2 Guard (5) R1231 2.8(40) SR 1/2 cULus D-1 Guard R1233 4.2(60) SR 1/2 cULus D-1 Guard HSW R1235 5.6(80) SR 1/2 cULus D-1 Guard FM C-1 Guard R1236 8.0(115) SR 1/2 cULus D-1 Guard R1237 8.0(115) SR 3/4 cULus D-1 Guard R1011 2.8(40) SR 1/2 cULus D-1 Guard FM C-1 Guard R1013 4.2(60) SR 1/2 cULus D-1 Guard D-1 Guard cULus D-5 Guard and Shield R1015 5.6(80) SR 1/2 S-1 Shield C-1 Guard FM C-5 Guard and Shield S-1 Shield Pendent R1016 8.0(115) SR 1/2 cULus D-1 Guard D-5 Guard and Shield FM C-1 Guard D-1 Guard cULus D-5 Guard and Shield G R1017 8.0(115) SR 3/4 S-2 Shield C-1 Guard FM C-5 Guard and Shield S-2 Shield R1021 2.8(40) SR 1/2 cULus D-1 Guard FM C-1 Guard R1023 4.2(60) SR 1/2 cULus D-1 Guard D-1 Guard cULus C-3 Guard and Shield R1025 5.6(80) SR 1/2 D-3 Guard and Shield FM C-1 Guard C-3 Guard and Shield Upright D-1 Guard R1026 8.0(115) SR 3/4 cULus C-3 Guard and Shield D-3 Guard and Shield FM C-1 Guard D-1 Guard cULus C-3 Guard and Shield R1027 8.0(115) SR 3/4 D-3 Guard and Shield FM C-1 Guard C-3 Guard and Shield VSW R1285 5.6(80) SR 1/2 FM C-1 Guard Note: see table notes on page 11. Bulletin 208 Page 9 of 12 February 2020 �.reliablesprinkler.coru Note: see table notes on page 11. Bulletin 208 Page 10 of 12 February 2020 �.reliablesprinkler.corum Sprinkler Nominal Threads Sprinkler and Sprinkler Guard or Water Shield Types Identification K -Factor gpm/psi- SensitivityA) NPT Guard or Water Model") Number SIN L/min/bar-) or ISO7-1 Shield A rovals[°) Model R3131 2.8(40) QR 1/2 cULus D-1 Guard R3133 4.2(60) QR 1/2 cULus D-1 Guard HSW R3135 5.6(80) QR 1/2 cULus D-1 Guard R3137 8.0(115) QR 3/4 cULus D-1 Guard R3111 2.8(40) QR 1/2 cULus D-1 Guard R3113 4.2(60) QR 1/2 cULus D-1 Guard D-1 Guard R3115 5.6(80) QR 1/2 cULus D-4 Guard and Shield Pendent S-1 Shield D-1 Guard cULus D-4 Guard and Shield GFR R3117 8.0(115) QR 3/4 S-2 Shield FM C-5 Guard and Shield R3121 2.8(40) QR 1/2 cULus D-1 Guard R3123 4.2(60) QR 1/2 cULus D-1 Guard C-3 Guard and Shield R3125 5.6(80) QR 1/2 cULus D-1Guard Upright D-3 Guard and Shield C-3 Guard and Shield cULus D-1 Guard R3127 8.0(115) QR 3/4 D-3 Guard and Shield FM C-3 Guard and Shield D-8 Guard Pendent R3216 11.2 (160) QR 3/4 FM D-9 Guard and Shield GL112 S-2 Shield Upright R3226 11.2 160 QR 3/4 FM D-7 Guard and Shield D-8 Guard Pendent R2916 11.2 (160) SR 3/4 FM D-9 Guard and Shield GXLO S-2 Shield cULus D-6 Guard and Shield Upright R2921 11.2 (160) SR 3/4 FM D-7 Guard and Shield 22 Guard (6) HL22Pendent RA1011 22.4 (320) ESFR 1 FM E-3 Shield (6)17) S-5 Shield (6)16) F-7 Guard cULus F-8 Guard and Shield S-1 Shield Pendent RA3614 5.6(80) QR 1/2 F-1 Guard FM F-5 Guard and Shield S-1 Shield KFR56 F-1 Guard cULus F-3 Guard and Shield Upright RA3624 5.6(80) QR 1/2 FM F-1 Guard F-3 Guard and Shield cULus F-7 Guard HSW RA3634 5.6(80) QR 1/2 FM F-4 Guard F-7 Guard Pendent RA3914 F-8 GuardNVater Shield S-1 Water Shield KFR56-300 5.6(80) QR 1/2 cULus Upright RA3924 F-1 Guard F-3 GuardNVater Shield HSW RA3934 F-7 Guard F-7 Guard cULus F-8 Guard and Shield S-2 Shield Pendent RA5412 8.0(115) QR 3/4 F-2 Guard FM F-6 Guard and Shield KFR80 S-2 Shield F-1 Guard cULus F-3 Guard and Shield Upright RA5422 8.0(115) QR 3/4 FM F-2 Guard F-3 Guard and Shield 25 Guard (6) N25 Pendent RA0912 25.2 (360) ESFR 1 FM E-3 Shield (6)17) S-5 Shield (6)16) Note: see table notes on page 11. Bulletin 208 Page 10 of 12 February 2020 �.reliablesprinkler.corum Notes: (1) Sprinkler guards and water shields are listed and approved only for use with specific sprinklers. The use of any other guards or water shields on these sprinklers may impede their operation or distribufion and negate all approvals and warranties. m HSW: Horizontal Sidewall; VSW: Verfical Sidewall * QR: Quick response; SR: Standard -response; ESFR: Early Supression Fast Response. In addition, NYC MEA Approvals for G2, G3, D-1, D-3, D-4, and D-5 guards and water shields. All UL Listed guards and water shields are approved for use in New York City in accordance with Local Law 33/2007. SSLApproval for G1, G2, and C-3 guards and water shields. IstModel C-2 guards are listed and work only with standard and HB type escutcheons. Model G2 guards cannot be used with FP or F1 recessed escutcheons I61FM Approved for intermediate -level use only, such as irrrack, under conveyors, mezzanines, or other similar obstrucfions. In Cannot be used in combination with the 22 or 25 Guard. (8)When used in combination with the 22 or 25 Guard, the S-5 Shield replaces the 1"lock washer provided with the guard. Listings & Approvals Refer to Table A. Listed and Approved Sprinkler, Guard, and Water Shield Combinations for information on Listings and Approvals applicable to each guard and water shield. 1. Listed by Underwriters Laboratories, Inc. and UL certified for Canada (cULus) 2. Certified by FM Approvals 3. NYC MEA 258-93-E 4. Scientific Services Laboratories (SSL, Australia)' For Models C1, C2, C3 guards. Installation Model C-1, C-2, and C-3 Guards Install the sprinkler in accordance with the applicable sprinkler installation instructions prior to installing the Model C guard. With both clips unhooked, slightly spread open the guard. Insert steel plate into the installed sprinkler between the threads and the wrench flats. The steel plate tabs should face the sprinkler wrench flats and four contact points engage the sprinkler neck. For Model C-2, the steel plate fits into the groove in each wrench flat and the guard is located by the notch in both steel plates. Snap the upper locking clip into place, then close the near clip. The guard is now securely installed in place. If locking clip requires too much force to snap closed or open, slightly flex the wires on both sides of the clip and either close or open the clip. Model C-5 Guard/Shield Assembly Prior to installing sprinkler into fitting, thread the Model S-1 (1/2") or S-2 (3/4") water shield onto the sprinkler. After installing sprinkler into fitting, install the Model C-1 Guard per the instructions above. Model D Guards Model D series guards and water shields are designed to be installed on the sprinkler prior to sprinkler installation. Assemble the guard on the sprinklers using the following technique: Bulletin 208 February 2020 With both cups unhooked, slightly spread open the guard. Insert steel plate into the installed sprinkler between the threads and the wrench flats. The steel plate tabs should face the sprinkler wrench flats and four contact points should engage the sprinkler neck. Snap the upper locking clip (steel plates) into place. Close the lower clip at the top of the guard and slide it down to the notch. After installing the guard, thread EITHER a 1/2" or 3/4" lock nut (for guard only) OR an S-1 (1/2") or S-2 (3/4") water shield (for guard/shield assembly) onto the sprinkler threads. The final assembly can then be installed into a fitting using only the wrench indicated in Table B "Wrench for Installation of Guard, Water Shield, and Sprinkler Assembly." The guard is more securely installed. Install the lock nut on to the NPT threads until the nut is securely against the guard. I tai GT r71 �rJFSt7'�9 iTC7 [: (8 Model E series water shields are designed to be installed on the sprinkler prior to sprinkler installation. The water shield and sprinkler assembly must be installed with the wrench indicated in Table B. Wrench for Installation of Guard, Water Shield, and Sprinkler Assembly. Thread the Model E water shield onto the sprinkler by hand until the water shield is securely against the sprinkler's wrench boss. The flat side of the water shield must face towards the sprinkler's wrench boss. Note: Model E water shields cannot be used with a guard. Model F Guards Model F series guards and guards with shields are designed to be installed on the sprinkler prior to installation. The assembly is then installed with the wrench indicated in Table B, Wrench for Installation of Guard, Water Shield, and Sprinkler Assembly. Models F-1, F-2, F-3, F-4 & F-7 Assemble the guard on the sprinklers using the technique described for the Model D-1, then install a 1/2" or 3/4" locking nut on the NPT threads until the nut is tight against the guard. Models F-5, F-6, & F-8 Assemble the guard on the sprinklers using the technique described for the Model Qi , then install a 1/2" or 3/4" threaded water shield on the NPT threads until the shield is tight against the guard. Page 11 of 12 www.reliablesprinkler.com Sprinkler Nominal Threads Sprinkler and Sprinkler TypeP Identification K -Factor gpm/psi'll Sensitivity NPT Guard or Water Guard or Water Shield Model^) Model Number SIN L/min/bar' or IS07-1 Shield A rovalsa) N252EG Pendent RA0842 25.2 360 QR 1 FM 25 Guard (6) Notes: (1) Sprinkler guards and water shields are listed and approved only for use with specific sprinklers. The use of any other guards or water shields on these sprinklers may impede their operation or distribufion and negate all approvals and warranties. m HSW: Horizontal Sidewall; VSW: Verfical Sidewall * QR: Quick response; SR: Standard -response; ESFR: Early Supression Fast Response. In addition, NYC MEA Approvals for G2, G3, D-1, D-3, D-4, and D-5 guards and water shields. All UL Listed guards and water shields are approved for use in New York City in accordance with Local Law 33/2007. SSLApproval for G1, G2, and C-3 guards and water shields. IstModel C-2 guards are listed and work only with standard and HB type escutcheons. Model G2 guards cannot be used with FP or F1 recessed escutcheons I61FM Approved for intermediate -level use only, such as irrrack, under conveyors, mezzanines, or other similar obstrucfions. In Cannot be used in combination with the 22 or 25 Guard. (8)When used in combination with the 22 or 25 Guard, the S-5 Shield replaces the 1"lock washer provided with the guard. Listings & Approvals Refer to Table A. Listed and Approved Sprinkler, Guard, and Water Shield Combinations for information on Listings and Approvals applicable to each guard and water shield. 1. Listed by Underwriters Laboratories, Inc. and UL certified for Canada (cULus) 2. Certified by FM Approvals 3. NYC MEA 258-93-E 4. Scientific Services Laboratories (SSL, Australia)' For Models C1, C2, C3 guards. Installation Model C-1, C-2, and C-3 Guards Install the sprinkler in accordance with the applicable sprinkler installation instructions prior to installing the Model C guard. With both clips unhooked, slightly spread open the guard. Insert steel plate into the installed sprinkler between the threads and the wrench flats. The steel plate tabs should face the sprinkler wrench flats and four contact points engage the sprinkler neck. For Model C-2, the steel plate fits into the groove in each wrench flat and the guard is located by the notch in both steel plates. Snap the upper locking clip into place, then close the near clip. The guard is now securely installed in place. If locking clip requires too much force to snap closed or open, slightly flex the wires on both sides of the clip and either close or open the clip. Model C-5 Guard/Shield Assembly Prior to installing sprinkler into fitting, thread the Model S-1 (1/2") or S-2 (3/4") water shield onto the sprinkler. After installing sprinkler into fitting, install the Model C-1 Guard per the instructions above. Model D Guards Model D series guards and water shields are designed to be installed on the sprinkler prior to sprinkler installation. Assemble the guard on the sprinklers using the following technique: Bulletin 208 February 2020 With both cups unhooked, slightly spread open the guard. Insert steel plate into the installed sprinkler between the threads and the wrench flats. The steel plate tabs should face the sprinkler wrench flats and four contact points should engage the sprinkler neck. Snap the upper locking clip (steel plates) into place. Close the lower clip at the top of the guard and slide it down to the notch. After installing the guard, thread EITHER a 1/2" or 3/4" lock nut (for guard only) OR an S-1 (1/2") or S-2 (3/4") water shield (for guard/shield assembly) onto the sprinkler threads. The final assembly can then be installed into a fitting using only the wrench indicated in Table B "Wrench for Installation of Guard, Water Shield, and Sprinkler Assembly." The guard is more securely installed. Install the lock nut on to the NPT threads until the nut is securely against the guard. I tai GT r71 �rJFSt7'�9 iTC7 [: (8 Model E series water shields are designed to be installed on the sprinkler prior to sprinkler installation. The water shield and sprinkler assembly must be installed with the wrench indicated in Table B. Wrench for Installation of Guard, Water Shield, and Sprinkler Assembly. Thread the Model E water shield onto the sprinkler by hand until the water shield is securely against the sprinkler's wrench boss. The flat side of the water shield must face towards the sprinkler's wrench boss. Note: Model E water shields cannot be used with a guard. Model F Guards Model F series guards and guards with shields are designed to be installed on the sprinkler prior to installation. The assembly is then installed with the wrench indicated in Table B, Wrench for Installation of Guard, Water Shield, and Sprinkler Assembly. Models F-1, F-2, F-3, F-4 & F-7 Assemble the guard on the sprinklers using the technique described for the Model D-1, then install a 1/2" or 3/4" locking nut on the NPT threads until the nut is tight against the guard. Models F-5, F-6, & F-8 Assemble the guard on the sprinklers using the technique described for the Model Qi , then install a 1/2" or 3/4" threaded water shield on the NPT threads until the shield is tight against the guard. Page 11 of 12 www.reliablesprinkler.com Model 22 & 25 Guards Install the provided locknut on the sprinkler threads prior to installation of the sprinkler. Install the sprinkler in accordance with the applicable sprinkler installation instructions. With both clips unhooked, slightly spread open the guard. Insert the guard over the installed sprinkler so that the base plate of the guard attaches to the wrench flats of the sprinkler. Connect both locking clips to the adjacent tines of the guard. Tighten the locknut against the base plate of the guard. Model S Water Shields Model S water shields are designed to be installed on the sprinkler prior to installation. Thread the Model S water shield onto the sprinkler by hand, making sure that the shield does not pass by the end of the threads near the wrench boss. Install the sprinkler/shield assembly with the wrench indicated in the appropriate Technical Bulletin for the sprinkler. Note: For all products incorporating a locknutfeature, the locknutis part of the listed assembly. Failure to install the lock - nut will void the listing of the product and may lower the impact tolerance of the device. Wrench for Installation of Guard, Water Shield, and Sprinkler Assembly Guard/ Water Shield Sprinklers* Required Wrench for Installation of Guard, Water Shield andSprinkler Assembly D-1 Approved 5.6 (80 met - ric) and smaller Nomi- nal K -factor sprinklers Model JD D -3 DA D-5 D-1 Approved 8.0 (115 metric) Nominal K -factor sprinklers Model J D-3 DA D-5 D-6 All Approved Sprinklers Model JV D-7 D-8 D-9 E-1 All Approved Sprinklers Model GFR2 E-2 F All Approved Sprinklers Model J `See Table A. Listed and Approved SprinWer, Guard, and Water Shield Combi- nations for information on sprinkers approved with each guard and water shield. Finish Standard Finish—Zinc with chromate dip. Other finishes quoted on request. Ordering Information Specify: • Guard or Water Shield Model • Finish (Standard or other) • Sprinkler Thread Size (Model D-4 & D-5 Only). • Installation Type: Kit or Factory Installed (Model D and F series only). • Wrench: Model J, JD, JV , or GFR2 wrench (See Table B - Model D, E, and F series only). Z a Bulletin 208 Page 12 of 12 February 2020 www.reliablesprinkler.com RODS & EYE RODS AIMM Fig. 146 (Formerly Afcon Fig. 650) Continuous Threaded Rod Size Range: '/4 through] TT Stocked In six, ten, and twelve foot lengths Other even foot lengths can be furnished to order Material: Carbon steel orStainless SteeI Gr 304 Threads: National Coarse (USS), rod threaded complete length. Finish:❑ Plain or❑ Zinc Plated (Hot -Dip Galvanized optional) Maximum Temperature: Zinc Plated 450°5 Stainless Steel 650' F Approvals: Complies with MSG SP -58. Ordering: Specify rod diameter and length, figure number, name and finish. Note: The acceptability of galvanized coatings at temperatures above 4507 is at the discretion of the end user Length A FIG. 146: DIMENSIONS (IN) a LOADS (LBS) a WEIGHTS (LBS) Rod Size A Threads per Inch Max Load 650°F Weight per Ft. Y4 28 248 8.12 Notes 1: 16 730 0.30 Y 13 1,350 0.53 '/e 11 2,160 0.84 10 3,230 1.20 9 4,480 1.70 L 8 5,900 2.30 7 9,500 3.60 6 13,800 5.10 Project: []Approved Address: [-]Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH -1 18 Beam Clamps Fig. 65 - Reversible Steel C -Type Beam Clamp 3/4" (19.omm) Throat Opening Fig. 65XT - Reversible Steel C -Type Beam Clamp 3/4" (19.omm) Throat Opening (bottom of page) Size Range: Fig. 65 - 1/2"-13 rod sizes, and 5/8"-11 rod sizes Fig. 65XT - 3/8"-16 rod size (see below) Material: Steel with hardened cup point set screw and jam nut Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (19.omm). Features: All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, 3/8"-16 rod will support 1/2" (15mm) thru 4" (1oomm) pipe 1/2"-13 rod will support thru 8" (200mm) pipe Finish: Plain. Contact B -Line for alternative finishes and materials. Order By: Figure number and finish Fig. 65 Patent #4,570,885 CY)TOLCO c&us LISTED Set Screw and Locknut Included Part Rod Size B C D E No. A in. (mm) in. (mm) in. (mm) in. (mm) 65-1/2 1/2"-13 11/2" (38.1) 3/4" (19.0) 1"" (25.4) 9/16" (14.3) I) 65-5/8 5/8"-11 11/2"" (38.1) 3/4"" (19.0) 1"" (25.4) 9/16"" (14.3) Part F Approx. Wt./100 No. in. (mm) Lbs. (kg) 65-1/2 11/4"" (31.7) 55 (24.9) 65-5/8 11/4"" (31.7) 55 (24.9) R Fig. 65XT-3/8 - Beam Clamp Feature: Extruded holes allows for more thread engagement of threaded rod and set screw. Weight: Approx. Wt./100 - 28.0 Lbs. (12.7kg) Finish: Plain or Electro -Galvanized Order By: Figure number and finish Approvals: Underwriters Laboratories Listed (cULus) and FM Approved (FM) for up to 4" (1oomm) pipe. Designed to meet or exceed requirements of FM DS 2-0. 1" / \ (25.4) 19/16' ®a (39.7) 3/Q' (19.0) Set Screw and 7/e' Locknut Included 13/8' (22.2) (34.9) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 13 B -Line by F:?*N Fig. 200 - "Trimline" Adjustable Band Hanger ut R rsrEo Fig. 20OR (Import) - "Trimline" Adjustable Band Hanger M w/Retainer Ring Size Range — 1/2" thru 8" pipe Material — Carbon Steel, Mil. Galvanized to G90 specifications Function — For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features — • (1/2" thru 2') Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is eas- ily installed around pipe. • (21/2" thru 8') Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals — Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW -H-171 E, Type 10 and Manufacturers Standardization Society SP -69, Type 10. Maximum Temperature — 650°F Finish — Mil. Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nub. Order By — Figure number and pipe size Note — Figure 20OR (import) with retainer ring and non -captured knurl nut. OFFICEMANUFACTURING FACILITY• 1375 SAMPSON AVE - CORONA, CA 92879•PH. 9517375599•TAX 951737FREE CUSTOMER SERVICE• 8007865266 www.Nlcocom I Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. WPIA 00 1/2 3/8 8mm or 10mm 31A 2% 400 11 3/4 3/8 8mm or 10mm 31A 21k 400 11 1 3/8 8mm or 10mm are 2% 400 12 11/4 3/8 8mm or 10mm 3/4 2N 400 13 Pk 3/8 8mm or 10mm 37A 27/8 400 14 2 3/8 8mm or 10mm 41h 3 400 15 21k 3/8 10mm SA 41/ 600 27 3 3/8 10mm 57A 4 600 29 3k 3/8 10mm 71A 51/4 600 34 4 3/8 10mm 71A 5 1000 35 5 1/2 12mm 91A 61/4 1250 66 6 1/2 12mm 1011A 6E/4 1250 73 8 1/2 12mm 131A 88'4 1250 136 OFFICEMANUFACTURING FACILITY• 1375 SAMPSON AVE - CORONA, CA 92879•PH. 9517375599•TAX 951737FREE CUSTOMER SERVICE• 8007865266 www.Nlcocom I ®® I s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: f ''�-" w �_ 0 `---- Job Address: UK) ` V7> f Permit Number: r' ll t ❑ No one available for inspection: Time I i AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at; http✓/www. ci. wheatridge. co. usfinspection Date:` 1y ,-� "L • Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE ? Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ' Job Address: y��,L Permit Number: '7j i 6 Ti' '� •� � Lm � •� erg +V�. P i J �[✓ 0 �( ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes ,N'o When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge.co. usrnspection Date: a " L 0 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 82 - —C �Ca Job Address: Permit Number: k ❑ No one available for inspection: Time-' s ; €" ` _-AM1PM Re -Inspection required:, /YesJ No When corrections have been made, sch ule for re -inspection online at. h ttp✓/www. ci. wheatridge. co. usrnspecti Dat _ Inspe. N* 41 'CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: CICI zc, z U cc) N D No one available for inspection: Time AM/.PM Re -Inspection required: No When corrections have been made, schedule for re -inspection online at: hUpYA,vww, ci. wheatridge.co.uslinspection Date:- 7-1/- �""— Inspector: l-` 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: Ll No one available for inspection: Time /PM Re -Inspection required: Yes C N When corrections have been de, sc ule for ecti r" at: http //www.ci.wheatridge.Co.uet ectio Sct f DO NOT I4fMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: '. or ye, n a. saF U No one available for inspection: Timet _ AM/PM Re -inspection required: Yes No When corrections have been made, schedule for re -inspection online at: hffpYAvww.ci. wheatridge.co.uslinspection C;i Date:- - �-,r Inspector: - DO NOT REMOVE THIS NOTICE ' . City of Wheat Ridge Comm. Tenant Finish PERMIT - 202000899 PERMIT NO: 202000899 ISSUED: 05/26/2020 JOB ADDRESS: 6161 W 44th Ave Suite 150 EXPIRES: 05/26/2021 JOB DESCRIPTION: Removing 4 of the existing restrooms. Demo walls in and around existing plumbing locations - sinks, toilets, urinals, stall partitions, ADA restrooms, 2 showers one of which will. be ADA compliant. No changes to mechanical, rough plumbing, sprinkler system, fire alarm, existing, exit lighting, fire extinguishers. 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. Sq ft: 5,000 *** CONTACTS *** OWNER (303)523-5354 B & R BLAKE LLC GC (303)888-2968 MIKE MUELLER 090040 FIVE STAR CONTRACTING LLC SUB (303)42.3-7905 TIMOTHY BARTELS 017674 B&B HEATING & A/C SUB (303)587--2049 JUELL SEIDEL 110222 SEIDEL ELECTRIC LLC SUB (303)995-0486 RANDY LANE 060141 RNR PLUMBING, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 75,000.00 FEES Total Valuation 0.00 Plan Review Fee 605.02 Use Tax 1,575.00 Permit Fee 930.80 Investigative Fees 930.80 ** TOTAL ** 4,041.62 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. 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 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. DESCRIPTION: City of Wheat Ridge Comm. Tenant Finish PERMIT - 202000899 202000899 ISSUED: 05/26/2020 6161 W 44th Ave Suite 1.50 EXPIRES: 05/26/2021 Removing 4 of the existing restroom:. Demo walls in and around existing plumbing locations - sinks, toilets, urinals, stall partitions, ADA restrooms, 2 showers one of which will be ADA compliant. No changes to mechanical, rough plumbing, sprinkler system, fire alarm, existing, exit lighting, .fire extinguishers. Sq ft: 5,000 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 authorizes to obtain this permit and perform the work described and approved in conjunction with this permzt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po plans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 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 issua r granting of ermit shall not be construed to be a permit for or an approval of, an violation of any provision of any applicab c e o any ord ce or regulation of this jurisdiction. Approval of work is of 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 Farm is Subject: Online Form Submittal: Commercial Interior Remodel/Tenant Finish Date: Thursday, May 14, 2020 12:31:09 PM Commercial Interior Remodel/Tenant Finish Application for Commercial Remodel/Tenant Finish This application is for Commercial Remodels and Tenant Finishes. Do not being work until the permit has been issued to the General Contractor. Required to Submit Proof of Submission to Fire Department Proof of Submission to West Metro Fire Protection District 6161W44th Permit.Ddf Fire Department Begin Application PROPERTY INFORMATION Property Address 6161 West 44th Ave Suite 150 Property Owner Name Bruce Maleki Property Owner Phone 303-523-5354 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email malekibruce@yahoo.com Address Attach City of Wheat oavment form.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Contact Name of Mike Mueller Person Submitting Application What is your role in the General contractor project? Wheat Ridge 090040 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 303-888-2968 (enter WITH dashes, eg 303-123-4567) Contact Email Address MIKEFIVESTARCO@AOL.COM for Plan Review Questions Retype Contact Email MIKEFIVESTARCO@AOL.COM Address DESCRIPTION OF WORK Is this for a new Yes tenant? Name of Tenant 10th Planet Denver LLC Detailed Scope of Removing 4 of the existing restrooms per the drawings. No Work - Provide a changes in use of the space. Square footage of area in detailed description of construction 5,00 sf. Demo walls in and around existing plumbing work including locations - sinks, toilets, urinals, stall partitions, grab bars, FRP, mechanical, electrical, drywall. Install new framing to install men and women's ADA plumbing work restrooms, 2 showers one of which will be ADA compliant, drywall, tape, finish, FRP, structural ceiling above ADA occurring, restrooms, VCT tile, underground plumbing, sink tops, sinks, adding/removing walls, toilets, urinals, stall partitions, grab bars, soap dispensers, paper etc towel dispensers, drinking fountain, doors, LED lighting, switches, GFIC & receptacles, 15 ton RTU on a concrete pad, 70amp disconnect, new duct work, modify sprinkler system, modify alarm system. No changes to mechanical, rough plumbing, sprinkler system, fire alarm, existing, exit lighting, fire extinguishers. Location of Work restrooms Square Footage Area 5,000 of Work Being Performed Asbestos Report - if F3 Clearance Report for 6161 West 44th Avenue Wheat R dae applicable C01`45731 M.Dd Construction Plans Plan Set City Flre ndf scanned on 11 N17" or larger Project Value (contract $75,000 value or cost of ALL materials and labor) ,9lei uG\ Lei :».]0111101.7A:;NIF-a01.lnEel Ga01owmel:»:1r�d:10r1 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 Mike Mueller Permit Email not displaying correctly? View it in your browser. West Metro Fire Protection District 433 S. Allison Pkwy. uxnm Lakewood, CO 80226 Phone: 303.989.4307 vewiweshnetrofire.orm N/VICBt Metro Fire Rescue Tenant Finish/Improvement Permit Application **NEW INFORMATION —PLEASE READ** **A West Metro Fire Rescue New Building or Tenant Improvement permit SHALL be approved, issued and paid for PRIOR to any required deferred submittal reviews for that project* * **NO field work of any kind shall be allowed without an approved Permit and stamped plans on site. Work Performed without a permit may be assessed an additional fee.** 6. APPLICANT INFORMATION company Name: Five Star Contracting LLC Icontact Parann: Mike Mueller Project Name/Tenant: Vacant- New Tenant 10th Planet Denver LLC Project Add. (Include Shite #): 6161 W 44th Ave Suite 150 city: Wheat Ridge Stii CO ZIP code: 80033 Penne: 303 888 2968 Email: mikefivestarco@aol.com Design Professional (if applicable): Five Star Contracting LLC Phone: 303 888 2968 Email:m ikefivestarco@aol.com PROJECT INFORMATION (CHECK ALL THAT APPLY) Ocarpancy m A-_ 0 B 0 E O F-_ 0 H-_ Classification(s): 0 I- 0 M 0 R- 0 S- 0 U Type of Building: 0 New Building m Existing Building Fire Prokectian Systems : Suppression m Fre Detection Systran O Standpipe 0 0trtlerl Flood 0 Other: Stene Design Standard: 0 200) ffC 0 2012 ffC 0 2015 IFC 0 20181Fc squareFootage of Project: 5,000 Description of Work/Scope of Wail Remove existing restrooms. Install new ADA restrooms, 1 ADA Shower, 1 shower, New RTU on the ground modify sprinkle 0 Expedited Review Request ($240.00 fee) 0 Small Project Review Request ($112.50 fee) *Must meet qualifications for this review type 0 Click HERE to view the Expedite Review document detailing these review types. Check the box to confirm you've read the information. SUBMITTAL INFORMATION REQUIRED (NOT AN ALL-INCLUSIVE LIST) m Construction plans and documents shall be campl to and of suf tient darty to indicate the location, nature and edent of Ule work proposed and show in detail compliance with the applicable codes, standards and amendments. m Electronic Plans to Sole — One Set Depicting Existing conditions, Uemdition Plan, and Proposed New Conditions: m Include Mechanical, Electrical & Plumbing Mans (MEPs) m Written Scope of Work 0 WII & Proper Code Analysis m life Safety/Egress & Exit Plan m I, the applicant, verify that plans have been fully unlocked and unsecured at the time of plan submittal. DIFFERED SUBMITTALS/PERMITS SHALL BE REQUIRED FOR THE FOLLOWING WORK Fire Detection Systems Fire Suppression Systems Underground Fire Line Access Control Systass Medical Gas Systems Kitchen Hood Suppression System Emergency Responder/Radia Amplification Systems Photovoltaic/Solar Power Systems BY SIGNING BELOW, I CERTIFY THAT: I have thoroughly read and understand all information on this Permit Application and that all information supplied is true and correct to the best of my knowledge. I understand that Construction Plans and Documents shall be complete and of sufficient clarity to indicate the location, nature and extent of the work proposed and show in detail compliance with the applicable codes, standards and amendments. If this is not the case, my plans may be rejected and a re -submittal fee may be assessed. Review and approval by the Fire Code Official shall not relieve the applicant of the responsibility of compliance with applicable codes, standards and amendments. Signabrreia Applicant: Date: 5/14/2020 Plan review comments and status regarding projects are available by logging in to your contractor portal at www.mobile- eves.com/PA Index.aso?Submit=L000n . Feb -20 5366 Godding Hollow Pkwy EARTH ENERGY ENVIRONMENT (E3) Longmont, co 80504 Local: 303.902-5851 Industrial Hygiene and Environmental Engineering December 11, 2017 All Around Abatement Subject: Clearance Report Commercial Building 6161 West 44th Avenue Wheat Ridge, CO Dear Alma: Following is the project completion report for the work area at 6161 West 44th Avenue, Wheat Ridge, CO. The purpose of this report is to document this remediation project was successfully completed, and indoor asbestos amplification was not occurring in the work area. An Industrial Hygienist for Earth Energy Environment (E3) performed the remediation project completion inspection and testing procedures. The remediation work areas (Ground Floor and 2nd Floor Areas) were visually inspected in order to confirm the scope of work was properly followed and completed. The containments were also visually inspected to verify breaches and/or defects were not present. Phase Contrast Microscopy (PCM) samples were collected in accordance with the National Institute for Occupational Safety and Health (NIOSH) method 7400 using cassettes (standard 3 piece, 25 mm dia., 0.8 um MCE filter) purchased from Zefon International, Inc. The asbestos concentrations in the containment were calculated as airborne fibers per cubic centimeter of air (F/cc). Table 1 provides a summary of the sample numbers, sample volumes, and calculated concentrations. The National Emission Standards for Hazardous Air Pollutants (NESHAP) clearance standard is 0.01 F/cc. Visual inspection confirmed that no asbestos -containing debris was observed in the work areas. The PCM clearance air sample results were all below the NESHAP clearance standard of 0.01 F/cc. Based on the information presented above, E3 concludes the asbestos abatement in the work area has been successfully completed, and the work area may be reoccupied after build back. City of Wheat Ridge Building Division 5/21/2020 R.S. LBP Clearance Page 2 of 2 TABLE 1: PCM CLEARANCE AIR SAMPLING RESULTS Date Unit/ Area Sample # CL -120917-1 Descrmiple VoluSamme *Fibers/cc Air Clearance at: 1155 0.001 CL -120917-2 Inside 1145 0.003 6161 West 44th CL -120917-3 Containment 1130 0.003 Avenue, Wheat CL -120917-4 1140 0.003 Ridge, CO CL -120917-5 1175 0.004 (1st Floor Area) BLK-1 Blanks - BRL BLK-2 - BRL December 9, 2017 Air Clearance at: CL -120917-6 915 0.004 CL -120917-7 Inside 925 0.001 6161 West 44th CL -120917-8 Containment 930 0.004 Avenue, Wheat CL -120917-9 940 0.004 Ridge, CO CL -120917-10 955 0.005 (2nd Floor Area) BLK-1 Blanks - BRL BLK-2 - BRL *BRL denotes "Below Reporting Limits". The PCM Colorado Department of Public Health and Environment (CDPHE) clearance standard is 0.01 F/cc. Thank you for allowing E3 the opportunity to provide environmental services to you. If you have questions or require additional information, do not hesitate to contact me directly at (303) 478-0922. Sincerely, Art Willden Certified Air Monitoring Specialist No. 20138 City of Wheat Ridge Building Division OL ENGINEERING, INC. 9100 WEST JE:MIELL AYE *200 LAKEWOOD CO80232 720440.9450 Calculations for Bathroom Remodel at 6161 W. 44th Ave. Wheat Ridge, CO 80033 Job # 2020-7513 TABLE OF CONTENTS: Design Criteria/Project Narrative Bathroom Joist Calculations Interior Wall Bearing Check End Wall Bearing Check Digitally signed by Daniel V a n i e I CN=Daniel Le LeMier Reason: document Location: Date: 2021 " 35393 Prepared by Ryan Arp, EIT 4/30/2020 Pg. 2 Pg. 3 Pg. 4-S Pg. 6-7 IrzI E_� of __ <.:-r4- . City of W heat Rjdge COMMUNITY DEVELOPMENT APPROVED Reviewed for Code Compliance Randy Slusser 5/19/2020 Plans Examiner Date Widitr of oe mil: The isuaoce o/ o pernW or gpprovaf of pons sW41knftnis and c purohons shop not be a permit fon, or an epiamol of, any Notation go any of the prow/skins 4 the burMMg code or of o(fy Cby ordinances. Permbe presumrrg to Ww outhafty to Woh* or motel the Fainsogs of tfk /utWnp codes or oMer onowoos of Me otyshob not be rebd Calculations package created under the direct supervision of Daniel LeMier, F.E. Calculation documents are valid for a single use at the project location and shall not be reused, copied, or reproduced without written approval of the registered design professional in reasonable charge. 1 OL ENGINEERING, INC. Design Criteria 1. Model Building Code 1.1. IBC 2018 1.2. City of Wheat Ridge Amendments 2. Dead Loads 2.1. Floor Dead: 10 psf 2.2. Wall Dead: 10 psf 3. Live Loads 3.1. Floor: 100 psf 4. Handrail: 200 Ib point load 5. Seismic Loads 5.1. Seismic Design Category: B 5.2. Site Class: "D" per USGS 6. Soil Bearing Capacities 6.1. Soil Bearing Capacity: 1,500 psf Project Narrative: An existing restroom facility located at the interior of an existing warehouse building being used as a karate studio is to be redesigned to accommodate handicap accessibility requirements. The roof of the bathroom structure will be designed to accommodate full 100psf commercial floor loads as the owner has mentioned they may turn the rooftop area into a viewing platform at a future date. The existing concrete slab is to be cut at the dimensions noted in the plans to allow for an isolated footing with adequate capacity to support the loads from the new bathroom framing. City of Wheat Ridge Building Division �,iI FO R T E CM MEMBER REPORT PASSED Level, Floor: Joist - Bathroom Ceiling 1 pieces) 9 1/2" T7I@ 110 @ 16" OC Overall Length: 18'5 1/4" 8'7 1/2" lu 0 8'71/2' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual O Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 1652 @ 9'2 5/8" 2350 (5.25") Passed (70%) 1.00 1.0 D + 1.0 L (All Spans) Shear (lbs) 708 @ 9' 61/4" 1342 Passed (53%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) -1488 @ 9' 2 5/8" 2500 Passed (60%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.099 @ 4' 5 9/16" 0.300 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) 0.106 @ 4' 5 1/4" 0.451 Passed (L/999+) - 1.0 D + 1.0 L (Alt Spans) TJ -Pro— Rating 1 61 40 Passed • Deflection criteria: LL (L/360) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 4'9" o/c based on loads applied, unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 1" o/c based on loads applied, unless detailed otherwise. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge TM Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ -Pro" Rating include: None. Supports Total Bearing Length Available Required Loads to Supports (lbs) Dead Floor Live Total Aries 1- Stud wall - HF 3.50" 2.25" 1.75" 48 553/-61 601/-61 11/4" Rim Board 2 - Stud wall- HF 7.25" 7.25" 3.50" 150 1502 1652 None 3 - Stud wall - HF 3.50" 2.25" 1.75" 48 553/-61 601/-61 11/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Vertical Load Location (Side) Spacing Dead (0.90) Floor Lire (1.00) Comments 1- Uniform (PSF) I 0 to 18' 5 1/4" 16" 10.0 100.0 Default Load System: Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology: ASD Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation Is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Ryan Arp DL Engineering (720)440-9450 7rarp@dlengineer.com Weyedraeuser 4/30/2020 9:40"LITC ForteWEB v2.4, Engine: VS.O.l,�,.pata: at 2i g File Name: Bah om ramllitJ BuildirfLEIGAais(ign FOUNDATION ANALYSIS & DESIGN (ACI318) FOOTING ANALYSIS Length of foundation; Width of foundation; Foundation area; Depth of foundation; Depth of soil over foundation; Density of concrete; 1.316 ksf Lx=1ft Ly = 1 ft A=LxxLy=1ft2 h=bin hsoii = 0 in Yconc = 150.0 Ib/ft3 Wall no.1 details Width of wall; ly1 = 7.25 in position in y-axis; y1 = 5.998 in Soil properties Gross allowable bearing pressure; clallow_Gross = 1.5 ksf Density of soil; ysoll = 120.0 lb/ft' Angle of internal friction; �b = 30.0 deg Design base friction angle; Sbb = 30.0 deg Coefficient of base friction; tan(Sbb) = 0.577 1.314 ksf Tedds calculation version 3.2.09 City of Wteat Ridge Building Division Foundation loads Self weight; Wall no.1 loads per linear foot Dead load in z; Live load in z; Footing analysis for soil and stability Load combinations per ASCE 7-16 1.013(0.125) 1.013 + 1.01- (0.877) Combination 2 results: 1.01) + 1.01- Forces .0LForces on foundation per linear foot Force in z-axis; Moments on foundation per linear foot Moment in y-axis, about y is 0; Uplift verification Vertical force; Stability against sliding Resistance due to base friction; Bearing resistance Eccentricity of base reaction Eccentricity of base reaction in y-axis; Strip base pressures Minimum base pressure; Maximum base pressure; Allowable bearing capacity Allowable bearing capacity; Fsm = h x yconc = 75 psf FDzi = 0.1 kips FLzi = 1.1 kips Fdz = YD x A x Fsm + YD x FDzl + YL x FLz1 = 1.3 kips May=yDx AxFsm xLy/2+yDx(FDzi xYl) +yLx(FLzixyi) = 0.7 kip_ft Fdz = 1.315 kips PASS - Foundation is not subject to uplift FRFrictlon = max(Fdz, 0 kN) x tan(Sbb) = 0.759 kips edy=May/Fdz -Ly/2=-0.002 in ql= Fdz x(1-6xedylLy) /(Ly x1ft) =1.316 ksf q2= Fdz x(1 +6xedy/Ly) /(Ly x 1 ft) 1.314 ksf gmin = min(gl,g2) = 1.314 ksf qmax = max(q,,g2) =1.316 ksf gallow = gallow_Gross = 1.5 ksf qmax / gallow = 0.877 PASS - Allowable bearing capacity exceeds design base pressure City of Voeat Ridge Building Division FOUNDATION ANALYSIS & DESIGN fAC1318i FOOTING ANALYSIS Length of foundation; Width of foundation; Foundation area; Depth of foundation; Depth of soil over foundation; Density of concrete; Wall no.1 details Width of wall; position in y-axis; Soil properties Gross allowable bearing pressure; Density of soil; Angle of internal friction; Design base friction angle; Coefficient of base friction; Lx =11 ft Ly = 0.667 ft A=LxxLy=0.667ft2 h=bin hsoii = 0 in yconc = 150.0 lb/ft' 1 to Q752 ksf 0751 ksf lyt = 3.5 in yi=4 in ciallow_Gross = 1.5 ksf ysoii = 120.0 Ib/ft3 �b = 30.0 deg bbb = 30.0 deg tan(Sbb) = 0.577 Tedds calculation version 3.2.09 City of Wheat Ridge Building Division Foundation loads Self weight; Fswt = h x yconc = 75 psf Wall no.1 loads per linear foot Dead load in z; FDZ1 = 0.0 kips Live load in z; FLz, = 0.4 kips Footing analysis for soil and stability Load combinations per ASCE 7-16 1.01)(0.086) 1.01D + 1.01- (0.501) Combination 2 results: 1.01) + 11.01- .0LForces Forceson foundation per linear foot Force in z-axis; Fdz = YD x A x Fswt + YD x FDz1 + YL x FLzi = 0.5 kips Moments on foundation per linear foot Moment in y-axis, about y is 0; Mdy = YD x A x Fsm x Ly / 2 + YD x (FDz1 x y,) + YL x (FLz1 x y,) = 0.2 kip_ft Uplift verification Vertical force; Fdz = 0.501 kips PASS - Foundation is not subject to uplift Stability against sliding Resistance due to base friction; FRFriction = max(Fdz, 0 kN) x tan(8bb) = 0.289 kips Bearing resistance Eccentricity of base reaction Eccentricity of base reaction in y-axis; edy = May / Fdz - Ly / 2 = 0.000 in Strip base pressures ql = Fdz x (1 - 6 x edy I Ly) I (Ly x 1 ft) = 0.752 ksf q2 = Fdz x (1 + 6 x edy l Ly) / (Ly x 1 ft) = 0.751 ksf Minimum base pressure; gmin = min(gl,g2) = 0.751 ksf Maximum base pressure; qmax = max(q,,g2) = 0.752 ksf Allowable bearing capacity Allowable bearing capacity; Ballow = gallow_Gross =1.5 ksf qmax / Mallow = 0.501 PASS - Allowable bearing capacity exceeds design base pressure City of Wheat Ridge Building Division I ► , *fv City Of "� Wheat d ige COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance /and, license must be up to date prior to permit issuance. Project Address: t01,t(Nl pV.L1`i'1"—\ General Contractor: STR Q— L p 1�P�1^L11 JC Company Name:�lr� N)0� A A L Contact Phone #: 1505 as- Wheat S Wheat Ridge Contractor License #: 011 Q ti' (required field) i \rysG\Oa CAIS Printe Name of Authorized Agent S %22%2dLv igna of Authorized Agent Date --i City of ",�9Wheat jdge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 6161 West 44th Ave Suite 150 General Contractor: Five Star Contracting LLC Company Name: Seidel Electric Contact Phone #: 303 587 2049 Wheat Ridge Contractor License #: 110222 (required field) State License #: 8055 Master License #: 00030213 Mike Mueller Printed Name of Authorized Agent 74�i �.� 5/21/2020 Signature of Authorized Agent Date --i City of ",�9Wheat jdge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 6161 West 44th Ave Suitel50 General Contractor: Five Star Contracting LLC Company Name: R n R Plumbing Contact Phone #: 303 797 3563 Wheat Ridge Contractor License #:M-1507 (required field) State License #: 1470 Master License #: 180295 Mike Mueller Printed Name of Authorized Agent X44&, 7;'✓�ic¢ho& 5/21/2020 Signature of Authorized Agent Date so QW CERTIFICATE OF OCCUPANCY Permit #: 201802968 �" City of Date: 11/28/2018 Whet f dge a-UNITY - COMMDEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 *Stipulations: Rise Nutrition and Wellness, LLC 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: B & R BLAKE LLC ADDRESS: BRUCE MALEKI / 3535 Tejon St, Denver, CO 80211 CONTRACTOR/ADDRESS: PROPERTY ADDRESS: 6161 W 44th Ave Suite 100, Wheat Ridge, CO 80033 PARCEL #: 39-242-00-015 ZONING: C-1 OCCUPANCY: B TYPE OF CONST: III -B OCC LOAD: 2 FOR THE FOLLOWING PURPOSE: Bus. License Report Code Editions: No change shall be made in the Use of this building without Snrinklered: N/A prior notice and a new CERTIFICATE OF OCCUPANCY Yes from the City of Wheat Ridge Certificate MUST be posted by front door of Chief Building Official commercial occupancies Zoning Administrator D o m C V2 z m N m Z N m _a " ❑ Z O Z -I 0 0 C v+ m 70 Z Z (Dj -I � N �' Z N Z Ln 70m D H D Z m0 m m !^ N wn O O N /\ � Q --Lo c c p CD 00 o C z z CD CD N � Z Co O Z r' O -1 C 00 mN D O C C =3 CDQ U CD — C_ �♦ CD ��T `VN Vf Vf m m m n C:) r z o z z C7 m m m C CD Z O N v r-. n CD v 3 C V2 z m N m Z N m _a " i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �G Job Address:/O/100 Permit Number: 1,w 9 022,65 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date:— ' 7 Inspector: DO NOT REMOVE THIS NOTICE o �0 o "An"�Cyz fi mm Ill a F ` r� Cs7 Cl7 e n O aw P- o r� O' mo O C" to a� eri- n O N ONd�cyY V� p a �s O 0 '7rr w o y 0o m m O pv N ".m �z n tz o N� ft N0 `° ~ �! A y e•' 1 _ _r Or CID a � f7 7y CDC�- o a• n'.y � Z� � Baa mFl- d m w b fD D A o c a o C7 �n `* E cr O° CCAi� O O N CIO a C+] 1-h 1:111 Z H O n y o CD 1-3 rr Y G•�`' n n A� `1 a »�; A rwr ~ m'�� m n O (� n N O 9 6- m C3 C3 a qQ (IQ o zw FC G7 0 d Q p+ A r O 00 o o cr O w � �• CID ri fD y a o ¢ QT D aged aanleuSIS aopadsul (IRMANIUS-NON ❑ 43a3DINIUS Vj 3dAl NoiiDnaSNOJ GV01 kDNVdnDDo 3dAl AJNddnDDo 13 bS JanOjSa/\A Sewer :3NVN iDVINOJ anuand ultbtb 'M 1.9 �q :SSRI(RIV oijoaadoaiyo jU@W9A0n e9 •3WtfN SSMisn8 WIl/Ada N01133dSNl WIl/Aba N01133dSNl 3W11/Ada NOI1J3dSNl we L L @ Z L aago}op �(epia� I CLZO I Z ON 11WkI3d NOIlJ3dSNI 3SNDIl SSMisn8 a-pf�j }o Al!.-) y�/i I _j i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: V3 Lam- V s• e ss L e ra se Job Address: 6141 w L/ ��' A "r - Permit Number: a 0 1 8 o a -7 3 1 ❑ No one available for inspection: Time 11= v g. e/PM Re -Inspection required: Yes <907) When corrections have been made, call for re -inspection at 303-234-5933 Date: /0 / i 9 //'g Inspector: =N DO NOT REMOVE THIS NOTICE N tC d N y kn b0 co L r r L A as C O O W N 00 Y r"J Sir o ...�� O U a 4.) to 3 cc Im cu 0 C V C C b y 9 Z b� cin O r W A N -1 O .� C4 bl t) w W W O r b H N b a xWa ° M H w ro W p3u OwNtnr+ O. 0 a' W W bi 43 O o L CLQ W 0Z OU N UX0 oa �oo� A Sao roroa� [ wy d A o y U x � Q o ro �u� �d� =� U 6Aw ri 4.) r'w ` ri O ro o vim+ '4trLn Z0 � a y R d y 3 0 0 44 0 0 Cb U 4! N n w a a Z z b o 93 A. W ° c 8 QAWo'-'" u o =.0o A 3 C7U o V Q �+ AyQANO W 41 �°, o co eq 04 06 41 `9O V w ri ` ro N y' V °C oo Lii i. �" M O co o w A •rl 44 u r o ee dfj►-1W 4.) N w U a F LOU0.ars. $ N �'° — i City of W heati�dg BUSINESS LICENSE INSPECTION PERMIT NO. 201800647 BUSINESS NAME: Crossfit Vantage INSPECTION DAY/TIME Mon. May 14 �M INSPECTION DAY/TIME INSPECTION DAY/TIME ADDRESS: 6161 W 44th Ave Ste 100 CONTACT NAME: Amanda Hendren 7 ✓ v d S. FT /4-3 OCCUPANCY TYPE OCCUPANCY LOAD 3 1 CONSTRUCTION TYPE SPRINKLERED ❑ NON-SPRINKLERED re i CITY OF WHEAT RIDGE _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Z—F � Job Address: (o1 to 1 �J ''I''% n"` A/c Permit Number: ❑ No one available for inspection: Time 12-'46 AM M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: � 11 Ig 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 INSPECrTION N TICE Inspection Type: yoll r ec qlg U 1 Job Address: v� Permit Number:Ol�'(%D ❑ No one available for Re -Inspection When corrections have been made, call for re -inspection at 0 -2 5 33 Date: %-( Inspector: 0rl, A 3 DO NOT REMOVE THIS NOTICE `a9d/ 1 � E criS�i�r!'• O ��jj , ArA i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPEr^CrTIOT Inspection Type: L�j_ rL� ' ��/✓ �'�� p Job Address: Permit Number: U'/ 7G y�j ��� 1 r; ; 7 / / / "007-70 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corre ,#iionq have been made, call for re -inspection at 303-234-5933 Date: Inspector: fr' I 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: 6161 lg /6o Permit Number: POJK�9 776 4 P-1011_1eeAA Zi/d. Pay i 0T: Ll No one available for inspection: Time /,-;� i 6,' A Re -Inspection required: Yes `�No When corrections have been made, call for re -inspection at 303-234-5933 Date: -5° '7' Inspector: J&M a, d� DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE�� �� Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Zll�?IBFL: Job Address: at., Permit Number: �►01 %�f ?1 ❑ No one available for inspection: Time �l1 Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: --5,'7' / Inspector: �6a_l C; liar -- DO NOT REMOVE THIS NOTICE i CITY" OF WHEAT RIDGE 15 Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -/f I q Job Address: ( � I Uy . `f q # Permit Number: 2-0 i ? (J© ----to ❑ No one available for inspection: Time'?-'- AM/ rM� Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 6 ` q 1 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: 6161 lg /6o Permit Number: POJK�9 776 4 P-1011_1eeAA Zi/d. Pay i 0T: Ll No one available for inspection: Time /,-;� i 6,' A Re -Inspection required: Yes `�No When corrections have been made, call for re -inspection at 303-234-5933 Date: -5° '7' Inspector: J&M a, d� DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Electric PERMIT - 201801247 PERMIT NO: 201801247 ISSUED: 05/02/2018 JOB ADDRESS: 6161 W 44th AVE EXPIRES: 05/02/2019 JOB DESCRIPTION: Installation of additional fire alarm devices. Permit #171227005 -FA through West Metro Fire Protection District. *** CONTACTS *** OWNER (303)523-5354 BRUCE MALEKI SUB (720)755-3826 Gary Smith 160168 Tech Electronics Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,000.00 FEES Total Valuation 0.00 Use Tax 42.00 Permit Fee 77.50 ** TOTAL ** 119.50 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2014 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, appl ca le building codes, and all applicable municipal codes, policies and procedures, and that i am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 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 original permit tee. 3. If this permit expires, a new permit may be required to 1: obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable code or any prdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature ofCh Bu ldmg Official Date REQUESTS MUST E MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �1Vheat dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email. permits(aki.wheatridge.co.us FOR OFFICE USE ONLY Date: 5�zPS Plan/Permit # r,( �t 1;—V7 Plan Review Fee--/// ee: // Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 6161 W. 44th Ave Property Owner (please print): Bruce Maleki Phone: 303-523-5354 Property Owner Email: Malekibruce@yahoo.com Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 3535 Teion St City, State, Zip: Denver, CO 80211 Architect/Engineer: Bronco Fire Alarm Systems Inc. Architect/Engineer E-mail:_ionO-(cbbroncofirealarmsystems.com Phone: 303-477-1430 Contractor: Tech Electronics Co City of Wheat Ridge License #: I � 01 & � Phone: 720-755-3826 Contractor E-mail Address: admin@techelectronics.co For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Josh Soellner Phone: 720-755-3827 CONTACT EMAIL(p/ease print): joshua.soellner.tec@outlook.com Sub Contractors (Must provide Wheat Ridge License No.): 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 # OX COMMERCIAL ❑ RESIDENTIAL 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. Installation of additional fire alarm devices. Commercial Projects Only: Occupancy Type Sq. FULF 7500 Amps BTUs Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 2000.00 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 1 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. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) EUNIRACIONJ �or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (fust and last name): DATE: 67 Printed Name:.�42 DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer. BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer. CONSTRUCTION TYPE: Building Division Valuation: 6101 West 44th Avenue Wheat Ridge, Colorado 80033 SPRINKLER RISER rm] ♦��# o" city of /" WheatR@91e MUNITV DEVELOPMENT APPROVED Reviewed for oggComnliance� DaC-s-a- V Plans E r Thr Issu —OJ MWI-11 OY 0Plo—1 01 Pb"' SP "f ohons and com fiat Om shop not be a PC—,t f-.. Or on opprovol 01, —V M oboon t0 ww d the po•+>b^s of rhe -,d&v — or of slow City EMdIOIKH. Pe—Its VF*lWnNq to iK 10100190 dole a "Vere" ft P1on"Ne's d tFEr 9 " . er oMer ogFnnres of dr GtF shoo cot t1e erNO. FIRE ALRAM CONTROL PANEL SITE PLAN SCALE: 3/32" = 1'-0" �CEl EUNG� MEREHERO LE HERE I-- RATWALL To 0 FInoP 1ICA of AGA I MOUNTING HEIGHTS 10inalSilence11 AES Rodio Trouble Monitorin A B C D E F G H I J K L M N SYSTEM OUTPUTS 6161 West FACP Annunciation Notification Fire Safety Control 00 44th Avenue _ o - c p CO n N O O O p Q O 0 C C O C AO O 0 J a O C V7 C p ,C c c '_ o E E 0 N O L 'C u SYSTEM OPERATION `� NNoE5�E�-.=o C O p D p C rn p O v O� O E n m Z E p C w C v a o E a d p E C rn c C v E O O N y .�-. p ._ 30 p C O C C U U) L L C 4 J ' E a E 0 0 E a d D •° v E o . o � o a a . in c x o U O U O U O �— N _ N O v O O O O N N N N O O p O J J J J J J G C C J J J D O O O O N SYSTEM INPUTS < A B C D E F G H I J K L M N 1 Manual Pull Station — ®F.A.C.P. X X X X X 1 2 Smoke detectors —® F.A.C.P. X X X X X 2 3 Sprinkler Control Valves X X X X 3 4 Sprinkler Flow Switch X X X X X X 4 6 FACP AC power failure X X X X 5 6 FACP low battery X X X X 6 7 Open circuit X X X X 7 6 Ground fault X X X X 8 9 Notification a liance circuit short X X X 9�iloli WEST METRO FIRE PROTECTION DISTRICT VIA y.sce,.er- WEST METRO FIRE PROTECTION DISTRIC THEPERMrt ANDARPRPovE PLnyxs."AT NEnuIN Co. AO-YO1ALRCHANGES OR MODIFICATIONE MAYBE REWIRED UPON FIELD INSPECTION FIRE PROTECTION SYSTEMS ARE SUBJECT TO ROUGH INSPECTIONS. HYDROSITATIC TESTING, ACCEPTANCE AND FINAL INSPECTION RK SHALL BE CONCEALED UNTIL ALL ROUGH INSPECTIONS ARE COMPLETE AND APPROVED. C SEE COMMENTS ON THE PERMIT DRAWINGS ❑ SEE SUPPLEMENTAL REVIEW REPORT 1T11 —A DATE: 212=18 PERMIT Na. 171227/301 A PLAN REVIEWER: SIpe4R PROJECT ANALYSIS DE ANALYSIS N TYPE IPTI N OCCUPANCY GROUP - FUTURE B &A WIRING SPRINKLERSYSTEM TYPE. FULLY SPRINKLERED F VAnnp m.NPE tanWu041or.Y Br.Mem bw voXapa mvx.s Cwb.Odlm NUMBER OF STORIES - 1 STORY BUILDING CLASS & STYLE --we m.Mew m wro�a.nc. — NFPA 7D I--ELrOr' Com' An;rM UITijT I TV E DE RIPTI N BUILDING SQUARE FOOTAGE - 12,300 SQUARE FEET 16Qa AWG 1 INITIATING DEVICE CIRCUIT 7BD-71 NAC B V I 14 aAWG I NOTIFICATION APPLIANCE CIRCUIT 1 1 CODE REFERENCE ELECTRICAL WIRING METHOD ELECTRICAL IFC -2012ICUITL CIRCUITS ARE uA I 1 EXISTING AND 01 SHALL BE VISUAL SYCNRONIZED/PUBLIC MODE CEILING HEIGHTS RECONNECTED TO NFPA 72. 2010 EDITION NEW PANELS SUPPLY OR RETURN DIFFUSER. PER NF PA 72. 201018.5.5.1 � APPLIANCE LOCATION A ST METRO FIR GREATER THAN BE IN (241 PER NFPA 72 2DIC 1T 14 $- NANUAL PULL STATION MOUNTING EACH MANUAL FIRE ALARM BOX SHALL BE SECURELY MOUNTED THE OPERABLE PART OF EACH MANUAL FIREALARM BOX SHALL NOT BE LESS THAN 42' AND NOT MORE THAN 48T ABOVE FLOOR LEVEL FIRE ALARM DEVICE MUST BE PIACED IN PROTECTED AREAS W1Tn AMBIENT TEMPERATURE RANGING FROM 32' TC IN'. (PER MANUFACTURER) ELECTRICAL CONTACTOR IS RESPONSIBLE FOR PROPER CONNECTION OF EQUIPMENT PROVIDED BY OTHERS VARING RUNS SHOW INTERCONNECTION OF FIRE ALARM DEVICES ONLY W RING DOES NOT REPRESENT CONDUIT RUNS ANY ALTERATION REGARDING PLI,CEAENT OF DEVICES MUST BE APPROVED BY BRONCO FIRE I,— STSTEFAS INC �1 7 �J N Z .0^V 1\ `) W tp 7^ I� CT� FYI Q) C /\� \i/ g SYSTEM OUTPUTS 6161 West FACP Annunciation Notification Fire Safety Control 00 44th Avenue _ o - c p CO n N O O O p Q O 0 C C O C AO O 0 J a O C V7 C p ,C c c '_ o E E 0 N O L 'C u SYSTEM OPERATION `� NNoE5�E�-.=o C O p D p C rn p O v O� O E n m Z E p C w C v a o E a d p E C rn c C v E O O N y .�-. p ._ 30 p C O C C U U) L L C 4 J ' E a E 0 0 E a d D •° v E o . o � o a a . in c x o U O U O U O �— N _ N O v O O O O N N N N O O p O J J J J J J G C C J J J D O O O O N SYSTEM INPUTS < A B C D E F G H I J K L M N 1 Manual Pull Station — ®F.A.C.P. X X X X X 1 2 Smoke detectors —® F.A.C.P. X X X X X 2 3 Sprinkler Control Valves X X X X 3 4 Sprinkler Flow Switch X X X X X X 4 6 FACP AC power failure X X X X 5 6 FACP low battery X X X X 6 7 Open circuit X X X X 7 6 Ground fault X X X X 8 9 Notification a liance circuit short X X X 9�iloli WEST METRO FIRE PROTECTION DISTRICT VIA y.sce,.er- WEST METRO FIRE PROTECTION DISTRIC THEPERMrt ANDARPRPovE PLnyxs."AT NEnuIN Co. AO-YO1ALRCHANGES OR MODIFICATIONE MAYBE REWIRED UPON FIELD INSPECTION FIRE PROTECTION SYSTEMS ARE SUBJECT TO ROUGH INSPECTIONS. HYDROSITATIC TESTING, ACCEPTANCE AND FINAL INSPECTION RK SHALL BE CONCEALED UNTIL ALL ROUGH INSPECTIONS ARE COMPLETE AND APPROVED. C SEE COMMENTS ON THE PERMIT DRAWINGS ❑ SEE SUPPLEMENTAL REVIEW REPORT 1T11 —A DATE: 212=18 PERMIT Na. 171227/301 A PLAN REVIEWER: SIpe4R PROJECT ANALYSIS DE ANALYSIS N TYPE IPTI N OCCUPANCY GROUP - FUTURE B &A WIRING SPRINKLERSYSTEM TYPE. FULLY SPRINKLERED F VAnnp m.NPE tanWu041or.Y Br.Mem bw voXapa mvx.s Cwb.Odlm NUMBER OF STORIES - 1 STORY BUILDING CLASS & STYLE --we m.Mew m wro�a.nc. — NFPA 7D I--ELrOr' Com' An;rM UITijT I TV E DE RIPTI N BUILDING SQUARE FOOTAGE - 12,300 SQUARE FEET 16Qa AWG 1 INITIATING DEVICE CIRCUIT 7BD-71 NAC B V I 14 aAWG I NOTIFICATION APPLIANCE CIRCUIT 1 1 CODE REFERENCE ELECTRICAL WIRING METHOD ELECTRICAL IFC -2012ICUITL CIRCUITS ARE uA I 1 EXISTING AND 01 SHALL BE VISUAL SYCNRONIZED/PUBLIC MODE CEILING HEIGHTS RECONNECTED TO NFPA 72. 2010 EDITION NEW PANELS SUPPLY OR RETURN DIFFUSER. PER NF PA 72. 201018.5.5.1 � APPLIANCE LOCATION A ST METRO FIR GREATER THAN BE IN (241 PER NFPA 72 2DIC 1T 14 $- NANUAL PULL STATION MOUNTING EACH MANUAL FIRE ALARM BOX SHALL BE SECURELY MOUNTED THE OPERABLE PART OF EACH MANUAL FIREALARM BOX SHALL NOT BE LESS THAN 42' AND NOT MORE THAN 48T ABOVE FLOOR LEVEL FIRE ALARM DEVICE MUST BE PIACED IN PROTECTED AREAS W1Tn AMBIENT TEMPERATURE RANGING FROM 32' TC IN'. (PER MANUFACTURER) ELECTRICAL CONTACTOR IS RESPONSIBLE FOR PROPER CONNECTION OF EQUIPMENT PROVIDED BY OTHERS VARING RUNS SHOW INTERCONNECTION OF FIRE ALARM DEVICES ONLY W RING DOES NOT REPRESENT CONDUIT RUNS ANY ALTERATION REGARDING PLI,CEAENT OF DEVICES MUST BE APPROVED BY BRONCO FIRE I,— STSTEFAS INC �1 7 �J N Z .0^V 1\ `) W tp 7^ I� CT� FYI Q) C /\� \i/ g WEST METRO FIRE PROTECTION DISTRICT VIA y.sce,.er- WEST METRO FIRE PROTECTION DISTRIC THEPERMrt ANDARPRPovE PLnyxs."AT NEnuIN Co. AO-YO1ALRCHANGES OR MODIFICATIONE MAYBE REWIRED UPON FIELD INSPECTION FIRE PROTECTION SYSTEMS ARE SUBJECT TO ROUGH INSPECTIONS. HYDROSITATIC TESTING, ACCEPTANCE AND FINAL INSPECTION RK SHALL BE CONCEALED UNTIL ALL ROUGH INSPECTIONS ARE COMPLETE AND APPROVED. C SEE COMMENTS ON THE PERMIT DRAWINGS ❑ SEE SUPPLEMENTAL REVIEW REPORT 1T11 —A DATE: 212=18 PERMIT Na. 171227/301 A PLAN REVIEWER: SIpe4R PROJECT ANALYSIS DE ANALYSIS N TYPE IPTI N OCCUPANCY GROUP - FUTURE B &A WIRING SPRINKLERSYSTEM TYPE. FULLY SPRINKLERED F VAnnp m.NPE tanWu041or.Y Br.Mem bw voXapa mvx.s Cwb.Odlm NUMBER OF STORIES - 1 STORY BUILDING CLASS & STYLE --we m.Mew m wro�a.nc. — NFPA 7D I--ELrOr' Com' An;rM UITijT I TV E DE RIPTI N BUILDING SQUARE FOOTAGE - 12,300 SQUARE FEET 16Qa AWG 1 INITIATING DEVICE CIRCUIT 7BD-71 NAC B V I 14 aAWG I NOTIFICATION APPLIANCE CIRCUIT 1 1 CODE REFERENCE ELECTRICAL WIRING METHOD ELECTRICAL IFC -2012ICUITL CIRCUITS ARE uA I 1 EXISTING AND 01 SHALL BE VISUAL SYCNRONIZED/PUBLIC MODE CEILING HEIGHTS RECONNECTED TO NFPA 72. 2010 EDITION NEW PANELS SUPPLY OR RETURN DIFFUSER. PER NF PA 72. 201018.5.5.1 � APPLIANCE LOCATION A ST METRO FIR GREATER THAN BE IN (241 PER NFPA 72 2DIC 1T 14 $- NANUAL PULL STATION MOUNTING EACH MANUAL FIRE ALARM BOX SHALL BE SECURELY MOUNTED EXISTING FULLY SPRINKLED BUILDING. INSTALL NEW FIRE ALARM SYSTEM TO INCLUDE. SPRINKLER MONITORING. SMOKE DETECTOR AT F.A.0 P MANUAL PULL STATION AT F.A.C.P OCCUPANT NOTIFICATION. AES RADIO TRANSMITTER. NOTE ALL TENANT IMPROVEMENTS MUST MEET ALL APPLICABLE CODES PER WEST METRO FIRE CABLE MARKINGS FACP FIRE ALARM CONTROL PANEL SILENT KNIGHT 44UOXL t N TYPE IPTI N .� SMOKE DETECTOR SILENT KNIGHT.SO—PHOTIC 1 FQM&NUAL PULL STATION SILENT KNIGHT ISD505-PS 1 IIOREILE YPl HDRIO INR. N-NALL' SYSTEM SEN6OR.PC2RL(CEILING) E (C -CEILING (ICINILLING. W-JJALL) SYSTEM SENSOR .SRL(WALL) IK HORWSTROSE AVEATHER PR -11 SYSTEM sENSOR.P2RK CLASS & STYLE ♦ F0 SPRINKLER TAMPER VALVES BY OTHERS 0,'50500 -MIM 2 11 __MOM UITijT I TV E DE RIPTI N BA --IES IF AC P, 'VVERKER. WKAl2'1BF(F A C P) 2 ® 16Qa AWG 1 INITIATING DEVICE CIRCUIT 51 Q B 4 1 a AWG SIGNALING LINE CIRCUIT NAC B V I 14 aAWG I NOTIFICATION APPLIANCE CIRCUIT 1 1 SYSTEM INFORMATION ELECTRICAL TYPE DESCRIPTION ELECTRICAL FACP ADDRESSABLE CIRCUITS ARE MONITORING CENTRAL STATION EXISTING AND AUDIBILITY TEMPORAUPUBLIC MODE SHALL BE VISUAL SYCNRONIZED/PUBLIC MODE CEILING HEIGHTS RECONNECTED TO DROP TILE 1 8'-0" A.F.F NEW PANELS LEGEND QTY, FACP FIRE ALARM CONTROL PANEL SILENT KNIGHT 44UOXL t RADIO AES RADIO TRMISMRTER E.—F t .� SMOKE DETECTOR SILENT KNIGHT.SO—PHOTIC 1 FQM&NUAL PULL STATION SILENT KNIGHT ISD505-PS 1 IIOREILE YPl HDRIO INR. N-NALL' SYSTEM SEN6OR.PC2RL(CEILING) E (C -CEILING (ICINILLING. W-JJALL) SYSTEM SENSOR .SRL(WALL) IK HORWSTROSE AVEATHER PR -11 SYSTEM sENSOR.P2RK •� SPRINKLER FLOW --H BY OTHERS W/SD500MIM + ♦ F0 SPRINKLER TAMPER VALVES BY OTHERS 0,'50500 -MIM 2 11 __MOM MONITORMOWLE SILENTKNIGHT-500-MIM a BA --IES IF AC P, 'VVERKER. WKAl2'1BF(F A C P) 2 ® WERKER. WKAl2af (RADICI Monitoring. By Bronco Fire Alarm Systems Inc. U . Central Station'. Security Partners 401 West Lincoln Ave #401 Anaheim. CA 92805 1-800-228-0580 N NOTEE PER NFPA 72 2010 A 17711 - DETECTORS SHOULD NOT BE LOCATED INA DIRECT AIRFLOW OR CLOSER THAN 311111) FROM AN SUPPLY OR RETURN DIFFUSER. PER NF PA 72. 201018.5.5.1 � APPLIANCE LOCATION WALL MOUNTED APPLIANCES SHALL AVE THERE BOTTOMS AT HEIGHTS ABOVE THE FINISHED FLOOR OF NOT LESS THAN BD" (21) AND NO GREATER THAN BE IN (241 PER NFPA 72 2DIC 1T 14 $- NANUAL PULL STATION MOUNTING EACH MANUAL FIRE ALARM BOX SHALL BE SECURELY MOUNTED THE OPERABLE PART OF EACH MANUAL FIREALARM BOX SHALL NOT BE LESS THAN 42' AND NOT MORE THAN 48T ABOVE FLOOR LEVEL FIRE ALARM DEVICE MUST BE PIACED IN PROTECTED AREAS W1Tn AMBIENT TEMPERATURE RANGING FROM 32' TC IN'. (PER MANUFACTURER) ELECTRICAL CONTACTOR IS RESPONSIBLE FOR PROPER CONNECTION OF EQUIPMENT PROVIDED BY OTHERS VARING RUNS SHOW INTERCONNECTION OF FIRE ALARM DEVICES ONLY W RING DOES NOT REPRESENT CONDUIT RUNS ANY ALTERATION REGARDING PLI,CEAENT OF DEVICES MUST BE APPROVED BY BRONCO FIRE I,— STSTEFAS INC Bronco Fire Alarm Systems, Inc. 3704 Osage Street Denver. Colorado o� Phone: 303-477-1430 Fax 303477-0957 Email: broncofirealarms@gwest.net Tech Electronics 4255 S Buckley Rd. #113 Aurora, Colorado -80013 720-629-6323 Bronco Fire Alarm Systems Inc. 3704 Osage Street Denver, C -1—d. 80211 PN: (303) 477-1430 Fu: (303) 477-0987 Dolman Bodo Nicat Leval Rr Fige Aji%Apt' f" 18-0007 ICY) 1 of 3 n ` W Q cc n� W N O Cn -0 Q (�c C O Qi E �1 7 �J N Z .0^V 1\ `) W tp 7^ I� CT� FYI Q) C /\� \i/ g Tech Electronics 4255 S Buckley Rd. #113 Aurora, Colorado -80013 720-629-6323 Bronco Fire Alarm Systems Inc. 3704 Osage Street Denver, C -1—d. 80211 PN: (303) 477-1430 Fu: (303) 477-0987 Dolman Bodo Nicat Leval Rr Fige Aji%Apt' f" 18-0007 4/12/17 1 of 3 AS SHOWN Nor. CNlrp moan! IwnVWOMF Nde' CYmp mOW IRMm00ae b G mouma0lo toMrll of b M IMONM r to0ar+, of Nmoua. Nam N20'-0-A.f F —W-20—FF SPRINKLER RISER (2) CORD, lege. o—j _ _ SLC LOOP IDIAts B) c TO FA.CP NEPA 7220/3 .17.4.1. ntls"ihi3 q)CON0. 10pe. M \ 01 Nore'. Smoke Oebmw loNmoJeeO smoke tletector t0 BLC LOOP (LUSS Bt o3 on wM of ynMrr rex room be plated anthin TO FAC.P. \- B-0' above FA.C.P. 60"(5'-0") O( the top \. w oI the FACU. cul coNo ,ro. p ,0-cj LKi.-1 TO FAC P IClABB BI NORTH (3 Fire A arm SCALE: 1/8" = V-10" IWAL ES -4u, -- CORPORATION InNruC 1) select the AM pr—I hom the AES Pra0J;1 htl0 2) Eller tlJ x L4 NJs or standby tlme repured ReneMxr, AES ProOuca em [Mall lo, 24 pours 3)Ao oder rate me bcM ,- cao,W. w1 nbrn tle lately M aWXM .* In -w cobre0 ppm Re9ube0 ReOUYM Stpacty AMrm TotalCeptepy G H. cePatx71 IAmpHounl un IIOun 9.10 1.200 4.000 The bstnry reauirerMme prey 1. ere Iwr AES eeomm�0etbne. For Ul I— battery rpJrerreme ples�e FMW IN prod-, NNaWlbn arb Or..- ft 01 Rpub(WMuu A+u T� AEO PrOtlIsG CurteM� OTY 1 TOW Bbndby Alermrnmmlt '', OTY ml -1211 x 0.130 3.IW C.— (Arrya) CuneM IArmsl 7283E 0.1000 X + 0.+00 +.2003 _ TOW 07Ren TWI syeMm, c p.tw Armlca +. Re9ube0 ReOUYM Stpacty AMrm TotalCeptepy G H. cePatx71 IAmpHounl un IIOun 9.10 1.200 4.000 The bstnry reauirerMme prey 1. ere Iwr AES eeomm�0etbne. For Ul I— battery rpJrerreme ples�e FMW IN prod-, NNaWlbn arb Or..- ft 01 Rpub(WMuu A+u r1eAM-rrpm_ ll1 RCpA4plaueWCm9dyn 2 of 3 10 Zpe007 Tall—(Anel) lN C+pbunkt _ CN_uercmMti ' -1211 x 0.130 3.IW 1.2000 1700 Re9ube0 ReOUYM Stpacty AMrm TotalCeptepy G H. cePatx71 IAmpHounl un IIOun 9.10 1.200 4.000 The bstnry reauirerMme prey 1. ere Iwr AES eeomm�0etbne. For Ul I— battery rpJrerreme ples�e FMW IN prod-, NNaWlbn arb Or..- ft 01 02 4/12117 2 of 3 10 STANDBY LOADSTANDBYSTANDBY -1211 MM CURRENT CURRENT Of DEVICES 7K F PER DEVICE 50201. FIRE PANEL AMP 03 D4 OS 0.0033 AMP D, 00055 SUM OF STANDBY CURRENT USED MM MM MM 0.1433 NUMBER OF STANDBY HOURS x 24 1 sod 15od 95cd 95ctl 4TK ALARM 4.7K \W♦ CURRENT CURRENT ALARM LOAD. OF DEVICES TOTALS PER DEVICE 4,7K / W♦ AMP Antenna 0.0033 AMP 0.00055 OUTPUTS c c 0.185 WP 4%K 0.176 4 1 STROBE 15cd (WALL) STROBE S_172 AMP 0.043 SUM OF ALARM CURRENT USED •1.8013 AMP 1 Sod 15cd CAT 5 CABLE ALARM SOUNDING PERIOD IN HOURS 95ctl 95ctl 95cd 95W TOTAL OF ALARM AH REOWRED 0.1345092 TOTAL OF STANDBY AH REQUIRED 7K Duraurz c c c c TOTAL OF ALARM AH REQUIRED AES Radio TOTAL AM PERE HOURS REQUIRED 35737092 zzrsOAS Shielded V2*EM Transmitter TOTAL BATTERY AMPERE 4.2SWlN USE (2) 12V 8 AMP HOUR BATTERIES (7707) WP 4.7K OUTPUT11 SLC LOOP #1 1 2 3 4 5 6 FIRE ALARM OUITJ CONTROL PANEL ,n MT Transformer Box M (5820XL) —4 Sqr 110 vB �r F lush EMT ):ACT )ACT B B 110V MUST BE DEDICATED ELECTRICAL CIRCUIT WITH BREAKER *LOCK' RISER DIAGRAM SCALE: NONE FIRE ALARM CONTROL PANEL BATTERY CALCULATION TABLE F.A.C.P. (5820XL) BATTERY CALCULATIONS 4/12117 2 of 3 10 STANDBY LOADSTANDBYSTANDBY CURRENT CURRENT Of DEVICES TOTALS PER DEVICE 50201. FIRE PANEL AMP S ADDRESSABLE DEVICES 0.0033 AMP D, 00055 SUM OF STANDBY CURRENT USED 0.1133 AMP SUM OF STANDBY CURRENT 0.1433 NUMBER OF STANDBY HOURS x 24 TOTAL OF STANDBY AH REQUIRED 3.4392 ALARM ALARM OUANmE6 CURRENT CURRENT ALARM LOAD. OF DEVICES TOTALS PER DEVICE 562D%L AMP S ADDRESSABLE DEVICES 0.0033 AMP 0.00055 0 HORWTROBE 95ctl 1.99 AMP 0.185 WP 9.176 AMP 0.176 4 1 STROBE 15cd (WALL) STROBE S_172 AMP 0.043 SUM OF ALARM CURRENT USED •1.8013 AMP SUM OF ALARM CURRENT '16013 ALARM SOUNDING PERIOD IN HOURS %0084 (5 MIN) TOTAL OF ALARM AH REOWRED 0.1345092 TOTAL OF STANDBY AH REQUIRED 3A392 TOTAL OF ALARM AH REQUIRED 013W92 TOTAL AM PERE HOURS REQUIRED 35737092 DERATING FACTOR ON BATTERY LOAD x 12 TOTAL BATTERY AMPERE 4.2SWlN USE (2) 12V 8 AMP HOUR BATTERIES NAC. OUTPUTS VOLTAGE DROP CALCULATION TABLE TIr bwc rermr rP dwmRb9 wasp. Yeo b e z-wra Oc crccut • 2-wn ec Mw2 > e 1 wre a Yrpa M4M oreJlwT • QplenoM bag a 100 parFYN OowX fecal aw Mere reecv�ce can to MlFecaO i ' VO. 27L1X851 1000 w�RE v0• vAelpe Yop Iteee4 an eon4xla r+MNYJe of Is dgeM F) Lam• a.-wev rnpn a cacao (R.o co,h4xrr reYwMe In wn.Isw bhawpnb f«r I LwYCJ+.e alm.w OLIIPUT I IFACPI WP h101U061nDBE X 0+70 ALPS FA = 0176 TOTAL 0.170 AMPS W R. 110 PO aLFRVOLINUr 20.4 VDC I• 0113 vmwe MiOP -Q312 VOC VD• 0.112 OPEMnRG VQTAGE aF LOOP Axa VOC O21FACPI CEIeLINGuwpx0 140RN'sT1maa % 0133 Ah9+9 EA 0.08 LL x0 WA2. 1STROBE %00{1 AMPS EA 0.033 TorAL o 746 ALcs 4sc IC 310 PQNER SIDPLY Q1RlJf x0.4 VOL V 0.143 VOcLTAWfM aimVDC vo- z 14x aPERAnNG varAc� aF LOOP eze voc OIRPIR 3 1— C.— 2 - 95ce hCIP4'B""s X otos Ahis EA • 0?J well 2 +x0 STROBE X 0043 AMPSEA = 0000 TOTAL a— AAPS L= 300 R= vw PaOPEREARn8DIR V - .I: VOLTAGE IL o.om RvO.TAW of loop 19 4 VW Bronco Fire Alarm Systems, Inc. 3704 Osage Street Denver, Colorado Phone: 303-477-1430 Fax: 303477-0957 Email. bronmfireala"s@qw�t.net l C J W � O cc 0 r� `V O 4r�) VL n V I� naV� Tech Electronics 4255 S Buckley Rd. #113 Aurora, Colorado -80013 720-629-6323 Bronco Fire Alarm Systems Inc. 3704 Oaeee St/o.t It— , Colorado $0211 Ph: (303) 417-1430 F.. (303) 4T/-0957 Damian Spill lyicet Level IN Fire d13 71 0" 01 heal V d9g .—M 1)tVt51O1% 18-0007 4/12117 2 of 3 10 AS SHOWN 1 0" 01 heal V d9g .—M 1)tVt51O1% 00 16,4000 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax of6:9 L..B• INSPECTION NOTICE Inspection Type: 1-14FAlhol Job Address: Permit Number: a6I ?62 %® AI 1 r ❑ No one available for inspection: Time eA ' -`U A Re -Inspection required: Yes,"' No When corrections have been made, call for re -inspection at 303-234-5933 Date:--f�'03' 61 Inspector: DO NOT REMOVE THIS NOTICE 7A0-2,��3��7 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: 3o 9 C_ qc)z Job Address: 6 / �1 q/ t1 Permit Number: ?U/q D l ❑ No one available for inspectio : Time /� /.j AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 9 Inspector: M 7* '/ 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: l Qp j - FN4L %LeC 000141 Job Address: Cal (o I W yq T)1 AV Permit Number: Z6 I --) y 61 -1) 005-MO�MMUM , ❑ No one available for inspection: Tim�-7 _n,kY/PM Re -Inspection required: Yes No When corrections have been made, cal o 1-inispection at 303-234-5933 Dat __a—1 Inspect r- DO NOT REMOVE THIS NOTICE � A 4, CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 9©t4 " FIM�l L r 1-,g C Co M M Job Address: 61 L I W V 4 TY AVE Permit Number: Z01 -S Oa 31( e ❑ No one available for inspection Re -Inspection required: Yes No When corrections have been made, c lI for Dat Inspect A i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: qQq PlAl (, C- C,,Cc Comm Job Address: 10 (ji � L-1 I{ 4 V IC)o Permit Number: Zo ►,300-77 Q ❑ No one available for inspection: Tim /PM Re -Inspection required: Yes No When corrections have been mader call for -ins 234--5933- Dater-/z/ 933 Dater- Inspe DO NOT RE VE THIS NOTICE e CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 110 Job Address: 6161 11 n ;(2 sJ j00' Permit Number: 261900 77CJ ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: -5-/////'9 Inspector: r!/ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:�12161 �� Job Address: U2 = W t Permit Number: 1?d/� ??6 ❑ No one available for inspection: -Ti -me (: jyAll'M Re -Inspection required: Ye ``t No When corrections have been made, for rr"e-inspection at 303-234- Date:-/-/-/O 03-234-Date:/-/-/O - / 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: 414 - Job 44 - Job Address: I VJ 4-4 Permit Number:0 J - i '5" ❑ No one available for inspection: Time 12-' 00 AN(f Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 DateA— Inspector: DO NOT REMOVE THIS NOTICE INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT:--, % �L ADDRESS: �(� U�' �(`�`f �, JOS CODE: ,' I Foundation Inspections Date Inspector Initials' Commentsj, 102 Caissons / Piers r r ,' 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation 1 % I; , f I Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit r r ,' 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 1 % I; , f I 1206 Water Underground I Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing r r ,' 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 1 % I; , f 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial {/ 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT:, U�✓ADDRESS: (�'( (�(.^c,IL/Lf�CiyODEt�/n��: T I Rough Inspection (continued) Date Inspector Comments�j� 402 Gas Meter Release Initials 316 Rough Mechanical Residential , 317 Rough Mechanical Commercial Ll 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residentiali , 404 Final Electrical Commercial Ll 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential er}8 Final P!umbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning" Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 "For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection" 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE InspectionType: Job Address: l Permit Number: ::_24,L;E�207-?© ❑ No one available for inspection: Time-GAI�V%PM Re -Inspection required: Yes (No When corrections have been made, call for re -inspection at 303-234-5933 Date: r 'f )- 17 Inspector: �/� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: W I i ) C Job Address: 610 W Z/Z//`, -e 6T000 Permit Number: D r'�00 7 70 ❑ No one available for inspecti n: Time (27 AM/PM Re -Inspection required:/ Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: 3IR119 Inspector: M%_/t 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: 3aq A EG /z/0 / 5 �,F Job Address: QVIV V �I zl �' v P Permit Number: go/ 709 V5-9 /= -U/7e-�,a ,V( ) ❑ No one available for inspection: Timed� AM/PM -,L\Re-Inspection required: Yes . of When corrections have been made, call for re -inspection at 303-234- /I T�Date: a% 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: �/G') 114&-, . Job Address: i U) I -A) t ae1-e_ Permit Number: : 17L ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: _' 12?' %� Inspector: DO NOT REMOVE THIS NOTICE t i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE '317/I , ef Inspection Type: L Job Address: Permit Number: '2Q),3'(_X 77Q ❑ No one available for inspection: Time >�},` AM/PM Re -Inspection required: Yes "._ No When corrections have been made, call for re -inspection at 303-234-5933 Dater , W- ) 7, Inspector: �=fru C_al !Lv,�-- D NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: W I i ) C Job Address: 610 W Z/Z//`, -e 6T000 Permit Number: D r'�00 7 70 ❑ No one available for inspecti n: Time (27 AM/PM Re -Inspection required:/ Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: 3IR119 Inspector: M%_/t 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: 3aq A EG /z/0 / 5 �,F Job Address: QVIV V �I zl �' v P Permit Number: go/ 709 V5-9 /= -U/7e-�,a ,V( ) ❑ No one available for inspection: Timed� AM/PM -,L\Re-Inspection required: Yes . of When corrections have been made, call for re -inspection at 303-234- /I T�Date: a% Inspector: %�% DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201800770 PERMIT NO: 201800770 ISSUED: 03/28/2018 JOB ADDRESS: 6161 W 44th AVE SUITE 100 EXPIRES: 03/28/2019 JOB DESCRIPTION: Install ADA men and women's restrooms, utility room with mop sink, 10 gallons in floor, add plumbing fixtures per plan. Add lighting in office and restroom per plan, workout area lighting is existing. Change bulbs from T-12 to LED and add grid ceiling in office, hard ceiling in restrooms. Add fire extinguisher per plans and add exit and emergency lighting per plans and add new walls and doors. 7500 square feet. Tenant: CrossFit Vantage *** CONTACTS *** OWNER (303)523-5354 B & R BLAKE LLC GC (303)888-2968 Mike Mueller 090040 Five Star Contracting LLC SUB Juell Seidel 110222 Seidel Electric LLC SUB Randy Lane 021507 R n R Plumbing, Inc. SUB Timothy Bartels 017674 B & B Heating & A/C *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 80,000.00 FEES Total Valuation 0.00 Plan Review Fee 631.18 Use Tax 1,680.00 Permit Fee 971.05 ** TOTAL ** 3,282.23 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Comm. Tenant Finish PERMIT - 201800770 PERMIT NO: 201800770 ISSUED: 03/28/2018 JOB ADDRESS: 6161 W 44th AVE SUITE 100 EXPIRES: 03/28/2019 JOB DESCRIPTION: Install ADA men and women's restrooms, utility room with mop sink, 10 gallons in floor, add plumbing fixtures per plan. Add lighting in office and restroom per plan, workout area lighting is existing. Change bulbs from T-12 to LED and add grid ceiling in office, hard ceiling in restrooms. Add fire extinguisher per plans and add exit and emergency lighting per plans and add new walls and doors. 7500 square feet. Tenant: CrossFit Vantage I, by in 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 munici I codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner ofthe pr y and am autho . 'to obtain this permit and perform the work described and approved in conjunction with this permit. I furthe att I aml�plagally a t ized to include all entities named within this document as parties to the work to be % performe nd.t ' o 'dorm. i .disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNERor CONTRACTOR (Circle one) Date 1. This permit was issued `ednn4he information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable c�or any ordin i* 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,�E V E D �`Wh6atR"je Cc)MMUNITY DEVELOPMENT MAR Building & Inspection Services Division p � 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits .ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 1 / lV/ jy Plan/Permit # G u Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: ( i W Ljq+"x A Ve- S'WJ� I Ga Property Owner (please print): LlC-e, CL ( eki Phone: 3n3 69,3-6315'1 Property Owner Email: 01 � e, ki -b YNCe ``' (4 (l ort . rr Mailing Address: (if different than property address) Address: 3535 -Te-I en S"f City, State, Zip: D e nv e-ir CC' ?Cla i I VA Architect/Engineer E-mail: M'l ke, � vesfczr" COG C0 I- COry( Phone: k ,j @ kes- i-er A Com 303 - 5-1) - ao03 Contractor: Five Ste- Coy roL+no� L Contractors City License #: 6 '100 L40 Contractor E-mail Address: -M ke!ve,SturCo (& ac . cc m For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 2. KLk-d I-Ef Phone: 303 -S ? — �\Q (, g CONTACT EMAIL(p/ease print): �1� ke �iyeS�0.rC0 0.O • C©►'►1 Sub Contractors: Electrical: OeC�riC W.R. City License # 110 aad, Other City Licensed Sub: City License # City License # Plumbing: K n 1Z ?Wwq)0iY\c W. R. City License # 0 Other City Licensed Sub: Mechanical: 8 3 6 Aec _- i nQ W. R. City License # C ( j (, -7� JJ Complete all information on BOTH sides of this form COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) � �•,^ w `� Ct✓' CL ckc -f S -CO e O V G���_fe: Iia /c t i Cv`t- ei,.A. c.e,L-t_ .uses �Q rl k, ja`�u • , v) In q -a Jd ytom�.���,x , d11 pe, Dic.� 1Lt ►,fit ►� , kU�d ria d P a �t, —r'�c v r : ,,. e ! �, N,%��5���; C J✓�i. i�%�r� "2'�n l�—!L 1 Si A, f'` ✓� ' (Ad ,` Q T7s+�Js/)t1Y r✓�'��Olcv�r pct e-, 2.n �/! °j82 u�(i lt� j2lN �O ptCalO uc(ci qtr.' s 1ls E:—J d-ao�— s f2o- Sq. Ft./LF -7500 Btu's Amps Squares Gallons Other ri t Value: (C or the cost of all materials and labor included in the entire project) l7 v O V WINEt /UIUIN !K� OR SIGNATURE OF UNDERSTANDING AND AGREEMENT hereb at 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) ONTRACTOR)_�or T Z D SENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last nam DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION Building Division Valuation: $ Print Preview Address Permit Application - Print Preview Addr/Street: 6161 West 44th Avenue City/State: Wheat Ridge CO Zip Code: 80033 Owner First Name: Bruce Last Name: Maleki Business Name: Phone: 303 523 5354 Phone AH: Cell Phone: Fax: Addr: 3535 Tejon Street Suite: City/State: Denver CO Zip Code: 80211 Email: malekibruce@yahoo.com .Ccara,:f. Building: Occupant: Crossfit Vantage Suite: 100 Property Use Type: Commercial ..lora Job Type: 2 Existing Building/ Tenant Improvement Sq Ft: 600.00 Cost: $89,000.00 Desc: build 2 ada restrooms, 1 office, 1 mop sink room, drop sprinkler heads, add horn strobes Comments: total sq ft of restrooms office and mop sink 600 sf Plans show vestibule, City of Wheat Ridge is not requiring the vestibule and all that was associated with the vestibule. Drawings from Five Star Contracting shows pians with out the vestibule. � r- https://www.mobile-eyes.com/'PA PrintPreview.asp Page 1 of 1 .3/16/2018 i i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE 2&Inspection Type: �`'/ � *J Uj Job Address: '� a Permit Number: ❑ No one available for inspection: Time -' *' AM/PM) Re -Inspection required: Yes 'k".No/" 4 When corrections have been made, call for re -inspection at 303-234-5933 Date ._;t ' %e) ' / r Inspector: 301 C;/ h�' DO NOT REMOVE THIS NOTICE { i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: % f' E a - Permit Number: DrI 6,01- r) ❑ No one available for inspection: Time M/ M Re -Inspection required: Yes No ) When corrections have been mad , call for re -inspection at 303-234-5933 Date:,313 - /X_ Inspector: DO NOT REMOVE THIS NOTICE s 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: 146—t 11 Job Address: "a / Lk) qlr- Permit Number: ❑ No one available for inspection: Time j,t:' C AMIPM Re -Inspection required: Yes fVol When corrections have been made, call for re -inspection at 303 -234 - Date: • Id '/ Pj" Inspector: .JOA/�— DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division A (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: I , �-A ( IF Job Address: Permit Number: ' J No one available for inspection: Time Awpm,j Re -inspection required: Yes 'No When corrections have been made, call for re -inspection, at 303-234-593 Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Rj,d ge COMMUI rry DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 February 22, 2018 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: CURRENT ADDRESS: 6161 West 441 Avenue NEW ADDRESS: 6161 West 44th Avenue Suite 100 & 150 KEY: 163 SECTION: 24 PARCEL NO: 39-242-00-015 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: DISTRIBUTION: _;� - � l - 19 1. Property Owner/Applicant 2. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 3. Email to erlinda.i.martinez(a7usps.gov and krissy.,i.summerEeldCq)usps.gov and arlene.a.vickrey(a) Ws.gov and billy.e.coglu�,usps.gov 4. Xcel Energy, sandra.cardenas(d)xcelenergy.com 5. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 6. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 7. West Metro Fire District 8. Wheat Ridge Building Division 9. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.wheatridge.co.us DATE: Vicinity Map City of Wheat Ridge Commercial Mechanica PERMIT - 201800316 PERMIT NO: 201800316 ISSUED: 02/15/2018 JOB ADDRESS: 6161 W 44th AVE EXPIRES: 02/15/2019 JOB DESCRIPTION: Install 3 - 10 ton RTUs on the ground on the north side of the building; each unit is 20K BTUs, 60 amp 3 phase; install new electrical to each unit with disconnect and service outlet; install ductwork; extend existing 1-1/2 in. gasline to new RTUs; install chain link fencing around RTUs with screening in the chain link; install trash enclosure; install duct detection and update fire panel; 4 additional outlets in wall *** CONTACTS *** OWNER (303)523-5354 BRUCE MALEKI GC (303)888-2968 Mike Mueller 090040 Five Star Contracting LLC SUB (303)587-2049 Juell Seidel 110222 Seidel Electric LLC SUB (303)995-0486 Randy Lane 021507 R n R Plumbing, Inc. SUB (303)423-7905 Timothy Bartels 017674 B & B Heating & A/C *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 65,000.00 FEES Total Valuation 0.00 Plan Review Fee 552.70 Use Tax 1,365.00 Permit Fee 850.30 ** TOTAL ** 2,768.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **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. Dumpster or trash storage areas must be screened on all sides visible to a public street or to any single -or two-family home within 100 feet. A gate may be required in order to meet screening requirements. Dumpsters shall be located on a hard surface that is paved with concrete or asphalt. Paving shall extend around the dumpster area such that any trash truck servicing the area is also on pavement. The zoning inspection for a dumpster inspection will not be approved until paving is complete. The issuance of a building permit should not be construed to be approval of a business license. Business licenses are independent of the building permit and can not be approved until completion and approval of the associated building permit. 11 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 municippal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the ro and am anPs ized to obtain this permit and perform the work described and approved in conjunction with this,permi I rther att at allorized to include all entities named within this document as parties to the work to be perforr t t r or disclosed in this document and/or its' accompanying approved plans and specifications. 1_57- Signature 57Signature f Oif r TRACTO (Circle one) Date 1. This permit was issued ormation provided in thepermit application and accompanying Flans and specifications and is subject to the compliance wit t ose documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit adall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or r ulation of this jurisdiction. Approval of work is subject to field inspection. �I ` Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. oily of W hcat j �gc , C OMMUNi ry DLVL:L01'ML=NT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a-ki.wheatridge.co.us FOR OFFICE USE ONLY Date: 1 /1 Plan/Permit 1W Plan Review Fee. �� � `✓) Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: ( I is I ti 'J'-1 of 1-1 v e, Property Owner (please print): B r u C e, M c`� e. k I Phone: 3 C -3)-3 ) 3--3 -35 4 Property Owner Email: rym o- E ki b r Cka11Cck. COM Mailing Address: (if different than property address) Address: 3 5 3 C h S¢ City, State, Zip: b-C.nycr Co SO a I I Arch itect/Engineer: M t ke M t (I I -r-r Arch iteet/Engineer E-mail: mi k -c f iye S-i-ck;1 CC; bac .Cf, iRhone:_�3C� ,l `�� `3-r:�9 6 Contractor: F-1 V S�c'1K cc (A r LLC, Contractors City License #: 6� �0 Phone:L30 3J Ss T C1 68 Contractor E-mail Address: Y)-1 l he jr k- y- Si CICO @' 0,0 Col'1'1 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): kO M ukd � f ✓ Phoner _ SSg - � 9 � 3 CONTACT EMAIL(p/ease print): 1 Yl t k C �i \)e-S-cR r CO COLO ccs M Sub Contractors: Electrical: - e- AAA E l e c+r" i C W.R. City License # 110 '2a a Other City Licensed Sub: City License # City License # Plumbing: R h V, P k✓k r 161 ry W.R. City License # (�5C'j -7 Other City Licensed Sub: Mechanical:B3 B Hecvkln W.R. City License # Cs -7 r 7P Complete all information on BOTH sides of this form R -COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑,-LECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT THER (Describe) (For"ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) k S f?z 11 3 Oen R TUI '? o, 4A&- o�t-ou,,k do {k� ti'oi y/h Sr e� d P Ae_ t ✓" 'a" 5 , �e�c�. Un;t is Z-00,000 -8%4/ (r0 � 7Q 3,Ph1s-e-, %l 7z,// LCr4 clh f /A//p(lCf�/a�ec GY�rI %rJrti DUl��ef �Nr%G�/�vt�a✓ui%��f'74n. 1AS1, k_. knc,;i"L2L) ,v 5'crt-e,,,,cd.. i„ 4-k c- c4cf,� I, .lc: 1'c� Go�.s�� � (� LIs c v(c� � ':�,<�4 e-- l��� � )ASfZ,(( p(ULJ- dLz+'c.t-ic)n ,�J UP44ic L) Sq. FULF i 2-S00 � I Amps Z� l Btu's '7-00 C7,00C7,00Gallons b Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) - OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the; property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the_ application. CIRCLE ONE: (OWNS CONTRACTOR) r (AUT f ED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last me -✓� _ _ DATE: DEPARTMENT USE ONLY ZONING COMMMENTS:OCCUPANCY CLASSIFICATION: Reviewer: I 2 /-A_ ti\kvI -1,bl. -f BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $� 1/10/2C18 West Metro Fire Protection District - Building Plan Review Results WN West Metro Fire Protection District 433 S. Allison Pkwy, Lakewood, CO 80226 (303) 989-4307 Occupant Name: Vacant Contractor: Five Star Contracting LLC Address: 6161 West 44th Avenue InspectionType: Plan Review - Tenant Improvement Wheat Ridge, CO 80033 Permit Number: N/A Inspection Date: 12/29/2017 Inspected By: Mark Dean 303-9894307 Plan Type Original Pass Fail N/A Plan Review General [x] [ ] [ ] G.30 REVIEW Your plans have been approved. Follow this Link and the steps below to reconcile your invoice. FEES: 1. Select "Life Safety" under the Bill Type options 2. Enter invoice number #17122914505 3. Select the associated permit type from the 'Permit/ Fee Type" drop down menu 4. Select "Construction Permit" in the "WMFR Acct#" drop down menu 5. Enter the Job Address 6. Enter payment amount of $892.50 7. Select Pay by Card to complete the transaction Once completed, send a copy of the invoice Here and a confirmation email with further instructions will be returned Additionally, you are required to print a copy of the ass ociated PDF documents including but not limited to the: • Permit (on an 8.5"X 14" paper). • All other attached West Metro Fire documents. • Approved stamped set of plans in the recognized architectural drawing size ARCH or ARCH E. • All cut sheets (if applicable). All of the above (permit, plans and cut sheets etc) must be on-site at all times and for all inspections. Failure may result in further action including the cancellation of the inspection and the assessment of a re -inspection fee. Your plans have been approved. Refer to the area above for further relevant information. West Metro Fire Rescue Life Safety Plan Review Desk Status: Approved https:Hmaii.aol.com/webmail-std/en-us/PrintMessage 2/2 1/10/2018 West Metro Fire Protection District - Building Plan Review Results From: Inspector-NoReply <Inspector-NoReply@mobile-eyes.org> To: mikefivestarco <mikefivestarco@aol.com>; fscllcoffice <fscllcoffice@aol.com> Subject: West Metro Fire Protection District - Building Plan Review Results Date: Wed, Jan 10, 2018 2:03 pm Attachments: Email Report_834_1102018.pdf (339K) This automatic email was sent to you by the West Metro Fire Protection District. If you have any questions or concerns please contact us at (303) 989-4307. https://mail.aol.com/webmail-std/en-us/PrintMessage 1/2 1/10/2018 From: Mike Mueller <mikefivestarco@aol.com> To: fsellcoffice <fscllcoffice@aol.com> Subject: Fwd: Approved -Plan Review - Tenant Improvement Date: Wed, Jan 10, 2018 11:00 am Sent from my iPhone Begin forwarded message: Fwd: Approved -Plan Review - Tenant Improvement From: <Inspector-NoReplvamobile-eyes.org> Date: December 29, 2017 at 1:06:22 PM MST To: <mikcfivestarco cr aol.corn> Subject: Approved -Plan Review - Tenant Improvement This is an email alert from the West Metro Fire Protection District permitting system. The following action has occurred: Occupant Vacant Name: Address: 6161 West 44th Avenue Wheat Ridge, CO 80033 Job#: 171227005 Job Install a demising wall to create 2 Units. Install electrical in demising wall, install 3 RTU's on the north side of Description: the building place units on the ground. Install electrical to new RTU's. Update the fire alarm panel to accommodate duct detection in new duct work. No changes to the sprinkler system at this time. Upgrade exterior facade. Plan Review Plan Review - Tenant Improvement Type(s): https://mail.aol.com/webmaii-std/en-us/PrintMessage 111 6�(l COMcheck Software Version 4.0.7.0 Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: 6161 W 44TH AVE WHEAT RIDGE, CO Mechanical Systems List Quantity System Type & Description 2012 IECC Wheat Ridge, Colorado 5b Alteration Owner/Agent: Designer/Contractor: DANIEL KING RENO JAMES ENGINEERING 4900 W 29TH AVE DENVER, CO 80212 TRANE RTU YSC120173EHA (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 200 kBtu/h Proposed Efficiency = 81.00% Et, Required Efficiency = 80.00% Et Cooling: 1 each - Single Package DX Unit, Capacity = 119 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 11.20 EER, Required Efficiency: 11.00 EER + 11.2 IEER Fan System: 10 TON TRANE — Compliance (Brake HP method) : Passes Fans: IFM Supply, Constant Volume, 4000 CFM, 1.5 motor nameplate hp, 1.4 design brake hp (1.4 max. BHP) Mechanical Compliance Statement Compliance Statement. The proposed mechanical alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. DANIEL KING PE l 6kcQ 01.19.18 Name - Title Signature Date Project Title: Data filename: Z:\2018 Jobs\2973 6161 W 44th COMchecks\6161 W 44th 00 L h w 40380 z A 1-01.19.18 * �O_ 0114 1 �e8ge r2 0^=' Report date: 01/17/18 �,�,j�ng the ck Page 1 of 8 COMcheck Software Version 4.0.7.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section— # & Req. ID Plan ReviewComplies? I _ _ __ _ Comments/Assumptions C103.2 Plans, specifications, and/or ❑Complies [PR2]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the mechanical systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. Additional Comments/Assumptions: 1 1 High Impact (Tier1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Report date: 01/17/18 Data filename: Z:\2018 Jobs\2973 6161 W 44th COMchecks\6161 W 44th COMcheck.cck Page 2 of 8 Footing / Foundation InspectionComplies? & Req ID C403.2.4. Freeze protection and snow/ice ❑Complies 5 melting system sensors for future ❑Does Not [F09)3 connection to controls. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 1 Medium Impact (Tier Project Title: Data filename: Z:\2018 Jobs\2973 6161 W 44th COMchecks\6161 W 44th COMcheck.cck Comments/Assumptions City of Whew Ridge Low Impact (Tier 3) \Building Diviso Report c 1/17/18 Page 3 of 8 section Air outlets and zone terminal devices ❑Complies 1 # Mechanical Rough -In Inspection Complies? Comments/Assumptions & Req.ID —t_ _ .-- - - - - - ---- - ❑Not Applicable C403.2.3 HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values. (ME55]2 by variable speed drive, have a vane- ❑Does Not axial fan with variable pitch blades, or ❑Not Observable ------ -- - - - - - --- ❑Not Applicable C403.2.5. Demand control ventilation provided -- - -- - - _ . ----- - _ -- --- - --- — ❑Complies 1 for spaces >500 sci t. and >25 ❑Does Not [ME59]1 people/1000 sq.ft. occupant density ❑Not Observable and served by systems with air side ❑Not Applicable C403.2.11 economizer, auto modulating outside . -- --- - ._ ❑Complies (ME71]2 air damper control, or design airflow ❑Does Not >3,000 cfm. ❑Not Observable C403.2.7 HVAC ducts and plenums insulated. ❑Complies [ME60]2 Where ducts or plenums are installed ❑Does Not in or under a slab, verification may ❑Not Observable need to occur during Foundation Inspection. ❑Not Applicable C403.2.8. Piping Insulation exposed to weather ❑Complies 1 is protected from damage (due to sun, ❑Does Not [ME7]3 moisture, wind, etc.). ❑Not Observable []Not Applicable C403.2.8 Thermally ineffective panel surfaces of ❑Complies [ME41]3 sensible heating panels have []Does Not insulation >= R-3.5. ❑Not Observable ❑Not Applicable C403.2.7 Ducts and plenums sealed based on ❑Complies [ME10]2 static pressure and location. ❑Does Not ❑Not Observable ❑Not Applicable C403.2.7. Ductwork operating >3 in, water ❑Complies 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ❑Not Observable ❑Not Applicable C403.3.1, Air economizers provided where ❑Complies C403.3.1. required, meet the requirements for ❑Does Not 1 [ME62]1 design capacity, control signal, ventilation controls, high -limit shut-off, [:]Not Observable integrated economizer control, and ❑Not Applicable provide a means to relieve excess outside air during operation. C408.2.2. Air outlets and zone terminal devices ❑Complies 1 have means for air balancing. ❑Does Not [ME53]3 ❑Not Observable ----.- __ _ .-- - - - - - ---- - ❑Not Applicable C403.4.2 VAV fan motors >=7.5 hp to be driven ----.._. --..__ _ - ❑Complies [ME66]2 by variable speed drive, have a vane- ❑Does Not axial fan with variable pitch blades, or ❑Not Observable have controls to limit fan motor demand. ❑Not Applicable C403.2.6 ... Exhaust air energy recovery on ------- ❑Complies [ME57]1 systems meeting Table C403.2.6 ❑Does Not ❑Not Observable ❑Not Applicable C403.2.11 Unenclosed spaces that are heated . -- --- - ._ ❑Complies (ME71]2 use only radiant heat. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 i Medium Impact (Tier 2) Project Title: Data filename: Z:\2018 Jobs\2973 6161 W 44th COMchecks\6161 W 44th COMcheck.cck Low o{ 7rknle -- Report date:, 01/17/18 Page 4 of 8 Additional Comments/Assumptions: (Tier 1) 1 2 1 Medium Impact (Tier 2) Project Title: Data filename: Z:\2018 Jobs\2973 6161 W 44th COMchecks\6161 W 44th COMcheck.cck Report'date: 01/17/18 Page 5 of 8 Section & Re_cl.ID C403.2.4. 1 (FI47]3 C403.2.4. 2 [FI38]3 C403.2.4 2 [F[20]3 C403.2.4. 3 [FI39]3 C403.2.4. 3 [F140]3 C403.2.4 3.3 [FI41]3 Final Inspection I Complies? Heating and cooling to each zone is ❑Complies controlled by a thermostat control. ❑Does Not Minimum one humidity control device ❑Not Observable per installed humidification/dehumidification ❑Not Applicable Thermostatic controls have a 5 °F ❑Complies deadband. ❑Does Not systems. []Not Observable ❑Not Applicable Temperature controls have setpoint ❑Complies overlap restrictions. ❑Does Not calibration and adjustment of controls. ❑Not Observable _.__-___. __ -._.-- __.__ ❑Not Applicable Each zone equipped with setback ❑Complies controls using automatic time clock or ❑Does Not programmable control system. ❑Not Observable ❑Not Applicable Automatic Controls: Setback to 55°F ❑Complies (heat) and 85°F (cool); 7 -day clock, 2- ❑Does Not hour occupant override, 10 -hour backup ❑Not Observable ❑Not Applicable Systems include optimum start ❑Complies controls. []Does Not C408.2.5. Furnished HVAC as -built drawings 1 submitted within 90 days of system [F17]3 acceptance. C303.3, Furnished O&M manuals for HVAC C408.2.5. systems within 90 days of system 3 acceptance. [F18]3 C408.2.5 3 [FI43]1 C408.2.3. 2 [FI10]1 C403.2.2 [FI27]3 C408.2.1 [F128]1 ❑Not Observable ❑Not Applicable []Complies ❑Does Not ❑Not Observable ❑Not Applicable ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable An air and/or hydronic system ❑Complies balancing report is provided for HVAC ❑Does Not systems. ❑Not Observable ❑Not Applicable HVAC control systems have been ❑Complies tested to ensure proper operation, []Does Not calibration and adjustment of controls. ❑Not Observable _.__-___. __ -._.-- __.__ ❑Not Applicable _ HVAC systems and equipment -----.-_ ❑Complies capacity does not exceed calculated ❑Does Not loads. []Not Observable []Not Applicable Commissioning plan developed by ❑Complies registered design professional or ❑Does Not approved agency. ❑Not Observable ❑Not Applicable Comments/Assumptions Oki O h Impact (Tier 1) 2 Medium Impact (Tier 2) 3 !Low Impact Project Title: Data filename: Z:\2018 Jobs\2973 6161 W 44th COMchecks\6161 W 44th COMcheck.cck ,t'date: 01/17/18 Page 6 of 8 #Final & Req. IDI Inspection Complies? C408.2.4 Preliminary commissioning report ❑Complies [FI2911 completed and certified by registered ❑Does Not ❑Does Not design professional or approved ❑Not Observable agency. ❑Not Applicable C408.2.5. Final commissioning report due to ❑Complies 4 building owner within 90 days of ❑Does Not [F13011 receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable C408.2.3. HVAC equipment has been tested to ❑Complies 1 ensure proper operation. ❑Does Not [FI3111 ❑Not Observable ❑Not Applicable C408.2.3. Economizers have been tested to ❑Complies 3 ensure proper operation. ❑Does Not [F13211 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: (Tier 1) 1 2 1 Medium Impact (Tier 2 Project Title: Data filename: Z:\2018 Jobs\2973 6161 W 44th COMchecks\6161 W 44th COMcheck. cck Comments/Assumptions Low Impact (Tier Report date: 01/17/18 Page 7 of 8 e Project Title: Report date: 01/17/18 Data filename: Z:\2018 Jobs\2973 6161 W 44th COMchecks\6161 W 44th COMcheck.cck Page 8 of 8 6 FOOT HIGH CHAIN LINK SCREENED FENCE TO CONCEAL THE HVAC UNITS ON THE GROUND W100IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ALL CO. 1'1-�,>j(.�- Dunipster or -trash �t,,orage areas must be screened on all sides visible to a pij,.Wic street or to any single -or two-fanlily home within 1010 fe(,,-A. A gate may be required in order to mee f " t screening requtrements. Dumpsters shall. be located on a hard, surface that is paved with concrete or asphalt. Paving shall extend around the dumpster area such that any trash truck servicing the area is also on. pavement"Fhe zonuag inspection. for a dumAster inspection. will not be approved. until paving is complete. Landscaping removed or damaged during collstriactio-nmuse: ,fie replaced prior to Final, inspection, Owner/Contractor is responsible l'or locating property liries and coii,,-struc-tlin,(e�,,,,i.-,rrif)�rovem,,e-rits according tot.ke approved Alae and required. development' standards, '["'he City is not. responsible for.firtaccurate suin the 'plan set and any constructioti errors resulting fi-0,1-n inaccurate iri.fo',rTt iation., REVISIONS SCALE.- 1/8 if PLANS FOR.- [� PRICING PERMITING El FOR CONSTRUCTION SHEET NUMBER E-1 M-1 14 C zo) V N 1�" C Dunipster or -trash �t,,orage areas must be screened on all sides visible to a pij,.Wic street or to any single -or two-fanlily home within 1010 fe(,,-A. A gate may be required in order to mee f " t screening requtrements. Dumpsters shall. be located on a hard, surface that is paved with concrete or asphalt. Paving shall extend around the dumpster area such that any trash truck servicing the area is also on. pavement"Fhe zonuag inspection. for a dumAster inspection. will not be approved. until paving is complete. Landscaping removed or damaged during collstriactio-nmuse: ,fie replaced prior to Final, inspection, Owner/Contractor is responsible l'or locating property liries and coii,,-struc-tlin,(e�,,,,i.-,rrif)�rovem,,e-rits according tot.ke approved Alae and required. development' standards, '["'he City is not. responsible for.firtaccurate suin the 'plan set and any constructioti errors resulting fi-0,1-n inaccurate iri.fo',rTt iation., REVISIONS SCALE.- 1/8 if PLANS FOR.- [� PRICING PERMITING El FOR CONSTRUCTION SHEET NUMBER E-1 M-1 L. - 41 -C 6 X0 TJ 0) cm rA -0 CL d 70 m 97 to z .6 Z.4 75 OL err R 0 Xzl: I 4� CL L) op -P R x L X 8 0 . n Pi ID CL ia 0 CL 41 CL L. - (Itliel u(JI1.40,1 008,17 Jad) of uRipa,j paidair3, 001 MOW 'S79J. W '.)V 011AIN VIVE 10 2MOds"Im 41 -C 6 X0 TJ 0) cm rA -0 CL d 70 m 97 to z .6 Z.4 75 (Itliel u(JI1.40,1 008,17 Jad) of uRipa,j paidair3, 001 MOW 'S79J. 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A698 4'Z VVY9 t.-`133 4C) E 12 0 CL c °A A IV � 4 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: 30 a- �'"y'J' SlEd.�, .30 q �'i Job Address: q�m Ale Permit Number: 2,0174,7 7/ 6'- J ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes (Nr When corrections have been made, call for re -inspection at 303 -234 - Date:— fGl Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 30�/ _:we `/aj4/ Job Address: Permit Number: 0 ❑ No one available for inspection: Time =moi-' `�41V�iPM Re -Inspection required: Yes /No When corrections have been made, call for re -inspection �a`t, 3.03-234-5933 Date: ,�2' / ' Inspector:�L�o/� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3L 4:At.5-u Job Address: %/1 6�0,. Permit Number: 2 f S r r ;Vii- tf VP` ❑ No one available for inspection: Time s AlV/PM Re -Inspection required: Yes No' When corrections have been made, call for re -inspection at 303 -234 - Date: %0 Inspector: &L/ -}-- DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Miscellan PERMIT - 201709715 PERMIT NO: 201709715 ISSUED: 01/17/2018 JOB ADDRESS: 6161 W 44th AVE EXPIRES: 01/17/2019 JOB DESCRIPTION: Commercial Miscellaneous Exterior Ugrade12,500sgft. Remove stucco and plywood from front of building(southside only).Existing 2x6 wood construction and install r-21 insulation, electrical for exterior lighting. Install 7/16 OSB over exterior studs. Tyvek and Hardyboard and corrugated Steel. Canopy=Remove(blue) and replace (copper metal panels140ftwx8fth. Store Fronts and old windows=remove and replace with new. Contractor to bring in Window Spec Sheets for U -factor ratings. *** CONTACTS *** OWNER (303)523-5354 BRUCE MALEKI SUB (303)888-2968 Mike Mueller 090040 Five Star Contracting LLC SUB (303)587-2049 Juell Seidel 110222 Seidel Electric LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 51,000.00 FEES Total Valuation 0.00 Plan Review Fee 479.44 Use Tax 1,071.00 Permit Fee 737.60 ** TOTAL ** 2,288.04 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Site signage will require separate permits. City of Wheat Ridge Commercial Miscellan PERMIT - 201709715 PERMIT NO: 201709715 ISSUED: 01/17/2018 JOB ADDRESS: 6161 W 44th AVE EXPIRES: 01/17/2019 JOB DESCRIPTION: Commercial Miscellaneous Exterior Ugradel2,500sgft. Remove stucco and plywood from front of building(southside only).Existing 2x6 wood construction and install r-21 insulation, electrical for exterior lighting. Install 7/16 OSB over exterior studs. Tyvek and Hardyboard and corrugated Steel. Canopy=Remove(blue) and replace (copper metal panels140ftwx8fth. Store Fronts and old windows=remove and replace with new. Contractor to bring in Window Spec Sheets for U -factor ratings. 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 amtie legal owner or have been authorized by the legal owner of the tcapttty. and am aphorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further at that.I rlefi" athorized to include all entities named within this document as parties to the work to be performed an work to ' per` e`d is disclosed in this document and/or its' accompanying approved plans and specifications. -/7-Z-0 Sig ature or NTRACTOR (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 an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable,,ode 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. 0 City of Wheat I- ice tii 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 FOR OFFICE USE ONLY Date: Plan/Permit# Plan Review Fee: Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: --t Property Owner (please print): f l,{ cle- Phone:30P, 52.E 53-51 Property Owner Email: Mailing Address: (if different than property address) Address: '7, < S / ti 0 1 City, State, Zip: 0 ,rt (,� �- L-) O V �- AVo, Cool Architect/Engineer: n0 Architect/Engineer E-mail: C %Aov 'C c^ Phone: 0 '20 6 Contractor: f(,a C '{ � 1 c-1 L � Contractors City License #: 07 0U `f o tj Phone: _ S �(� 9".246S Contractor E-mail Address: (/Lt 1 k -c- 90'L 5f -A -P C 0 �� . ct 0 1' C (2/h Sub Contractors: Electrical: S , i �j W. R. City License # j/0 L Other City Licensed Sub: City License # Plumbing: W. R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this farm Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or R)=PLACEMENT OTHER (Describe) (For ALL projects, please provide a detailed desbrilMion 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 j\ amount of materials to be used, etc.) r-ern0u�- 5+VCC, a iy (a l,10C,( --r os. r f 0 �XIS�'�� LxG U✓(:c'.� C�".t!'lvLc�o��I�sfc(/ �_2( �itt6/uh0.1 )/1s'�(( �(etrn.a.( :�� (,���nJ, V ((<� % YCollr `� ftG� Ac- ht , i eC4^Js ��� °Q rieL fir tft- above C'a- cry Qn 4, C/1AV JJ00 +C WL exrs�,,q SfU;2 JC-0fiis -,tea( Old Gv�,,eJ67, s'� (�vz- •-�-e�,' p�' �3 s�1 Sq. Ft./LF 12—i Sol] Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLEONE: (OWNER) (CONTRACTOR) oP AUTHORIZED PRINT NAME: �' ` I l`-<��G (�is� SIGNATURES DEPARTMENT USE ONLY ZONING COMMMENTS: . �.l`� Reviewer: OQ BUILDING DEPARTMENT COMMENTS: Reviewer: IT- Q PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required `Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required of )OYNER) (CONTRACTOR) DATE: /.)--r2 e -) ` OCCUPANCY CLASSIFICATION: 5� mo o,� Building Division Valuation: $ ! 12f Print Preview '� Page 1 of 1 -W(P Permit Application - Print Preview Address: Addr/Street: 6161 West 44th Avenue City/State: Wheat Ridge CO Zip Code: 80033 uwner: First Name: Bruce Last Name: Maleki Business Name: Phone: 303 523 5354 Phone AH: Cell Phone: 303 523 5354 Fax: Addr: 3535 Tejon Street Suite: City/State: Denver CO Zip Code: 80211 Email: Malekibruce@yahoo.com 0CCupant* Building: un -named structure Occupant: Vacant Suite: Property Use Type: Commercial Job: Job Type: 2 Existing Building/ Tenant Improvement Sq Ft: 12,500.00 Cost: $70,000.00 Desc: install a one hour demising wall to create 2 spaces, install HVAC on the East side 1 space = 5000 sf 2nd space = 7500 sf Comments: install a one hour demising wall to create 2 spaces, install HVAC on the East side 1%r yj j v -W k ?�% l 4h V1 1 I S` C� /-0 HaC. 12-1 Z-'6 117 _ Lam. hftp://www.mobile-eyes.com/PA—PrintPreview.asp 12/26/2017 SCOPE OF WORK TO BE COMPLETED: REMOVE EXISTING STUCCO ON THE FRONT OF THE BUILDING AND REPLACE WITH NEW MATERIALS AS NOTED ON A3.0 tNORTH BUILDING CODE REVIEW IBC -2012 NEC -2014 IFC -2012 IMC -2012 IPC -2012 IECC-2012 ICC/ANSI ACCESSIBILITY STANDARD -2003 8 REFERENCES: U O 301. OCCUPANCY CLASSIFICATION: A-3 GYMNASIUM J U = 9 om$ 302. MIXED OCCUPANCY: NO >N� CHANGE OF USE: NO IE< a2°^° OCCUPANCY: A-3 6fZ5 Up ^ hhon W k♦CAy • a( �U M� N� 503. LOCATION OF THE PROPERTY: THIS PROJECT DOES NOT INVOLVE AN ADD Wt N4 mw BUILDING SO ALL DISTANCES FROM THE PROPERTY LINE — p�yE�prM �ciZ a w CENTER LINES REMAIN UNCHANGED CONSTRUCTION TYPE: III—B AMOVED 504. TOTAL BUILDING SIZE: 12,500 TOTAL UNIT EAST SIDE 7,500 ftkmed for Code Comp%mm TOTAL UNIT WEST SIDE 5,000 THE BUILDING IS FULLY SPRINKLED AND HAS AN ADDRESSABLE FIRE ALARM IN LLED EXITING: 4 EXITS ARE PROVIDED FOR THE BUILDING COMPLEX ALL DOORS SWING IN THE DIRECTION OF EGRESS � / TRAVEL DISTANCE: N/A - ` OCCUPANCY LOAD: N/A Ptans damner pate PRIOR USE: BOXING GYM AND A GYMNASTICS GYMjAmmmullAma:7heesum"01opermirorappraola/poomspec,*4@b ru MAIN BUILDING FRAME IS STEEL WITH STEEL PANELS FOR THE ROOF =000000!"rashaft mWbeopemrrlor,oronappradoLmp•ub4lbow SM4109~1& s o/the &W410V code aalwwCarmVflvom. AtrwMb FRAMING NOTES: ON THE SOUTH SIDE OF THE BUIDING THERE IS EXISTING 2X6 WOOD STLAY"AMWW16" O.C.'�'n INTERIOR IS 5/8" DRYWALL, INSULATED BETWEEN STUDS. THE CANOPY IS WOOD FRAMED 16" O.C. THE EXISTING METAL PANELS WILL BE REMOVED AND REPLACED. THE LAYOUT OF MATERIALS ARE ON THE A3.0 ELEVATION. THE EXISTING WINDOW AND ALUMINUM FRAMES WILL BE REMOVE AND REPLACE WITHIN THE SAME LOCATION NEW STORE FRONT WINDOWS DK BRONZE ALL WINDOW FACING THE SOUTH SIDE WILL ALSO BE REPLACED TO MATCH THE NEW STORE FRONT WINDOW MATERIAL NEW GUTTERS WILL BE INSTALLED ABOVE THE CANOPY TO MATCH PRE FINISHED METAL ON THE CANOPY DOORS WILL HAVE PANIC HARDWARE INSTALLED WITH DOOR CLOSURES THE EXISTING 2X6 WOOD WALL ON THE SOUTH WILL BE INSULATED WITH R-21, NEW OSB INSTALLED ON THE EXTERIOR SIDE AND WRAPPED WITH TYVEK EXISTING FRAMING: EXISTING WALLS ARE 2X4 WOOD CONSTRUCTION WITH 5/8" DRYWALL BOTH SIDES TAPED, FINISHED AND PAINTED. EXTERIOR WALLS ON THE SOUTH SIDE ARE 2X6 WOOD STUDS WITH A STUCCO FINISH ON THE EXTERIOR AND 5/8" DRYWALL ON THE INTERIOR, ALL OTHER WALLS ARE STEEL PANELS ON THE EXTERIOR. TENANT SIGNAGE ON BUILDING: WHEN THE TENANT SIGN AND CANOPY STRUCTURE IS DETERMINED A SEPERATE PERMIT WILL BE APPLIED FOR. A STRUCTURAL ENGINEER WILL DRAW UP AND STAMP THE PLANS FOR APPROVAL. Reviewed for Zoning Compiiante by the City of Wheat Ridge PLawj" Droiskm APPROVED.129r FILE NAME:6161 W44 :XT. UPGRADE PLANS DRAWN BY: MIKE MUELLER DATE OF PLANS: 12/27/2017 SCALE: 1/16" = 1' FRAMING PLANS FOR: ❑ PRICING PERMITING FOR CONSTRUCTION SHEET NUMBER A-1 0 PRE -FINISHED METAL TRIM TO MATCH COLOR: SW 6356 COPPER MOUNTAIN PRE -FINISHED METAL ROOF TD MATCH COLOR: SW 6356 COPPER MOUNTAIN s PERSPECTIVE VIEW A3.o - EXTERIOR GRADE WALL SCONCE VICINITY MAP ew.., PROJECT LOCATION WHEAT RIDGE, COLORADO Site signage will require separate permits. TENANT SIGNAGE PRE -FINISHED METAL GUTTER TO MATCH COLOR: SW 7020 BLACK FOX T.O, GUTTER __. EL. 120•-B$ 0 --- F 1ST FIN. FLOOR El: 101) 3 COAT STUCCO FINISH, CORRUGATED METAL SIDING, METAL CANOPY STRUCTURE, PERFORATED METAL PANELS ETH ROUND COLOR: SW 7020 BLACK FOX COLOR:SW 7017 DORIM GRAY 5'-0' �, OATS( BRONZE FINISH PERFORATIONS, COLOR SW 7017 DORIM (E) FDC AND DRAIN TO REMAIN STOREFRONT, CEMENT .OMD PANEL SOFFIT, 'C BRONZE FINISH, PROVIDE RECESSED CM LIGHT 6' DEEP FRAMED .UNP OUT STOREFRONT WINDOW, NEW GUTTER AT 80TH �O,, INSTALL OVER METAL SUPPORT (� �0% �% TYP. 2 AT ENTRY STOREFRONTS LOCATIONS WTH CEMENT BOARD PANEL, SMOOTH FINISH, COLOR: SW 6356 DARK BRONZE FINISH, ENDS OF BUILDING, ITP. OF 4 PROVIDE SPLASH BLON TO REMAIN Fly n �- •DO���1 (I COPPER MOUNTAIN, TIP. OF 4 G�� L �jCi�. MAK S k f -C 1 z PROPOSED SOUTH ELEVATION Nwv U-R"Oc I- , 2/ i- A31D 311611HO' v c �- yl _ Scat,- ------- --- F-7 IIF --I I I I III I I L _J I��II L J LJ REMOVE (E) CANOPY METAL FINISH, REMOVE (E) STOREFRONT, GUTTER AND TRIMS, CANOPY STRUCTURE SQUARE OF OPENING TO TO REMAIN, INSTALL NEW METAL PANEL SIZE 20'-10' X W-0', M ROOFING, GUTTER D TPoMS INSTALL NEW STOREFRONT -TI=cG) vl L. - — — T.D. GUTTER — — — — — — — — — — — — — — Ifn — — — — — — — — — — — — — - EL 18 — L-------------- ------------- B,a. CANOPY __1II II II I I r 7 I II II I I I' I II CAyOf L --) I I 4L,atR u IIT FIN. FLOOR •�a EL 1 REMOVE (E) SOFFIT, SOFFIT REMOVE (E) DOWNSPOUTS, REMOVE (E) BOX SIGN REMOVE (E) STOREFRONT, REMOVE () SWAMP REMOVE (E) FINISHES, REMOVE (E) WNDOW TRIM, �djL• STRUCTURE TO REMAIN, RELOCATE TO SIDES OF BUILDING SQUARE OF OPENING TO COOLERS, TYP. OF 2 PREPARE FOR INSTALL REPLACE (E) ENDOW WTH �Sp E INSTALL NEW SOFFIT SIZE 20'-10' X 11'-0', OF NEW FINISHES NEW STOREFRONT ENDOW, n INSTALL NEW STOREFRONT TYP. OF 4 1 , (E) SOUTH ELEVATION A3.0 3/I6=I BRANISLAV RATAJ 4525 GARLAND STREET WHEAT RIDGE 80033, DD 970.623.41 50 S RATAJLO7YAHOO.COM MRATION: THE CUENT UNOERETAemS THAT THE RSON NOT 'RIT111N. AS AN CNITECT OR ENGMEER THEACADOPERATN IS DRAFTING SERVICE FOR A nG$ FOR ESID NCES?R PROPOSED ADDITIONIS AND IOR REMODELING RESIDENCE.. THE CAD -N1 OPKTBPERSN RECO W NDS THAT ALL DRAVANG6 THE CLIENT BE REVIEWED OR REGW SISD ARCHITECT ANON PROFSe 10 NAL ENGINEER PTO COTERRTHE LL ASP CONSTIRME'TO COORDINATE ASPECTS OF CONSTRUCTION ELEVDIONS, HEAD CLEARAN DS. BEAM DEWALL S, HEM CLEAMNCEe. BEAM DEPTHS NE INELL As POST SIZES W ITH THE nGMEEREo oaAvHO6 FOa PaI FIT BEFORE STARTINGCDnXINGox.THE FIT 11 MUST REVIEW AND COORDINATE ALL ASPECTS OF CONSTRUCTION MH THESIAINGS BEFORE STIRTIIIIINIII"SONE DRi ERE ARE ANE CDREES I G N CC IF THE En Z W L) 0 0 H W I ISSUE : W 0 rIL Isra1 a LLL 0 LLL W W M W � 0 0 Z CO W Q 0 = W F - (o a TW W I 3 11.29.2017 PERMIT PROJECT #: 110 DRAWN BY: SR DESIGNED BY: BR CHECKED BY: BR SOUTH ELEVATION A3.0 ELECTRICAL PLAN: REQUIRED BY DRAWING: SERVICE PANEL: 200 AMP 3PH MATERIALS SHALL BE LISTED BY UL (OR SIMILER AGENCY) AND CONFORM WITH NEMA ANSI AND IEEE RACEWAYS ELECROMETALLIC TUBING (EMT) THIN WALL PIPE GALVANIZED, THREADLESS. FLEXIBLE ALUMINUM CONDIUT: STANDARD WALL OUTLET BOXES 4' SQUARE WITH APPROPRIATE MUD RING. ALL WIRE WILL BE #12 THHN SOLID FEEDING NEW 120V OUTLETS. 70 AMP DISCONNECT FEEDING THE NEW RTU'S ON THE NORTH SIDE OF THE BUILDING ARE 3 PHASE #4 THHN WIRE IN 1" EMT WITH A 08 THHN GOUNO WIRE TO EACH UNIT PROVIDE A 120V SERVICE OUTLET FOR EACH RTU LOCATION TO BE DETERMINED NEW EXTERIOR SCONCE LIGHTS ON THE SOUTH SIDE OF THE BUILDING WILL BE LED DESIGN OF THE FIXTURES IHAS NOT BEEN DETERMINED. NEW EXTERIOR LIGHTS ON THE EXTERIOR OF THE BUILDING SOUTH SIDE, WILL BE LED DESIGN OF THE NEW FIXTURES HAS NOT BEEN DETERMINED - IT WILL BE SIMILER TO THE A3.0 ELEVATION PLAN AND INSTALLED TO THE MANUFACTURERS SPEC'S -@N NEW 120V DUPLEX RECEPTACLE DN 70 AMP DISCONNECT EXTERIOR BOX Ee NEW LED LIGHT FIXTURE S NEW LIGHT SWITCH NORTH V U z ami U jN < �amOm M M N N � m W yZW 5,w 3 gp� O N i W R a FILE NAME:6161 W44 :XT. UPGRADE PLANS DRAWN BY: MIKE MUELLER DATE OF PLANS: 12/27/2017 SCALE: 1/16" = 1 ELECTRICAL PLANS FOR: PRICING PERMITING FOR CONSTRUCTION SHEET NUMBER E-1 i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �� G Job Address: Gr 'Iq th Permit Number: 20/70 9 7l�r 1 r- LlNo one available for inspection: Time AM/PM Re -Inspection required: Ye's No When corre tions have been made, call for re -inspection at 303-234- Date:- �� Inspector: O 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: 305 /_:r_A_ SV) Job Address: r & Permit Number: 20/7097/ - t .' �� -4 ' ❑ No one available for inspection: Time % -Q-) A Re -Inspection required:/Y s� No " *When corrections have been made, call for re -inspection l at 303-234-5933 Date: �' �y E Inspector: v, !ix+` 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: ,?0h�A;44( Job Address: Q, w1% Permit Number: ;�D/ %D bq5 ❑ No one available for inspection: Time . : _ `AM/PM Re -Inspection required: Yes Nom. When corrections have been made, call forre-inspection,at 303-234-5933 Date:01. 23 -/,F inspector: �16,AJ 1-'ij— 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: 1 qU • -F�c:T• :�-GjvU JA Job Address: 1,k1. 44 4 �A /6'e - Permit Number: 20(209'L4 j1 �Ly,_- .4 _ .4 No one available for inspection: Time Re -Inspection required: Yes When corrections have been made, call Date: IA,/18� Inspector: AM/PM i . CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 VU R 601V fA Job Address: 61 Vq . 4.4 iL. Permit Number: z/7�( &qfs '�'No one available for inspection: Time AM/PM Re -Inspection required: Yes NoD When corrections have been made, call f spection 03-234- Date: 3234-Date: /(0lK Inspector: DO NOT REMOTE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division �(303) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 30 Job Address: 19 6 M C/ Permit Number: �)O%%1 W ❑ No one available for inspection: Time; K� �AM M Re -Inspection required: Yes, No s When corrections have been made, call for re -inspection at 303-234-5933 Date:Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201709695 PERMIT NO: 201709695 ISSUED: 01/12/2018 JOB ADDRESS: 6161 W 44th AVE EXPIRES: 01/12/2019 JOB DESCRIPTION: Commercial T/I- 7500 sqft. Install a one hour demising wall (22 ft in height x 100 ft in length) to create 2 spaces, , installing 4 outlets in demising wall serviced by existing 200 amps electrical. *** CONTACTS *** OWNER (303)523-5354 BRUCE MALEKI SUB (303)888-2968 Mike Mueller 090040 Five Star Contracting LLC SUB (303)587-2049 Juell Seidel 110222 Seidel Electric LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,000.00 FEES Total Valuation 0.00 Plan Review Fee 578.86 Use Tax 315.00 Permit Fee 283.55 ** TOTAL ** 1,177.41 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2014 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection.All roughs to be done at Framing Inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municippal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of xoperty and am thorized to obtain this permit and perform the work described and approved in conjunction with tphis erm�t a�tt I ap le authorized to include alI entities named within this document as parties to the work to be erfo o be rrd is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER r CONTRACTO"Circle one) Date 1. This permit was issue trfermn provided in the permit application and accompanying plans and specifications and is subject to the compliance wy—Mrthose 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 ermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. .a 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 iclge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsOci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # %---1 2--7 h •-7 Plan Review Fee: 57?- �62 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Li / Property Owner (please print): kjl (� I� � ca� F k� Phone{ o3) _513-,5354 Property Owner Email: al C, { k i 1) f o Cc t f�_ 11 r (3 • CC LVI Mailing Address: (if different than property address) Address: 3535 Te. \Q i St. City, State, zip: DerA;er CCS 09, 11 ArchitectlEng1neer: � 1 Ua Arch itectlEngineer E-mail: ilm k �; C6''(ZC;a I'll Phone ,3) 5'6e �1 \. Contractor: Five 5�0.tr C(i�{r 0.C.�1 v1 A L- -c v Contractors City License #: 0 a CO 110 Phone.�3C3] 9 (� g Contractor E-mail Address: -M i ke - i V e,S+-o_rcU& 0.n I CA ivi For Plan Review Questions & Comments (please print): CONTACT NAME (please print): M ,k( M u d ),E l PhoneC3 03� Y gs - 0q9 V9 CONTACT EMAIL(please print): �1 t h� Ve S►' CO C 0.0 Co Iv1 ' Sub Contractors: Electrical: Se�de� t,`eC `C Plumbing: F- rev T (( rVX6 ir1 Mechanical: i3.j i�20. in W.R. City License # W.R. City License # 0;[15()1 W.R. City License #C� Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT �ZTTHER (Describe) (For%LL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) / h e u3 �� cc. ft c c�k ew L02 f ( t W" It I 5 c ( uv r ro kr1 --rn, -,, l sF f2 s U Sq. Ft./LF �Lt Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) I,- .,..,--moi OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER ONTR * "-, (� UTHpJtIZED `PRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last nanDel: �/" 5 s DATE: ,// -w1d� ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ City of RW heat �ge r"r."MUNiiY DEVELOPMFNT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(cDci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # Plan Review Fee: Building Permit Application **" Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. **' Property Address: Property Owner (please print): Phone: Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: erchetect/Engineer Arch itect/Eng 1 neer E-mail: Phone: Contractor: Contractors City License #: Phone: Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: CONTACT EMAIL(please print): Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: Mechanical: W.R. City License # Complete all information on BOTH sides of this form Print Preview Permit Application - Print Preview Addr/Street: 6161 West 44th Avenue City/State: Wheat Ridge CO Zip Code: 80033 First Name: Bruce Last Name: Maleki Business Name: Phone: 303 523 5354 Phone AH: Cell Phone: 303 523 5354 Fax: Addr: 3535 Tejon Street Suite: City/State: Denver CO Zip Code: 80211 Email: Malekibruce@yahoo.com Building: un -named structure Occupant: Vacant Suite: Property Use Type: Commercial Job Type: 2 Existing Building/ Tenant Improvement Sq Ft: 12,500.00 Cost: $70,000.00 Desc: install a one hour demising wall to create 2 spaces, install HVAC on the East side 1 space = 5000 sf 2nd space = 7500 sf Comments: install a one hour demising wall to create 2 spaces, install HVAC on the East side http://www.mobile-eyes.com/PA—PrintPreview.asp Page 1 of 1 12/26/2017 City of Wheat Ridge Commercial Electric PERMIT - 201708459 PERMIT NO: 201708459 ISSUED: 10/26/2017 JOB ADDRESS: 6161 W 44th AVE EXPIRES: 10/26/2018 JOB DESCRIPTION: Permit to install (1) new and remove and replace (1) light pole in parking lot. Poles are 6ft 8in below ground and NTE 18ft height from finish grade. Running underground electric to existing monument sign and new light poles. (trenching) Running property line fencing 3ft tall and aprx 180 LF total. (2 portions) Installing backflow preventer to main water supply. *** CONTACTS *** OWNER (303)421-4151 LAKE STEVE R GC (303)888-2968 Mike Mueller SUB (303)995-0486 Randy Lane SUB (303)587-2049 Juell Seidel 090040 Five Star Contracting LLC 021507 R n R Plumbing, Inc. 110222 Seidel Electric LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,000.00 FEES Total Valuation 0.00 Plan Review Fee 184.31 Use Tax 315.00 Permit Fee 283.55 ** TOTAL ** 782.86 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2014 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. Must comply with Section 26-503 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 construcci,r, errors resulting from inaccurate information. City of Wheat Ridge Commercial Electric PERMIT - 201708459 PERMIT N0: 201708459 ISSUED: 10/26/2017 JOB ADDRESS: 6161 W 44th AVE EXPIRES: 10/26/2018 JOB DESCRIPTION: Permit to install (1) new and remove and replace (1) light pole in parking lot. Poles are 6ft 8in below ground and NTE 18ft height from finish grade. Running underground electric to existing monument sign and new light poles. (trenching) Running property line fencing 3ft tall and aprx 180 LF total. (2 portions) Installing backflow preventer to main water supply. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and spec tications, applicable building codes, an 11 applicable munici al codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner oft op and am auth o obtain this permit and perform the work described and approved in conjunction "ith this_permit. I fu st legally ed to include all entities named within this document as parties to the work 'to be perlo e erfo isclosed in this document and/or its' accompanying approved plans and specifications. Jr �� 2 `��/ ignatur of OWNER oCO(Circle one) Date I. This permit was issued 2�=Cii�20rmnation provided in thepermit 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. Thts.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 andprocedures 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 re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. s. • Signature of Chief Building Off i Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. FOR OFFICE USE ONLY City of Date: tj ;O'Wh6atl)" idge COMMUNITY DEVELOPMENT Plan/Permit# Building & Inspection Services Division OLLj �'�,. © � 7500 W. 29th Ave., Wheat Ridge, CO 80033 P Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsCa�_ci.wheatridge.co.us lc -- Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 6 1� I j- L{ V A l� l✓ - Property Owner (please print): r �, c,e _ ! V�h� �, f Phone: .3o 3 5.1 -3 53 Property Owner Email: MA lF kl br-u C o 0 yG 4 0 Q • CQ rh Mailing Address: (if different than property address) Address: Jr ?>� FN ey\ City, State, Zip: per_ ko i I V Architect/Engineer E-mail: ,t41 t �e Cl�zr r Lp �' �it7/° (n�, Phone: X03 M40— 2 q 6 Contractor: f l U� S A I�o� �iac -,�►� 1"— Contractors City License #: C d 0 yo r Phone: 30_3 . Contractor E-mail Address: J/YI \ 6 ',tA S b�62:12 Sub Contractors: Electrical: S, J'C'� �'�e� `' Plumbing: R 1, 1,- Plum Mechan/License W.R. City License # r k () ZZ W.R. Cit icense # 01;t-15 0 i W.R. ' # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form ;COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) �� F cLJ e.r 40 j, •} P o e. oo de r � uo—,A ne+�✓ iC�� �r•(,�.tc Nloc4k , ' IeL trtct. I = vJ d3 ,, e ro of t1ii , P ztsl AILOA () ZI—t SaS,. on so, t -,k �idt v P u� � 1 jxs �,!/ 1 �( ,� - P, 7 k � . 1 O I- L �. U t.✓ S^C' v Y � T l (y.*1 j►� H i ✓l [.� �� I` a.� � /' Z 00 Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) If5i VV V r / OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the plication. CIRCLEONE: (OWNER) LONTR�ACTor UTHORIZED E RESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last na DATE: �f � DEPARTMENT USE ONLY ZONING COMMMENTS: \.// , , � OCCUPANCY CLASSIFICATION: Reviewer: �V BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ V „` I, city �Of”r� .� eat COMMUNITY Doatorm NT APPROVED Reviewed for Code C_Omp lance plans E9-3 r� CIL ENGINEERING, INC. PROFESSIONAL FORENSIC ENGINEERING 2750 S. WADSWORT4 9MMITE 0 203 DENVER, ED 80227 720-449-9450 OLENG!NEE'R.COM Calculations .�,�.��..��.�.,..i�Itt , ..a•�+�'�°'"""'"' for Md�uttonsyholla �� fp , M M 1�W,r,l� rgrdOrMM M - Pole Foundation at 6161 W 44th Ave Wheat Ridge, CO 80033 Job # 2017-3793 TABLE OF CONTENTS: Wind Loading Flagpole Embedment Unrestrained Column Base Plate Reinforce Concrete Column Pg. 1-2 Pg. 2-3 Pg. 3-13 Pg. 13-15 Prepared by Caleb Rapp, EIT 10/16/2017 Calculations package created under the direct supervision of Garrett Townsend, P.E. Calculation documents are valid for a single use at the project location and shall not be reused, copied, or reproduced without written approval of the registered design professional in reasonable charge. K3 i -.aft—" -, Project Job Ref. tE` LIGHT POLE FOUNDATION 217-3793 GL ENGIPVEEi11NG. INf�. Address Sheet no./rev. DL Engineering, Inc 6161 W. 44th Ave. Wheat Ridge, CO 80033 1 2750 S. Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Date Suite D-203 Denver, CO 80227 CR 10/16/2017 GT 10/17/2017 GT 10/17/2017 WIND LOADING (ASCE7-10) WIND LOADING (ASCE7-10) In accordance with ASCE7-10 incorporating Errata No. 1 and Errata No. 2 Using the directional design method Tedds calculation version 2.0.17 3 ft--� �AL IT1 F M N Wall/sign data Length of wall/sign; Height of wall/sign; Height to top of sign; General wind load requirements Basic wind speed; Risk category; Velocity pressure exponent coeff (Table 26.6-1); Exposure category (cl.26.7.3); Gust effect factor; Topography Topography factor not significant; Velocity pressure Velocity pressure coefficient (T.29.3-1); Velocity pressure; Area of sign; Ratio of solid area to gross area; Wall/sign forces — Case A and B Force coefficient (Figure 29.4-1); Resultant force; B = 3.00 ft s=2.00ft h=23.00ft V = 110.0 mph 11 Kd = 0.85 C Gf = 0.85 KZt = 1.0 City of Wheat Rida- Quilajn9 Division Kz = 0.92 qh = 0.00256 x KZ x KZt x Kd x Vz x 1 psf/mphz = 24.3 psf Af=Bxs=6ft2 F = 1.00 Cf_A = 1.80 FA = max(16psf, qh x Gf x Cf A) x Af = 0.2 kips 0.2 kips Plan - Case A 0.6 ft 0.2 kips Plan - Case B FLAGPOLE EMBEDMENT (IBC) UNRESTRAINED FLAGPOLE EMBEDMENT (IBC 2015) TEDDS calculation version 1.2.00 200.0 Ib City of N Wheat Ridge Buudin9 Division x 0 25.0 RjfO Ib " GI ' Actual soil pressure = 207.2 psf Allowable soil pressure = 207.2 psf x N Project Job Ref. OL en+cweeRINc. iNr LIGHT POLE FOUNDATION 217-3793 Address 6161 W. 44th Ave. Wheat Ridge, CO 80033 Sheet no./rev. 2 DL Engineering, Inc 2750 S. Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Date Suite D-203 Denver, Co 80227 CR 10/16/2017 GT 10/17/2017 GT 10/17/2017 0.2 kips Plan - Case A 0.6 ft 0.2 kips Plan - Case B FLAGPOLE EMBEDMENT (IBC) UNRESTRAINED FLAGPOLE EMBEDMENT (IBC 2015) TEDDS calculation version 1.2.00 200.0 Ib City of N Wheat Ridge Buudin9 Division x 0 25.0 RjfO Ib " GI ' Actual soil pressure = 207.2 psf Allowable soil pressure = 207.2 psf x N QR Project Job Ref. oL ENGINEERING. INC LIGHT POLE FOUNDATION 217-3793 Address 6161 W. 44th Ave. Wheat Ridge, CO 80033 Sheet no./rev. 3 DL Engineering, Inc 2750 S. Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Date Suite D-203 Denver, CO 80227 CR 10/16/2017 GT 10/17/2017 GT 10/17/2017 Soil capacity data Allowable passive pressure; Maximum allowable passive pressure; Load factor 1 (1806.1); Load factor 2 (1806.3.4); Pole geometry Shape of the pole; Diameter of the pole; Laterally restrained; Load data First point load; Distance of Pt from ground surface; Second point load; Distance of P2 from ground surface; Uniformly distributed load; Start distance of W from ground surface; End distance of W from ground surface; Applied moment; Distance of Mi from ground surface; Shear force and bending moment Total shear force; Total bending moment at grade; Distance of resultant lateral force; Embedment depth (1807.3.2.1) Embedment depth provided; Allowable lateral passive pressure; Factor A; Embedment depth required; Actual lateral passive pressure; Lsbc = 100 pcf Pmax = 2000 psf LDF1 = 1.00 LDF2 = 1.0 Round Dia = 24 in No P, = 200 lbs Hi=23ft P2 = 0 lbs H2=1ft W = 25 plf a=oft at=3ft Mi = 0 Ib ft H3=0ft F=P,+P2+W x(al —a)=275 lbs M9=PixHi+P2xH2+Wx(a,—a)x(a+al) /2+Mt=4712.5lb—ft h=abs(M9/F)=17.14ft D=6.22ft S1 = min(Pr ax, Lsbc x min(D, 12 ft) / 3) x LDF1 x LDF2 = 207.2 psf A = 2.34 x abs(F) / (Si x Dia) = 1.6 ft Di=0.5xAx (1 +(1 +((4.36x h)/A))05)=6.22ft S2 = (2.34 x abs(F) x ((4.36 x h) + (4 x D))) / (4 x D2 x Dia) = 207.2 psf COLUMN BASE PLATE DESIGN (AISC360) COLUMN BASE PLATE DESIGN In accordance with AISC 360-10 City of Wheat Rigyc BU"C1ir?[ Tedds calculation version 2.1.00 ' Project Job Ref. LIGHT POLE FOUNDATION 217-3793 CIL ENUNEkeNc. INC. Address Sheet no./rev. DL Engineering, Inc 6161 W. 441h Ave. Wheat Ridge, CO 80033 4 2750 S. Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Date Suite D-203 Denver, CO 80227 CR 10/16/2017 GT 10/17/2017 GT 10/17/2017 Plan on baseplate Design forces and moments Axial force; Bending moment; Shear force; Eccentricity; Anchor bolt to center of plate; Column details Column section; Depth; Breadth; Thickness; Baseplate details Depth; Breadth; Thickness; Design strength; Foundation geometry Member thickness; Dist center of baseplate to left edge foundation; Dist center of baseplate to right edge foundation; Dist center of baseplate to bot edge foundation; Dist center of baseplate to top edge foundation; Holding down bolt and anchor plate details Total number of bolts; Bolt diameter; Bolt spacing; Edge distance; Minimum tensile strength, base plate; Minimum tensile strength, column; Compressive strength of concrete; Bolt diameter- 0.8" Bolt embedment - 15.0" Flange/base weld - 0.3" Web/base weld - 0.3" HSS 4x4x0.250 0.1 kips 0.2 kip 4.7 ki in 1.96 ksi 0.4 kips Elevation on baseplate P„ = 0.1 kips; (Compression) Mu = 4.7 kip—in Fv = 0.2 kips e=ABS(M„/P„)=34.152 in f = N/2 - e1 = 4.500 in HSS 4x4x0.250 d = 4.000 in bf = 4.000 in t = 0.233 in N = 11.000 in B=11.000 in tp = 0.750 in Fy = 36.0 ksi ha = 20.000 in xcel = 6.500 In xce2 = 6.500 In ycel = 6.500 In yce2 = 6.500 in Nbolt = 4 do = 0.750 in sbolt = 9.000 in e1 = 1.000 in Fy = 36 ksi Fycoi = 50 ksi fc=3ksi RProject Job Ref. OL ENGINEERING, INC. LIGHT POLE FOUNDATION 217-3793 Address 6161 W. 441h Ave. Wheat Ridge, CO 80033 Sheet no./rev. 5 DL Engineering, Inc 2750 S. Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Date Suite D-203 Denver, CO 80227 CR 10/16/2017 GT 10/17/2017 GT 10/17/2017 Strength reduction factors Compression; Flexure; Weld shear; Plate cantilever dimensions Area of base plate; Maximum area of supporting surface; Nominal strength of concrete under base plate; Bending line cantilever distance m; Bending line cantilever distance n; Maximum bending line cantilever; Check eccentricity (c = 0.65 ($Ib = 0.90 tjly = 0.75 A,=BxN=121.000in2 A2 = (N + 2 x [min) x (B + 2 x Imin) = 169.000 Int Pp = 0.85 x fc x Al x min(�(A2 / Ai), 2) = 364.7 kips m=(N-0.95xd)/2=3.600 in n=(B-0.95xbf)/2=3.600 in I = max(m, n) = 3.600 in Maximum bearing stress; fp,max = 0.85 x f x i$,c x min(�(A2 / At), 2) = 1.96 ksi Maximum bearing pressure; gmax = fp,max x B = 21.55 kips/in Critical eccentricity; ecnt = N / 2 - P, / (2 x qmax) = 5.497 in e > ec it so loads cannot be resisted by bearing alone. Therefore consider as a large moment Plate dimensions adequate as (f + N/2)2 >= (2 x P„ x (e + t))/qma. and a real solution for bearing length exists Bearing length - quadratic solution 1; Y, = (f + N/2) + �((f + N/2)2 - (2 x P, x (e + f))/gmax) = 19.975 in Bearing length - quadratic solution 2; Y2 = (f + N/2) - �((f + N/2)2 - (2 x P„ x (e + f))/gmax) = 0.025 in Bearing length; Y = min(Y,, Y2) = 0.025 in Tension force in bolts; Tu = gmax x Y - P. = 0.4 kips Max tension in single bolt; Trod = T„ / (Nbolt/2) = 0.2 kips Base plate yielding limit at bearing interface Required plate thickness; tp,req = �((4 x fp,max x Y x (I - Y/2))/(fib x Fy)) = 0.147 in PASS - Thickness of plate exceeds required thickness Base plate yielding limit at tension interface Distance from bolt CL to plate bending lines; x = abs(m - e,) = 2.600 in Plate thickness required; tp,req = 2.11 x 1((Tu x x)/(B x Fy)) = 0.108 in PASS - Thickness of plate exceeds required thickness Combined tension and bending in anchor bolts Gross cross sectional area of anchor; Abolt = 7t x dal / 4 = 0.442 int Thickness of washer; Shear stress in anchor; Lever arm; Bending in anchor; Elastic modulus of anchor; Stress in anchor due to bending; Axial stress in anchor; Tensile stress in anchor; Nominal tensile stress of anchor (Table J3.2); Nominal shear stress of anchor (Table J3.2); Tensile stress of anchor; twash = 0.250 in fv = Fv / (Nbolty x Abolt) = 0.20 ksi z = tp + twash / 2 = 0.875 in MI = Fv x z / Nbolty = 0.01 kips_ft Zbolt = da3 / 6 = 0.070 Ina ftb = MI / Zbolt = 1.1 ksi fta = Trod / Abolt = 0.4 ksi ft = ftb + fta = 1.5 ksi Fnt = 0.75 x feta = 43.5 ksi Fnv = 0.45 x feta = 26.1 ksi �Fnt = 0, x Fnt = 32.6 ksi c,"� Of I heat &IQR%a 0,. o& by Q/UIS.on b, cx..wsa Project LIGHT POLE FOUNDATION Job Ref. 217-3793 CIL ENGINFERING. INC. Address 6161 W. 44th Ave. Wheat Ridge, CO 80033 Sheet no./rev. 6 DL Engineering, Inc 2750 S. Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Date Suite D-203 Denver, CO 80227 CR 10/16/2017 GT 10/17/2017 GT 10/17/2017 Modified tensile stress (Eqn J3 -3a); �F'nt = min( x (1.3 x Fnt - (Fnt x Fnv)) x fv), OFnt) = 32.6 ksi PASS - Combined shear and bending resistance of rods exceed tensile stress in rods Tension weld Tension flange weld leg length; twf = 0.3125 in Effective flange weld width; ITweld,eff = ITweld,eff ud = 2 in Tensile load per inch; Rwf = Trod / ITweld,eff = 0.1 kips/in Electrode classification number; FEXX = 70.0 ksi Design weld stress; �Fnw = �v x 0.60 x FEXX x (1.0 + 0.5 x (sin(90deg))15) = 47.250ksi Design strength of weld per in; oRnf = �Fnw x twf / �(2) = 10.4 kips/in PASS - Available strength of weld exceeds force in tension weld Local stress on flange; kiocal = (Trod) / (ITweld,eff x tf) = 0.425 ksi Column flange allowable stress; Fycol / 1.67 = 29.940 ksi PASS - Local column capacity exceeds local column stress Shear weld Shear web weld leg length; tww = 0.3125 in Shear web weld force per in; Rwl = F„ / (2 x (d - 2 x t)) = 0.025 kips/in Electrode classification number; FEXX = 70.0 ksi Design weld stress; �Fnw = �v x 0.60 x FEXX x (1.0 + 0.5 x (sin(Odeg))15) = 31.500ksi Design strength of weld per in; �Rnl = �Fnw x tww / �(2) = 7.0 kips/in PASS - Available strength of shear weld exceeds force in shear weld ANCHOR BOLT DESIGN In accordance with AC1318-14 Tedds calculation version 2.1.00 Anchor bolt geometry Type of anchor bolt; Cast -in hooked end bolt anchor Nominal tensile strength of steel; futa Diameter of anchor bolt; da = 0.75 in = 3 ksi Number of bolts in x direction; Nboltx = 2 Modification factor for cast -in anchor concrete failure Number of bolts in y direction; Nbolty = 2 Total number of bolts; ntotal = (Nboltx x 2) + (Nbolty - 2) x 2 = 4 Total number of bolts in tension; intens = (NboltN x 2) + (Nbolty - 2) = 2 C�ryor whoa Spacing of bolts in x direction; sboltx = 9 in f'4idg� Spacing of bolts in y direction; sbolty = 9 in eu�y Number of threads per inch; int = 10 a/h9p;t�S�o Effective cross-sectional area of anchor; Ase = Tr / 4 x (da - 0.9743 in / nt)z = 0.334 int " Embedded depth of each anchor bolt; hef = 15 in Material details Minimum yield strength of steel; fya = 36 ksi Nominal tensile strength of steel; futa = 58 ksi Compressive strength of concrete; fc = 3 ksi Concrete modification factor; k = 1.00 Modification factor for cast -in anchor concrete failure as=1.Oxa=1.00 Strength reduction factors Project Job Ref. OL ervcINeeR,nc. INC.LIGHT POLE FOUNDATION 217-3793 Address 6161 W. 4411 Ave. Wheat Ridge, CO 80033 Sheet no./rev. 7 DL Engineering, Inc 2750 S. Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Date Suite D-203 Denver, CO 80227 CR 10/16/2017 GT 10/17/2017 GT 10/17/2017 Strength reduction factors Tension of steel element; �t,s = 0.75 Shear of steel element; Ov,s = 0.65 Concrete tension; kc = 0.65 Concrete shear; Ov,c = 0.70 Concrete tension for pullout; Ot,cB = 0.70 Concrete shear for pryout; Op ,cB = 0.70 Steel strength of anchor in tension (17.4.1) Nominal strength of anchor in tension; Nsa = Ase x feta = 19.40 kips Steel strength of anchor in tension; ONsa = ks x Nsa = 14.55 kips PASS - Steel strength of anchor exceeds max tension in single bolt Check concrete breakout strength of anchor bolt in tension (17.4.2) The spacing and embedded depth of the bolts/anchors are such that the projected area of all the anchors do not overlap. The concrete breakout strength of the anchors will therefore be based on a single anchor with the maximum axial force to a single anchor 0.4 kips 0.18 kips 0 io ^ O N lel O W M IFO L/ O N 2.0" 1*- 9.0" o 2.0° 14� 1 1 �%ty Plan on foundation V Section A -A 4n, Concrete breakout - tension Wheat Fil'dge Single anchor Bui/ding Division Applied axial force; Ns = Nmax,s = 0.20 kips Eccentricity; e'N = 0 in The anchors are located at less than 1.5hef from 4 edges. Therefore the effective embedded depth has to be limited to 3.00" in accordance with D.5.2.3 Limiting embedded depth; hef,iim = 3.00 in rr Project Job Ref. POLE FOUNDATION 217-3793 ❑L ENGINEER€NCG, INC,LIGHT Address Sheet no./rev. DL Engineering, Inc 6161 W. 44" Ave. Wheat Ridge, CO 80033 8 2750 S. Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Date Suite D-203 Denver, CO 80227 CR 10/16/2017 GT 10/17/2017 GT 10/17/2017 Coeff for basic breakout strength in tension; Breakout strength for single anchor in tension; Projected area for groups of anchors; Projected area of a single anchor; Min dist center of anchor to edge of concrete; Mod factor for groups loaded eccentrically; Modification factor for edge effects; kc = 24 Nb = kc x ka x NI(fc x 1 psi) x hef,iimt 5 x 1 in° 5 = 6.83 kips ANc = 42.3 in ANc. = 9 x hefjim2 = 81 In2 Ca,min = 2 In ylec,N = min(1 / (1 + ((2 x e'N) / (3 x hef,lim))), 1) = 1.000 yfed,N = 0.7 + 0.3 x (ca,min / (1.5 x hef,iim)) = 0.833 Modification factor for no cracking at service loads; y/c,N = 1.000 Modification factor for cracked concrete; Ycp,N = 1.000 Nominal concrete breakout strength; Ncb = ANc / ANco x y/ed,N x y/c,N x y1cp,N x Nb = 2.97 kips Concrete breakout strength; ifiNcb = I$,t,c x Ncb = 1.93 kips PASS - Breakout strength exceeds tension in bolts Pullout strength (17.4.3) Net bearing area of the head of anchor; Abrg = 1 int Mod factor for no cracking at service loads; y,c,P = 1.000 Pullout strength for single anchor; Np = 0.9 x fc x eh x da = 6.08 kips Nominal pullout strength of single anchor; Npn = y1c,P x Np = 6.08 kips Pullout strength of single anchor; ONpn = ot,cB x Npn = 4.25 kips PASS - Pullout strength of single anchor exceeds maximum axial force in single bolt Side face blowout strength (D.5.4) The sideface blowout will be checked in the x and y directions as the edge distances for the bolts in both directions are less than hef / 2.5 Check x direction Axial force in group of anchors; Edge distance; Side face blowout strength for single anchor; Distance between outer anchors along the edge; Nom side face blowout strength multiple anchors; Side face blowout strength for multiple anchors; Check y direction Axial force in single anchor; Nom side face blowout strength for single anchor; Side face blowout strength for multiple anchors; C7jy Nsfb = (Nt) = 0.40 kips �1/fje Of Cal = 2.00 In a7 ? ca2 = 2.00 in �4aa��9 p ��� Nsb = (160 x cal x �(Abrg) x %a x Afc x 1 psi)) = 17.53 kips ,✓�S�o� s = (Nb.ity-1) x sboty = 9 in Nsbg = (1 + s / (6 x Cal)) x Nsb = 30.67 kips Nsbg = I$It,c x Nsbg = 19.94 kips PASS - Sideface blowout strength exceeds tension in bolts Nsfb = Ni / Nboity = 0.20 kips Nsb = ((1 + max(1, min((Ca2 / cal), 3))) / 4) x (160 x Ca, x V(Abrg) x ka x Afc x 1 psi)) = 8.76 kips Nsb = �tx x Nsb = 5.70 kips PASS - Sideface blowout strength exceeds tension in bolts Steel strength of anchor in shear (17.5.1) Built-up grout pads are used so nominal strength will be multiplied by 0.8 (17.5.1.3) Effective number of anchors in shear; WOW = 2 Nom strength of anchor in shear; Vsa = 0.8 x NboltV x 0.6 x Ase x feta = 18.62 kips Steel strength of anchor in shear; Vsa = IfIv,s x Vsa = 12.10 kips PASS - Steel strength of anchor exceeds shear in bolts Concrete breakout strength in shear perpendicular to edge - Case 2. All shear resisted by rear bolts (17.5.3) 0.4 kips 0.18 kips 0 N O " T O IF - - — O N 2.0" 1-4 1-1 2.0" Plan on foundation Applied shear; Edge distance x for shear near corner; Edge distance y for shear near corner; Load bearing length of anchor; Basic concrete breakout strength; Basic concrete breakout strength; Projected area of a single anchor; Projected area of a group of anchors; Mod factor for edge effect; Eccentricity of loading; Modification factor of eccentric loading; Modification factor for cracking; Modification factor for edge distance; m Section A -A Concrete breakout - shear Cytyo of Vapp = V = 0.18 kipshe�tRi q` Cal = 11 in p4j/an gO' Cat = min(yce1, yce2) - (((Nboity - 1)/2) x Sboity) = 2 in le = min(hef, 8 x da) = 6 In Vb1 = 7 x (le / da )0_2 x 4(da) x ka x Afc x 1pSi) x (Cal)1-5 = 18.36 kips Vb2 = 9 x ka x 4(f c x 1 psi x 1 in) x (Cal)1.5 = 17.98 kips Vb = Min(Vb1, Vb2) = 17.98 kips Avco = 4.5 x Ca12 = 544.5 int Avc=214.5in2 k/ed.V = 0.7 + 0.3 x Cat / (1.5 x Cal) = 0.736 e'v = 0 in %Vec,v = min(1, 1 / (1 + ((2 x e'v) / (3 x Cal)))) = 1.000 WC'V = 1.000 Yh,V = 1.0 = 1.000 Nominal concrete break out strength in shear; Vcbg = Avc / Avco x yec,v X tl/ed,v X Yc,V X ym,V x Vb = 5.22 kips Concrete break out strength in shear; �Vcbg = ov,c XVcbg = 3.65 kips PASS - Shear breakout perpendicular to edge strength exceeds shear in bolts Project Job Ref. OL ErCi111111 NC, INC. POLE FOUNDATION 217-3793 Address 6161 W. 44th Ave. Wheat Ridge, CO 80033 Sheet no./rev. 9 DL Engineering, Inc 2750 S. Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Date Suite D-203 Denver, CO 80227 CR 10/16/2017 GT 10/17/2017 GT 10/17'2017 PASS - Steel strength of anchor exceeds shear in bolts Concrete breakout strength in shear perpendicular to edge - Case 2. All shear resisted by rear bolts (17.5.3) 0.4 kips 0.18 kips 0 N O " T O IF - - — O N 2.0" 1-4 1-1 2.0" Plan on foundation Applied shear; Edge distance x for shear near corner; Edge distance y for shear near corner; Load bearing length of anchor; Basic concrete breakout strength; Basic concrete breakout strength; Projected area of a single anchor; Projected area of a group of anchors; Mod factor for edge effect; Eccentricity of loading; Modification factor of eccentric loading; Modification factor for cracking; Modification factor for edge distance; m Section A -A Concrete breakout - shear Cytyo of Vapp = V = 0.18 kipshe�tRi q` Cal = 11 in p4j/an gO' Cat = min(yce1, yce2) - (((Nboity - 1)/2) x Sboity) = 2 in le = min(hef, 8 x da) = 6 In Vb1 = 7 x (le / da )0_2 x 4(da) x ka x Afc x 1pSi) x (Cal)1-5 = 18.36 kips Vb2 = 9 x ka x 4(f c x 1 psi x 1 in) x (Cal)1.5 = 17.98 kips Vb = Min(Vb1, Vb2) = 17.98 kips Avco = 4.5 x Ca12 = 544.5 int Avc=214.5in2 k/ed.V = 0.7 + 0.3 x Cat / (1.5 x Cal) = 0.736 e'v = 0 in %Vec,v = min(1, 1 / (1 + ((2 x e'v) / (3 x Cal)))) = 1.000 WC'V = 1.000 Yh,V = 1.0 = 1.000 Nominal concrete break out strength in shear; Vcbg = Avc / Avco x yec,v X tl/ed,v X Yc,V X ym,V x Vb = 5.22 kips Concrete break out strength in shear; �Vcbg = ov,c XVcbg = 3.65 kips PASS - Shear breakout perpendicular to edge strength exceeds shear in bolts _ Project Job Ref. CIL ENGINEERING. INC. LIGHT POLE FOUNDATION 217-3793 Address 6161 W. 44th Ave. Wheat Ridge, CO 80033 Sheet no./rev. 10 DL Engineering, Inc 2750 S. Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Date Suite D-203 Denver, CO 80227 CR 10/16/2017 GT 10/17/2017 GT 10/17/2017 Concrete breakout strength in shear - Case 1. Half of shear resisted by front bolts (17.5.3) 0 O 0 N O 0) J \J O N 2.0" 19.01, 2.0" ',� Plan on foundation Applied shear; Edge distance x for shear near corner; Edge distance y for shear near corner; Load bearing length of anchor; Basic concrete breakout strength; Basic concrete breakout strength; Projected area of a single anchor; Projected area of a group of anchors; Mod factor for edge effect; Eccentricity of loading; 0.4 kips 0.18 kips oo Concrete breakout - shear Section A -A Cry VaPP = V / 2 = 0.09 kips Cal = 2 in (yce1, yce2 Nboit 1 /2 x sboit = 2 in Uiiain 9� cat =min ) - ((( v - ) ) v) 9 le = min(hef, 8 x da) = 6 In Ory 1/0 � Vb1 = 7 x (le / da)0 2 x �(da) x as x Afc x 1 psi) x (Ca1)1.5 = 1.42 kips Vb2 = 9 x Xa x Afc x 1 psi x 1 In) x (ca1)1 5= 1.39 kips Vb = Min(Vb1, Vb2) = 1.39 kips Avco = 4.5 x Ca12 = 18 int Avc = 30 int yVed.V=0.7+0.3xCa2/(1.5xcal) =0.900 e'v=0in Modification factor of eccentric loading; ylec,v = min(1, 1 / (1 + ((2 x e'v) / (3 x ca1)))) = 1.000 Modification factor for cracking; y,c,V = 1.000 Modification factor for edge distance; Yh,V = 1.0 = 1.000 Nominal concrete break out strength in shear; Vcb = Avc / Avco x yled,v x tyc,V x y,h,V x Vb = 2.09 kips Concrete break out strength in shear; IfIVcb = (tv,c xVcb = 1.46 kips PASS - Shear breakout perpendicular to edge strength exceeds shear in bolts Concrete breakout strength in shear parallel to edge - Case 2. All shear resisted by rear bolts ( parallel to edge - Case 2. All shear resisted by rear bolts) 4- 0 O0"N O ----------------- O N 2 0 14 9.01, 2 0' Plan on foundation Applied shear; Edge distance x for shear near corner; Edge distance y for shear near corner; Load bearing length of anchor; Basic concrete breakout strength; Basic concrete breakout strength; Projected area of a single anchor; Projected area of a group of anchors; Mod factor for edge effect; Eccentricity of loading; Modification factor of eccentric loading; Modification factor for cracking; Modification factor for edge distance; Nominal concrete break out strength in shear; Concrete break out strength in shear; 0.4 kips 0.18 kips 10. Section A -A Concrete breakout - side shear 0- /6V f Vapp = V = 0.18 kips 9 Pot Y/c/ cat,p = 11 In 4l/din9 g4� Ca2,p = min(Xce1, Xce2) - (((Nboltx - 1 )/2) x Sboltx) = 2 In le = min(hef, 8 x da) = 6 in Vb,pt = 7 x (le / da)0 2 x J(da) x as x �(fc x 1 psi) x (Ca1,p)1 5 = 18.36 kips Vb,p2 = 9 x ka x �(fo x 1 psix 1 in) x (ca1,p)1.5 = 17.98 kips Vb,p = Min(Vb,p1, Vb,p2) = 17.98 kips Avco,p = 4.5 x ca1,p2 = 544.5 in2 Avc,p = 214.5 in2 Yed,v,p = 1.000 e'V,p = 0 in Wec,V,p = min(1, 1 / (1 + ((2 x e'v,p) / (3 x ca1,p)))) = 1.000 YC'V = 1.000 wh,V,p = 1.0 = 1.000 Vcbg,p = 2 x Avc,p / AVco,p x Wec,V,p x y/ed,V,p x kVc,V x Yh,V,p x Vb,p = 14.17 kips �Vcbg,p = �v,c xVcbg,p = 9.92 kips PASS - Shear breakout strength parallel to edge exceeds shear in bolts Project Job Ref. pE ENGIdNEERING. INC. LIGHT POLE FOUNDATION 217-3793 Address 6161 W. 441h Ave. Wheat Ridge, CO 80033 Sheet no./rev. 11 DL Engineering, Inc 2750 S. Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Date Suite D-203 Denver, CO 80227 CR 10/16/2017 GT 10/17/2017 GT 10/17/2017 Concrete breakout strength in shear parallel to edge - Case 2. All shear resisted by rear bolts ( parallel to edge - Case 2. All shear resisted by rear bolts) 4- 0 O0"N O ----------------- O N 2 0 14 9.01, 2 0' Plan on foundation Applied shear; Edge distance x for shear near corner; Edge distance y for shear near corner; Load bearing length of anchor; Basic concrete breakout strength; Basic concrete breakout strength; Projected area of a single anchor; Projected area of a group of anchors; Mod factor for edge effect; Eccentricity of loading; Modification factor of eccentric loading; Modification factor for cracking; Modification factor for edge distance; Nominal concrete break out strength in shear; Concrete break out strength in shear; 0.4 kips 0.18 kips 10. Section A -A Concrete breakout - side shear 0- /6V f Vapp = V = 0.18 kips 9 Pot Y/c/ cat,p = 11 In 4l/din9 g4� Ca2,p = min(Xce1, Xce2) - (((Nboltx - 1 )/2) x Sboltx) = 2 In le = min(hef, 8 x da) = 6 in Vb,pt = 7 x (le / da)0 2 x J(da) x as x �(fc x 1 psi) x (Ca1,p)1 5 = 18.36 kips Vb,p2 = 9 x ka x �(fo x 1 psix 1 in) x (ca1,p)1.5 = 17.98 kips Vb,p = Min(Vb,p1, Vb,p2) = 17.98 kips Avco,p = 4.5 x ca1,p2 = 544.5 in2 Avc,p = 214.5 in2 Yed,v,p = 1.000 e'V,p = 0 in Wec,V,p = min(1, 1 / (1 + ((2 x e'v,p) / (3 x ca1,p)))) = 1.000 YC'V = 1.000 wh,V,p = 1.0 = 1.000 Vcbg,p = 2 x Avc,p / AVco,p x Wec,V,p x y/ed,V,p x kVc,V x Yh,V,p x Vb,p = 14.17 kips �Vcbg,p = �v,c xVcbg,p = 9.92 kips PASS - Shear breakout strength parallel to edge exceeds shear in bolts Concrete breakout strength in shear parallel to edge - Case 1. Half of shear resisted by front bolts ( parallel to edge - Case 1. Half of shear resisted by front bolts) 4- 0 O O N O W O 0 - O N 2.0" 19.0" —i 2.0" Plan on foundation Applied shear; Edge distance x for shear near corner; Edge distance y for shear near corner; Load bearing length of anchor; Basic concrete breakout strength; Basic concrete breakout strength; Projected area of a single anchor; Projected area of a group of anchors; Mod factor for edge effect; Eccentricity of loading; Modification factor of eccentric loading; Modification factor for cracking; Modification factor for edge distance; Nominal concrete break out strength in shear; Concrete break out strength in shear; Pryout strength of anchor in shear (17.5.3) Coefficient of pryout strength; 0.4 kips 0.18 kips Concrete breakout - side shear r 1' 1" 10 Section A -A af Vapp = V / 2 = 0.09 kips ca1,p = 2 in �,iah age ca2,p = min(xce1, xce2) - (((Nboltx - 1)/2) x Sboltx) = 2 in le = min(hef, 8 x da) = 6 in Vb,p1 = 7 x (le / da )1.2 x �(da) x %-a x Afc x 1 psi) x (Ca1,p)1.5 = 1.42 kips Vb,p2 = 9 x �,a x �(fc x 1 psix 1 in) x (Cal P)1.5 = 1.39 kips Vb,p = Min(Vb,p1, Vb,p2) = 1.39 kips Avco,p = 4.5 x Ca1,p2 = 18 int Avc,p = 30 int yfed,v,p = 1.000 e'v,p = 0 in Yec,V,p = min(1, 1 / (1 + ((2 x e'v,p) / (3 x Ca1,p)))) = 1.000 Yc,V = 1.000 Yh,V,p = 1.0 = 1.000 Vcb,p = 2 x Avc,p / Avco,p x yled,v,p x Yc,V x Wh,V,p x Vb,p = 4.65 kips �Vcb,p = �v,c xVcb,p = 3.25 kips PASS - Shear breakout strength parallel to edge exceeds shear in bolts kcp = 2.0 Project Job Ref. LIGHT POLE FOUNDATION 217-3793 ❑L EVGNNEERING. INC;:. Address Sheet no./rev. DL Engineering, Inc 6161 W. 44th Ave. Wheat Ridge, CO 80033 12 2750 S. Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Date Suite D-203 Denver, CO 80227 CR 10/16/2017 GT 10/17/2017 GT 10/17/2017 Concrete breakout strength in shear parallel to edge - Case 1. Half of shear resisted by front bolts ( parallel to edge - Case 1. Half of shear resisted by front bolts) 4- 0 O O N O W O 0 - O N 2.0" 19.0" —i 2.0" Plan on foundation Applied shear; Edge distance x for shear near corner; Edge distance y for shear near corner; Load bearing length of anchor; Basic concrete breakout strength; Basic concrete breakout strength; Projected area of a single anchor; Projected area of a group of anchors; Mod factor for edge effect; Eccentricity of loading; Modification factor of eccentric loading; Modification factor for cracking; Modification factor for edge distance; Nominal concrete break out strength in shear; Concrete break out strength in shear; Pryout strength of anchor in shear (17.5.3) Coefficient of pryout strength; 0.4 kips 0.18 kips Concrete breakout - side shear r 1' 1" 10 Section A -A af Vapp = V / 2 = 0.09 kips ca1,p = 2 in �,iah age ca2,p = min(xce1, xce2) - (((Nboltx - 1)/2) x Sboltx) = 2 in le = min(hef, 8 x da) = 6 in Vb,p1 = 7 x (le / da )1.2 x �(da) x %-a x Afc x 1 psi) x (Ca1,p)1.5 = 1.42 kips Vb,p2 = 9 x �,a x �(fc x 1 psix 1 in) x (Cal P)1.5 = 1.39 kips Vb,p = Min(Vb,p1, Vb,p2) = 1.39 kips Avco,p = 4.5 x Ca1,p2 = 18 int Avc,p = 30 int yfed,v,p = 1.000 e'v,p = 0 in Yec,V,p = min(1, 1 / (1 + ((2 x e'v,p) / (3 x Ca1,p)))) = 1.000 Yc,V = 1.000 Yh,V,p = 1.0 = 1.000 Vcb,p = 2 x Avc,p / Avco,p x yled,v,p x Yc,V x Wh,V,p x Vb,p = 4.65 kips �Vcb,p = �v,c xVcb,p = 3.25 kips PASS - Shear breakout strength parallel to edge exceeds shear in bolts kcp = 2.0 Nominal pryout strength of anchor in shear; Pryout strength of anchor in shear; Interaction of tensile and shear forces Critical design strength in tension; Critical applied tensile force; Critical design strength in shear; Critical applied shear force; RC COLUMN DESIGN (AC1318) Vcpg = kcp x Ncb = 5.94 kips (Vcpg = �v,cB x Vcpg = 4.16 kips PASS - Pryout strength of anchor exceeds shear in bolts On = oNcb,s = 1.93 kips Nua = Ns = 0.20 kips Nua / ONn = 0.103 Vn = oVcb,f = 1.46 kips Vua = abs(V) = 0.18 kips Vua/OVn=0.12 Full strength in both shear and tension are permitted PASS - Applied tension and shear are less than tension and shear capacities RC CIRCULAR COLUMN DESIGN (ACI318-14) Applied loads Ultimate axial force acting on column; Pu_act = 138 kips Ultimate moment about major (X) axis; Mux -act = 4.713 kips—ft Geometry of column Column diameter; Clear cover to all reinforcement; Unsupported height of column about x axis; Effective height factor about x axis; Column state about the x axis; Unsupported height of column about y axis; Effective height factor about y axis; Column state about the y axis; Reinforcement of column Numbers of bars of longitudinal steel; Longitudinal steel bar diameter number; Diameter of longitudinal bar; Stirrup bar diameter number; Diameter of stirrup bar; Specified yield strength of reinforcement; Specified compressive strength of concrete; Modulus of elasticity of bar reinforcement; Modulus of elasticity of concrete; Yield strain; Ultimate design strain; h=18.0 in cc 3.00 in lux = 6.0 ft kx = 1.00 Unbraced luy = 6.0 ft ky = 1.00 Unbraced N=6 Dbar_num = 5 Diong = 0.625 in Dstir_num = 3 Dstir = 0.375 in fy = 60000 psi f = 3500 psi Er = 29 x 106 psi Ec = 57000 x fc112 x (1psi)112 = 3372165 psi Ey = fy / Es = 0.00207 Ec = 0.003 in/in Tedds calculation version 2.2.00 City of Wheat Ridge Building Division Project Job Ref. LIGHT POLE FOUNDATION 217-3793 (J� ENCX°'EERJNG, Nc Address Sheet no./rev. DL Engineering, Inc DLs. 6161 W. 44th Ave. Wheat Ridge, CO 80033 13 Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Date Suite D-203 Denver, CO 80227 CR 10/16/2017 GT 10/17/2017 GT 10/17/2017 Nominal pryout strength of anchor in shear; Pryout strength of anchor in shear; Interaction of tensile and shear forces Critical design strength in tension; Critical applied tensile force; Critical design strength in shear; Critical applied shear force; RC COLUMN DESIGN (AC1318) Vcpg = kcp x Ncb = 5.94 kips (Vcpg = �v,cB x Vcpg = 4.16 kips PASS - Pryout strength of anchor exceeds shear in bolts On = oNcb,s = 1.93 kips Nua = Ns = 0.20 kips Nua / ONn = 0.103 Vn = oVcb,f = 1.46 kips Vua = abs(V) = 0.18 kips Vua/OVn=0.12 Full strength in both shear and tension are permitted PASS - Applied tension and shear are less than tension and shear capacities RC CIRCULAR COLUMN DESIGN (ACI318-14) Applied loads Ultimate axial force acting on column; Pu_act = 138 kips Ultimate moment about major (X) axis; Mux -act = 4.713 kips—ft Geometry of column Column diameter; Clear cover to all reinforcement; Unsupported height of column about x axis; Effective height factor about x axis; Column state about the x axis; Unsupported height of column about y axis; Effective height factor about y axis; Column state about the y axis; Reinforcement of column Numbers of bars of longitudinal steel; Longitudinal steel bar diameter number; Diameter of longitudinal bar; Stirrup bar diameter number; Diameter of stirrup bar; Specified yield strength of reinforcement; Specified compressive strength of concrete; Modulus of elasticity of bar reinforcement; Modulus of elasticity of concrete; Yield strain; Ultimate design strain; h=18.0 in cc 3.00 in lux = 6.0 ft kx = 1.00 Unbraced luy = 6.0 ft ky = 1.00 Unbraced N=6 Dbar_num = 5 Diong = 0.625 in Dstir_num = 3 Dstir = 0.375 in fy = 60000 psi f = 3500 psi Er = 29 x 106 psi Ec = 57000 x fc112 x (1psi)112 = 3372165 psi Ey = fy / Es = 0.00207 Ec = 0.003 in/in Tedds calculation version 2.2.00 City of Wheat Ridge Building Division 01_ Eva3.,eecztn . INC. Project LIGHT POLE FOUNDATION Job Ref. 217-3793 Address Sheet no./rev. DL Engineering, Inc Minimum area of steel required; Ast min = 0.01x Ag = 2.545 Int 6161 W. 44th Ave. Wheat Ridge, CO 80033 14 2750 S. Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Suite D-203 CO 80227 CR 10/16/2017 GT 10/17/2017 GT rDateDenver, /17/2017 Check for minimum area of steel Gross area of column; Ag = n x h2 / 4 = 254.469 int Area of steel; Ast = N x ( rt x Diong2) / 4 = 1.841 int Minimum area of steel required; Ast min = 0.01x Ag = 2.545 Int Ast< Ast min, FAIL- Minimum steel check Check for maximum area of steel - 10.6.1.1 heat Ridge Permissible maximum area of steel; Ast max = 0.08x Ag = 20.358 int Buil dtn9 Division Ast< Ast max, PASS - Maximum steel check Slenderness check about x axis Radius of gyration; rx = 0.25 x h = 4.5 in Actual slenderness ratio; srx act = kx x lux / rx = 16 ax = min(((3tx cx),h)= 6.145 in Slenderness ratio is less than 22, slenderness effects may be neglected Slenderness check about y axis Osbxc = acos((h / 2 — ax) / (h / 2)) = 71.5 deg Radius of gyration; ry = 0.25 x h = 4.5 in Actual slenderness ratio; sry_act = ky x I„ y / ry = 16 Area of compression concrete; Slenderness ratio is less than 22, slenderness effects may be neglected Axial load capacity of axially loaded column Strength reduction factor; � = 0.650 Area of steel on compression face; A's = Ast / 2 = 0.920 int Area of steel on tension face; As = Ast / 2 = 0.920 int Net axial load capacity of column; Pn =0.8 x (0.85 x fc x (Ag - Ast ) + fy x Ast) = 689.612 kips Ultimate axial load capacity of column; Pc 4 x Pn = 448.248 kips PASS: Column is safe in axial loading Uniaxially loaded circular column City Details of column cross section c/dt ratio; rxb = 0.532 heat Ridge Depth of tension steel; dt = h - xxi = 13.601 in Buil dtn9 Division Depth of NA from extreme compression face; cx = rxb x dt = 7.229 in Factor of depth of compressive stress block; 131= 0.850 Depth of equivalent rectangular stress block; ax = min(((3tx cx),h)= 6.145 in Half angle subtended by compression concrete; Osbxc = acos((h / 2 — ax) / (h / 2)) = 71.5 deg Angle in radians; Osbxc-rad = Osbxc / 90 deg x n / 2 = 1.248 Area of compression concrete; Asbxc = h2 x (Osbxc rad - sin(Osbxc) x cos(Osbxc))/4 = 76.719 int Moment of area of compressive block; zsbx = h3 x ((sin (Osbxc ))3)/12 = 414.516 in3 Yield strain in steel; t:sx = fy / Es = 0.002 Strength reduction factor; �x = 0.699 Details of concrete block Force carried by concrete Forces carried by concrete; Pxcon = 0.85 x fc x Asbxc = 228.239 kips Moment carried by concrete Moment carried by concrete; Mxcon = 0.85 x fc x zsbx = 102.766 kip—ft Details of steel layer 1 Depth of layer; xxi = 4.399 in Strain of layer; ext = eo x (1 - xxi / cx) = 0.00117 Stress in layer; 6x, = min(fy, Es x ext) - 0.85 x fo = 31083.40 psi Force carried by layer; Pxi = 2 x Abar x 6x1 = 19.073 kips Moment carried by steel layer; Mx, = Pxi x ((h / 2) - xxi) = 7.312 kip_ft Details of steel layer 2 Depth of layer; xx2 = 9.000 in Strain of layer; ext = Sc x (1 - xx2 / cx) = -0.00073 Stress in layer; 6x2 = max( -1 x fy, Es x ext) = -21308.35 psi Force carried by layer; Px2 = 2 x Abar x 6x2 = -13.075 kips Moment carried by steel layer; Mx2 = Px2 x ((h / 2) - xx2) = 0.000 kip_ft Details of steel layer 3 Depth of layer; Project Job Ref. Strain of layer; LIGHT POLE FOUNDATION 217-3793 UL. ENGI?�xEEHtNG, INC... Address Sheet no./rev. Force carried by layer; DL Engineering, Inc Moment carried by steel layer; Mx3 = Px3 x ((h / 2) - xx3) = 14.115 kip_ft 6161 W. 44th Ave. Wheat Ridge, CO 80033 15 2750 S. Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Date Suite D-203 Denver, CO 80227 CR 10/16/2017 GT 10/17/2017 GT 10/17/2017 Details of steel layer 1 Depth of layer; xxi = 4.399 in Strain of layer; ext = eo x (1 - xxi / cx) = 0.00117 Stress in layer; 6x, = min(fy, Es x ext) - 0.85 x fo = 31083.40 psi Force carried by layer; Pxi = 2 x Abar x 6x1 = 19.073 kips Moment carried by steel layer; Mx, = Pxi x ((h / 2) - xxi) = 7.312 kip_ft Details of steel layer 2 Depth of layer; xx2 = 9.000 in Strain of layer; ext = Sc x (1 - xx2 / cx) = -0.00073 Stress in layer; 6x2 = max( -1 x fy, Es x ext) = -21308.35 psi Force carried by layer; Px2 = 2 x Abar x 6x2 = -13.075 kips Moment carried by steel layer; Mx2 = Px2 x ((h / 2) - xx2) = 0.000 kip_ft Details of steel layer 3 Depth of layer; xx3 = 13.601 in Strain of layer; ex3 = t:o x (1 - xx3 / cx) = -0.00264 Stress in layer; 6x3 = max( -1 x fy, Es x ex3) = -60000.00 psi Force carried by layer; Px3 = 2 x Abar x 6x3 = -36.816 kips Moment carried by steel layer; Mx3 = Px3 x ((h / 2) - xx3) = 14.115 kip_ft Force carried by steel Sum of forces by steel; Pxs = -30.8 kips Total force carried by column C�tyof Nominal axial load strength; Prx = 197.422 kips Strength reduction factor; �x = 0.699 R%a Ultimate axial load carrying capacity of column; Pux x Prx = 138.007 kips g4j7din �� �Qi�'Sior Total moment carried by column Total moment carried by column; Mox = 124.193 kip_ft; Ultimate moment strength capacity of column; Mux = �x x Mox = 86.816kip_ft Check load capacity for uniaxial loads about the x axis Factored axial load; Pu—act = 138 kips Ultimate axial capacity; Pux = 138 kips PASS - Ultimate axial capacity exceeds factored axial load Factored moment about x axis; Mux -act = 4.7 kip_ft Ultimate moment capacity about the x axis; Mux = 86.8 kip_ft PASS - Ultimate moment capacity exceeds factored moment about x axis Design of column ties - 25.7.2 Spacing of lateral ties; 16 times longitudinal bar diameter; 48 times tie bar diameter; Least column dimension; Required tie spacing ; Sv_ties = 10.000 in svi = 16 x Diong = 10.000 in sv2 = 48 x Dstir = 18.000 in sv3 = min (h,b) = 18.000 in s = min(svt,sv2,sv3) = 10.000 in s,—ties < s PASS �w Project Job Ref. LIGHT POLE FOUNDATION 217-3793 ❑t ENGINEERING, INC Address Sheet no./rev. DL Engineering, Inc 6161 W. 44th Ave. Wheat Ridge, CO 80033 16 2750 S. Wadsworth Blvd. Calc. by Date Chk'd by Date App'd by Date Suite D-203 Denver, CO 80227 CR 10/16/2017 GT 10/17/2017 GT 10/17/2017 City ot. Wheat Ria9e 3uilgin9 Division PROJECT INFO: ADDRESS: 6161 WEST 44" AVE., WHEAT RIDGE, 80033 CONTRACTOR: FIVE STAR CONTRACTING LLC PO BOX 2137 ARVADA CO 80001 303-888-2968 BUILDING CODE REVIEW: IBC -2015 NEC -2014 FC -2012 MC -2012 IECC-2012 ICC/ANSI ACCESSIBILITY STANDARD -2009 IPC -2012 REFERENCES: ity of 301. OCCUPANCY CLASSIFICATION N/A ��� Cea USE: NONE TO DATE -%r'.. �Ee�t E� ` "' CONSTRUCTION: TYPE III SPRINKLED APPROVED OCCUPANCY N/A Reviewed for Code Compliance TOTAL SQUARE FOOTAGE 12,500 --� BUSINESS USE: NOT KNOWN peq WORK TO COMPLETE: Wans Examiner v�sr: 'e 6sunnce oJo prrnw ar aowa� a►aa, .oc—pootiom:nos Pt be ape*"or�tan owovol al -w rkw"to FROM THE SOUTH EAST SIDE OF THE BUILDING, TRIENCtf PA +(-ING .T-vT,@a -;iNG LIGHT POLE. TRENCH WEST TO NEW LIGHT POLE LOW1IOilt, TREAW tMMMO EXISTING MONUMENT SIGN. CONDUIT WILL CONSIST OF ONE 3/4" PIPE AND ONE 1" PIPE 3/4" CONDUIT WILL CARRY POWER FOR 2 PARKING LOT LIGHT POLES AND THE MONUMENT SIGN. 1" CONDUIT WILL REMAIN OPEN FOR FUTURE LOW VOLTAGE TO MONUMENT SIGN. PARKING LOT LIGHTS WILL USE #10 WIRE 20 AMP BREAKER MONUMENT SIGN WILL USE #10 WIRE 20 AMP BREAKER NEW ELECTRICAL IN GREEN PABRICATE AND INSTALL 6" BALLARDS WITH ONE 6" CHANNEL CROSS RAIL 4" BELOW TOP OF POST. POST HEIGHT NOT TO EXCEED 3' ABOVE FINISHED GRADE. THE GUARD RAIL WILL BE INSTALLED ALONG THE EAST AND WEST SIDE OF THE PROPERTY TO ELEMINATE THROUGH TRAFFIC FROM ADJACENT BUSINESSES. NEW CROSS RAIL IN BLUE PLUMBING: INSTALL BACK FLOW PRENTION TO THE 1 %" MAIN LINE INTO THE BUILDING WITH BACK FLOW AIR GAP THROUGH WALL. cn O w C- N z z w O w m M w o m w w w O zzm Q Q � _ ° C=F U o� O � � z w ry �w< O m n w w Li Q cn 00 CD n i 0 z x W J -- — I Lii Un I-- W w V) m Q U U z � O U z Li 0 Q m CD O w w m chy of heatR�a V4)". "'Woo Un V) O — — — m chy of heatR�a V4)". "'Woo Estimate for Parking Lot Lights Page 1 of 3 From: Robert Reynolds <reynolds56@gmail.com> To: mikefivestarco <mikefivestarco@aol.com> Subject: Estimate for Parking Lot Lights Date: Wed, Sep 27, 2017 4:47 pm Attachments: Est_2110_from_ElectriConnection_LLC_2848.pdf (258K) Hi Mike, See attached for estimate and spec sheets for lights and poles. You're lights are highlighted in blue on the spec sheets. Quick Ship Square Bronze over Galvanized Straight Steel Pole - 4 Bolt Base Square Straight Steel - 4 Bolt Base Light Poles / Optional T—h Mounting (spedfy) \ 8 ,p.. Top Diame[e Arm Dulling Per Customer Specs. steel D.—tee Deraiq Butt 'L' er Damet "B" Wall Can"' Steel ]/ ABS Wx.9< Base Cover ..--- win Bonze PoWder I.e. over Cial... "A" WARNING: Do not Install light pale without luminaire. GrouMn9 Pronsgn Oppose HanBrak BOR Circle Rein fp—ed Handhde (3" x 5") r— With Steel Corer And Stainless steel D.—tee Deraiq Butt 'L' er Damet ]/ ABS Wx.9< Base Cover E' ® (4) Ander Botts Per AASHTO M31490, -7 So _! Grade 55, Top With aN, 50. d Per ASTM her With Gab $tl. Hey. Nuts. : • T Lockwa;has ®FlaGvashers T Notes: I) All Matenal Sial Be WeldableGrdde, HOFRoled, Comme'cial Qwhty Cannon Steel Tubing. Base Plate and Hardin* MaterialShall CanPorm to ASTM AX Al Wells Shall Cpnforrn To AWS D1.1 W g E70u Electrodes 2) EPA Capula[— Based Upon AASHTO Standard SpecNkat— Tor Shr d.,zl Supports fe, Highnay Sigh., I.uminaua and Tmffic 5igrals 1994 EditR Using An EPA Weight of 25 Iles MR of EPA. Height Coeffic tase 5 Bd On Fo Ia, (H/3g)^(1%)). EPA's Me ted At Top Of Shaft. All Ads Shall Codorm To AWS Dl.l Usng E70u Electrodes. city or Wheat Ridge "'Oding Division https:Hmail.aol.com/webmail-std/en-us/PrintMessage 9/27/2017 Estimate for Parking Lot Lights Square Straight Steel - 4 Bolt Base Light Poles Gkulaeons based on AASHf02001 spedficalons gnum MaCumbned Design %Wght Is 251bs. persq. ft. of EPA (i.e. - 4.4 sq. k EP.A x 25 Ibs. - 110 Ibs.) Avail eMeFiniahac-Furaoonple lognumber, dd the 2- ,ft fnnh code tont Product's tendo, mx .in Wawa d". U — Powder Cwt D.rb &-- G.M aed TRADITIONAL wAnsasxesrsmz OLnR tAFl9 Note: SP. M..0— c.blect t. ,tang. w1n tnodoe DLC U ed SPECIFICATIONS Page 2 of 3 City of what Rase euildi17g bi'ision https://mail.aol.com/webmail-std/en-us/PrintMessage 9/27/2017 — Shaft Baso Boh Bolt Bob Pole EPA EPA EPA EPA EPA EPA EPA height thidaless size mas dusk ron coon age wei it 96 100 110 120 130 140 150 4 108. 11 4x4 n. 11 n. &11 n. 275 n. 314MAin. 76 IK 28 22.4 20 16.4 1711 11.6 99 M-28-4120. 11 4x41,. 11 n. 8. 11 in. 275 n. 314x17x3n. 88@s. 224 17.8 15.8 128 109 88 72 rS-8-#tt. U14x4n. 11 n. &11 in 275in. 3l4x17x3n. 101 ft. 182 14.2 128 10 82 6.0 5.4 15 ft. 11 4x4 n. 11 n. &11 n. 275in. 314x17x3in. 107 ms. 16.1 129 109 85 89 5.4 44 16 fl. 11 u 4x4 n. 11 in. &11 n. 275in. 314.17x3.. 1130.. 15 11.6 104 18 fl 11 4x4 n. 11in. &11 n 275 n. 7Mx17x3n 20 fl. 11 4x4 in ttn. &it n. 275 n. 7I4x11x3n. 178 Pos. 9.8 7 B 44 3 2 12 Gkulaeons based on AASHf02001 spedficalons gnum MaCumbned Design %Wght Is 251bs. persq. ft. of EPA (i.e. - 4.4 sq. k EP.A x 25 Ibs. - 110 Ibs.) Avail eMeFiniahac-Furaoonple lognumber, dd the 2- ,ft fnnh code tont Product's tendo, mx .in Wawa d". U — Powder Cwt D.rb &-- G.M aed TRADITIONAL wAnsasxesrsmz OLnR tAFl9 Note: SP. M..0— c.blect t. ,tang. w1n tnodoe DLC U ed SPECIFICATIONS Page 2 of 3 City of what Rase euildi17g bi'ision https://mail.aol.com/webmail-std/en-us/PrintMessage 9/27/2017 Estimate for Parking Lot Lights TRADITIONAL �ARLA LIGHT \ - rW 010=1 AEA LIGH FAMTY PHOTOMETRY 1 p .�� ���� 111►► AT t -, i - i AMtO 4.n 6�i ASF Adj—bS4Vfi er k�sta� CIeCtC'ICONNECTIO� 6715 W 58th PI. Arvada, CO Rob Reynolds 80003 Toll Free: (800) Manager of All Things ElectriConn 364-3054 e4866 Rad Office: (303) 423- rjr Q@electriconnection.com Fax: (303) 423- www•electriconnection.com 0133 Page 3 of 3 We buy and sell Circuit Breakers, Transformers, Bus Plugs, Panelmount Switches, Disconnects, Motor Control, Panelboards, Lighting and much more. city or r Wheat Ridge f r Buildl� g Division https://mail.aol.com/webmail-std/en-us/PrintMessage 9/27/2017 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: �Ur �'� F;"(A l Job Address: b161 Lt)L Permit Number: DOM Yf � ❑ No one available for inspection: Time _ I Al�f`^I/PM Re -Inspection required: Yes No When corrections have been made, call for 1re-inspection J�at 303-234- 1`9' 5933 Date: I r " 9 ` 17 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: -W Job Address: Permit Number:o/7o _. 9 LJ No one available for inspection: Time AM/,M Re -Inspection required: Yes No� When corrections have been made, call for re -inspection at 303 -234 - Date: ' C?' 7 Inspector: JLIYV 7V DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: CSI FL,4QrI4�5APAe CGk)Q. Job Address: 61 & I w Permit Number: 2L2I"2UF�LJ�f ❑ No one available for inspection: Time�A Re -Inspection required: Yes No When corrections have been made, c for re -inspection at 303-234-5933 Date: � `!/ o- Inspect DO NOT REMYE E THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: y L Permit Number: OCY720L' � n ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: `zo/ .17 Inspector: �O(/ -- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Vr Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE / Inspection Type: il j Job Address: / er Z lam' Z/ % t" �� V. Permit Number: -2-0/? D e -'/S7/( ❑ No one available for inspection: Time// AM/PM r Re -Inspection required: es' No When corrections have been made, call for re -ins ection at 303-234-5933 Date:,/O-' SC-" Inspector: DO NOT REMOVE HIS NOTICE i CITY OF WHEAT RIDGE ]�;Irl(303) Building Inspection Division(303) 234-5933 Inspection line 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r" I-:�. Job Address: C. / L) w 4 y fih Permit Number: D 1 a-0 a )ttC. d (+ ). i -)+- a4 c* s 14 -5 -sem ' WmtrL- & J J 1^/— Al Cr c ❑ No one available for inspection: Time Q�jPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 s Date: 1 i Inspecto : DO NOT REMOVE THIS NOTICE Ln �=; From: Phil Goddard < pgoddard@buildingcci.com > Sent: Tuesday, March 15, 2016 8:23 AM To: Jesse Mora Cc: Kelly Brooks,- concreationsdenver@gmaii.com; Adrian Romero; Manuel Alvarado; Bruce Danford,- Bruce Klein; Carmen Beall,- Duran Hill; E. Paul Kelly, Jr.; Jeanne DePriest; Jacob R. Friedberg; Glenn Goodson,- Robert Baca; Hector Brignoni; Stephanie Mendoza; Lisa Ritchie; Kenneth Johnstone; Brad Umbarger, Don Hamilton; Melissa Mackey; Kristi Graham Subject: Re: g.g. gym um As you stated, the City of WTeat Ridge Building Division will need floor plans, seating plans, parking plan and agreements with neighboring property owners, sanitation facilities in addition to those in the building. For the City to approve your special event we will need plans submitted along with a peitapplication for this special event. Your general contractor will need to licensed to pick up a permit once it is approved. We will also need to inspect your seating and set up for the event prior to the event. We do not do weekend inspections. ME= Phil Goddard City of Wheat Ridge Building Division 303-235-2853 Philip C Goddard, CSO Chief Executive Officer L2 �11 I �11r_ 1-1 2Q.4'_W�dsw rfli-0-31AA —Suite, 21,� Lakewood, CO 80227 USA 303-973-7766 x 101 direct 720-273-3225 cell 303-380-0060 fax On Mon, Mar 14, 2016 at 7:39 PM, Jesse Mora<iMgo�rac, c�,,�com�castjict> wrote: Good evening gentleman, well were coming close to the tournament. I spoke with Bronco Alarm Co. on the system and they will be their Tuesday morning, he stated they spoke with Kelly and he told them what we needed done and could get by with a fire watch, until the system is complete, so I hope this is correct. I know we also need the approval of the building department and are waiting on floor plans of the building and parking lot. What needs to be done is minor and we are trying to comply but it has been a difficult time getting all matters done due to lack of time and money. We have gone thru a great expense preparing this building for the code updates, Fire Sprinkler $27,000. Fire line $31,000 plus $15,000 for fire hydrant. Fire Alarm System approx. $13,000. Engineer $7,000. We are making progress and proceeding with requests to bring building to update, it is untbrtunate the occupants prior who acted in the same manner a youth program, but was a profit making organization did not have to comply with these codes. As you gentleman know we are a 501 c3 non- profit and rely on events and donations this is how we survive and we need to move on with this event in order to complete the above projects needed for building. As I stated in previous e-mail we have a lot to lose if we cannot host event. The process of work that has been done on preparing tournament such as awards, advertisement which includes flyers and T.V. commercials which will air at the end of this week, press release from Denver Post and the sports Examiner, radio. I would also need to advice special guests who are attending from out of town to receive induction to the Colorado Golden Gloves Hall of Fame, and those dignitary's from the city of Denver and the Mayor of WheatRidge who we have invited to be present to accept an award in appreciation to the city, as we are hosting the Colorado Golden Gloves State Tournament in the city of WheatRidge. It would also bring a great displeasure to the youth throughout the entire state who attend this toumarnent to participate and be recognized as a Champion. In conclusion gentleman please allows to move forward with our event, we will follow all steps to have a safe program the week of March 21, thru March 26, and as stated prior we will finish all projects required by building and fire codes by mid April, as at that time we will be in better terms. Let's hope we can work this out and move on with your help. Please reply with your thoughts and answers, they will be greatly appreciated, need to know by March 16, as unable to comply I will need to cancel event, Melissa Mackelf From: Phil Goddard <pgoddard@buildin9cci.com> Sent: Thursday, April 07, 2016 9:06 AM To: Michael McGuire Cc: Kenneth Johnstone; Lisa Ritchie, Melissa Mackey Subject: Re: 6161 W.44th Ave. no 6161 W 44th Ave is currently authorized only for gymnasium use and not an assembly occupancy. Your request to hold more events such as the one that was beldrecently is not authorized. Also the Occupancy you are describing is an A4 Assembly occupancy under the 2012 IBC and not an A2 (restaurant). You will need to obtain zoning approval for a change of use through Wheat Ridge Planning prior to the Building Division review of any drawings for upgrades to the facility. W= Phil Goddard City of Wheat Ridge Building Divsion AI"Up_&A7 4 M-r�17TV; *. • M*I 29'aa sca� rt Iv ."�zst ' "� Lakoxood� CO 80227 USA 303-973-7766 x 101 direct 720-273-3225 cefl 303-380-0060 Pax nAa�'JlukiUhnegisol On Wed, Apr Vii, 2016 at 10:27 AM, Michael McGuire <conereationsdenver(t� ail. com>wrote: CONCREATIONS INC. Tel- N3.Z 0 -0.1363 Fax: 3-03.18-6. a -#a LIA A AVL#A g A-41 0 a „r W-1 ---------- Forwarded message ---------- From: Michael McGuire < conereationsdenver(&2mail.com> Date: Thu, Mar 31, 2016 at 12:131'M Subject: 6161 W.44th Ave. To: imoragggg f&comeast.net -_ We want to thank you for your patience concerning the Golden Gloves Boxing Gym. We also want to thank you for permitting us to bold the Golden Gloves State Event. We are currently working toward receiving funding and grants to build a training center and an event center. Until we receive some of this funding we would like to use the building as a training center and host some boxing show events similar to the Golden Gloves State Tournament but for only for one night at the most once a month. We are aware that the building is only set up as a Gym, We have been working on having it upgraded to be an event center, boxing gym, and code compliant. With that being said we are also aware we need to tie up some loose ends such as fire sprinklers bathroom inspections etc. When we have a clear understanding of what will be permitted by zoning and building code we can have some plans created to receive the funding to be achieve the goals listed below. Below are a list of some of the options that we would like to do. A2 Occupancy Assembly We would like the ability to have events at our discretion. We would as like to have an accessory use gym. Continue to have a gyrn and have a limited amount of events per year. Tel- 03.Z 0 Fax.- 0-3.,L8-6.2737 ci m a Ir ca U M. 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LJ Z:4_ U.J W LAJ -Lj 'to LAJM: .0 0 T4 a C\) J Cv u n C\) >_ >_ :s w)> C) C\) N j w E.0 M 00 --1 (a) cli 0 -tow X.- C%l V) :P, ColoLago �sdizf�iouW��5� 2�es�: Lb I Ot bP* 202 »9-91a2 �aX* 302-»8-8502 2cojs: ya U0jGq C01OLGq0 DVIE* a'14*52*�O�sunsL J SSO 20nfP luca 2{L66f Cu6CKs9 PX: D1K pLamu PX: VIE' HI Wonufaiu 2{area LiLa bLofsc{iou Juc fop #C123ee v4vl 0 D16 s m C\) 00 11-10, C"" 14 rt Iz- twit nWE i..kb* znewiuvr a*i4'12 �sniziou: nC G* � x 1-3 Jv 1> �s � w Lu 00 A W Cl .00 C" C" nE 14 EIDE 2b�IV1KFEb 21.21EY'V bE1b0-LIl MHEdl KIDUE' COFO�dDO e! u f-\ r,\tz M* II1H d�E' e*e' e),w (BOXIVIC CF(1B) 0 0 .D cu s 0 0 LIJ W 0 us x m i j --A W _.y w �0 LU > w S> 01- ULU 0 CN 00 in LU U a > 0 S LJU �Q > c ju 05; 0 -ju 0 room > > UJ 0 LU 0 o 5m CULJLJ cu cu Lu t n 0 W lwmd 40 < * cli 0 < w �je LC< . Cn ui LLJ ju .0 > 0 N� > >:P n =J3 w -u< CU n > 00 00-0 "r aso S-_ cu lnO,"r&;<LUCUWL.. >m < W>< In L. 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L. m > n*0 > s 0L.>0 " cm.000 L- K * > W 0 C s no- � Ij > aumwm Ol� 01=70 1-.r *-r 00 cw V5 0 —Vcu 0 Ojj Ju V) 0 0 v 0 (000 w cli v con V) Uj > am < 0 C) 0 Mli it n aju Q) > c) Ir (n) X. 0 MW cu KF rt � x 1-3 Jv �s � w EIDE 2b�IV1KFEb 21.21EY'V bE1b0-LIl MHEdl KIDUE' COFO�dDO e! u f-\ r,\tz M* II1H d�E' e*e' e),w (BOXIVIC CF(1B) 0 0 .D cu s 0 0 LIJ W 0 us x m i j --A W _.y w �0 LU > w S> 01- ULU 0 CN 00 in LU U a > 0 S LJU �Q > c ju 05; 0 -ju 0 room > > UJ 0 LU 0 o 5m CULJLJ cu cu Lu t n 0 W lwmd 40 < * cli 0 < w �je LC< . Cn ui LLJ ju .0 > 0 N� > >:P n =J3 w -u< CU n > 00 00-0 "r aso S-_ cu lnO,"r&;<LUCUWL.. >m < W>< In L. L. m > n*0 > s 0L.>0 " cm.000 L- K * > W 0 C s no- � Ij > aumwm Ol� 01=70 1-.r *-r 00 cw V5 0 —Vcu 0 Ojj Ju V) 0 0 v 0 (000 w cli v con V) Uj > am < 0 C) 0 Mli it n aju Q) > c) Ir (n) X. 0 MW cu KF CD C'.) Lu Ld Lj Ld m 0 LLJ rt CD C'.) Lu Ld Lj Ld m 0 LLJ U East end of lot 5 spaces Total 73 spaces Total 25 spaces. PPROVED PY: DATE:--- aA. COMMENTS. ('^o APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Greetings Jess, I am so sorry for the delay in getting the signed release to you. I may have mentioned that I have been out of the office a lot these past few weeks. I missed Sunday (and my opportunity) to bring the release in front of our session° d deacons. It is my hope to do that this coming Sunday. I don't foresee any problems, but this just needs to follow through in an orderly manor. Thank you for your patience. Blessings In His Joy and Peace, Patricia Garner Patricia Gamer/Administrative Assistant -Secretary Covenant Pivsbyterian Church 6100 West 44th Sbvet Wheat Ridge, CO 80033 tel: 303-424-8889 fax: 30"-4"4-4984 e-mail: website: gp��)J From: Curt Foust IcurUbust@homeinstead-com) Sent., Thursday, March 17, 2016 115 PM To: Doug Allen; Jesse Mora Subjft-t.- Boxing Parking Agreement Attachments: Boxing Event Parking Agmt 3-16.docx get the required permit from the city while providing the Home Instead business and the building With typical protections. Jesse/Doug, let me know If anything needs to be revised. Otherwise, please let me know it is acceptable and I will sign on behalf of Peak Home Care. EM Curt R. Foust — Franchise Owner Peak Ha;: m(,'„a Care Horne Inc, 44"' Ave, Wheat Ridge, CO 80033 T., 303,463,1900 F,,, 303.463-1999 ckjr,t,j"t;,'L st@_L al q,S q� tg_ jeInstead,com wwwJHorneinstea c m e�nverNorth Eadh Hwne Instead Senior Care ftandl'iise of"Ifice �rs independenldy ownec-i and operated, T'he fnf'()rrnation containeol hr',' this fvessagernaycontair.a and be legally privileged. It is iritendec'i sok?4,fot the adelressee, a',f YOU GQ",' fl,at Marx h7tend'edrecipient, any d.sc1osure, copying, distribution, or any actiontaks,�.,,n or on',,itted to 1ae taken in reflance on it, i r, alta Pleasc,, notif� the sertder and alf,?stroy allcopies offhe communication. March 17,2016 Parking Colorado Golden Gloves Charities, Inc. { Inc. dba Home Instead Senior Care (""Peak Home Care) at 6191 W. 44' Ave., Wheat Ridge, CO 80033, and Allen & Allen, Inc. ("Allen & Allen,"), owner of the building and parking lot located at 6191 W. 440'Ave., Wheat Ridge, CO 80033. Peak Home Care Inc. dba Home Instead Senior Care Alley & Allen, Inc. The Colorado Golden Gloves Charities, Inc. Steven A Vairma Secretiry-Treasurer March 16, 2016 Dean Modecker This agreement between Teamsters Local No, 455 and Colorado Golden Gloves Vice, President is made on March 16, 2016, for use of the parking lot on the following dates: Doug Brces Recording Secretary March 21, 22, 23, 24, 25, 26, 2016, Hours- 6-00 p.m. to 11.00 p.m. Roberta Bratell Trustee The Colorado Golden Gloves has agreed to use Lakeside Police as Security and Scott Ford pay them $35.00 per hour directly. Colorado Golden Gloves has also agreed to Trustee clean up the parking lot and is responsible for any damage to any of the Teamsters Local 455 property. Foster Hines Trustee Chuck Haliburton — President Teamsters Local 455 Date /.--"-)Je e Mora President lorado Golden Gloves Date 10 Lakeside Lane, Vuite 3A Dencer, Colorado 80272 Phone 303-458-1600 / Fist303- 480-101 1025 Burlington A venue Fort.,Vforgwn, Colorado 807701 Phone 9,70-867-7311/Fav 9770-542-9596 W&vite: ��r',"'Whi&at�'� City ofgate; .UNi LOPEN tP! It Building & Insp tion Services Division 2 .M .3 500 W. 2e Ave., Wheat Ridge, CO 8 033 Flan Review Office: 303.235-2855 * Fax: 313-237-8929 Inspection Line: 303-234-5933 Building r iApplication Please complete all 14161*11ghtedareas on both sides of this Ifom. Incomplete applications i not Processed. Property 4ddre: ik PLOperty Owner ( please print): 541Phone: Property Owner Emall- Mailing Address: (it different than property address Address; r Architect/Engineer E-mail: k Mi ✓ t 5 OdPhone. -2-29-102j Contractor: Contractors City License Phone: -266 --------- ContractorE-mail dress: ' L t, u Sub Contract 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 information on BOTH sides of this for i + + (Check all that apply) Q NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RES 3ENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, sled, deck, etc. RESIDENTIAL ACCESSORY STRUCTURE (Garage, stied, deck, etc. MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER I'Descrlbe int of materials to be used, etc,) F z 11 r x �. Sq. FULF Stem's Gallons Amps Squares Other Q :ta I sir low ®eo Uff muw USE: ASSEM15L.Y AITHOUT FIXED SEATS relevantof the environmental aooncia5. The Contractor shall be responsiblefornoticing nstructural _ in 0 ec or CONCENTRATED (CHAIRS ONL"e-NOT FIXED)5) % Aww 111111111 10. an JIM, I s ble for all repairsprogresses and {I {° The Contractor( T bg the local building t he" STAND_ { UNCONCENTRATED (TA5LES AND CHAIRS) one nd n n r and Architect. PROJECT ?qORK AREA: 12�10- 00bl,ii {',,) i nn n (E) OVERHEADPONER LI NEr 6) Fire Prevention: TheNork The C o tractor sho {{ tho : precautions n i n r in takeinfiresand tern orar Okf-quoteIn (I o COVE SUMMARY. :.. structures. The Contractor provideshall ado means of extinguishing --.__ $ POINER ° :: - n I l { I ° n be extinguishereOCCUPANCY: a SIN&LE TENANT SPACE ° ne and other f i m C n I materials building. n nse nU.L. In I {In� { SEPARATION: i material nd be U.L.I listed. a I ( n { doing n II i (I ° I 12,000 , rn °nn II n i { . .4,11 ^1 Al �„ � � �„� � �.i 111 ( 211PP a.11I = FOR RESIDENTIAL HEMATI i �n [ 11 n (I r i _ r II . TY r :.F. "::: ., a ,.: :: �I .. ,... .. .:... ....... . ...:, .. .., :... ...: .. . . a..: . : .. ...,... .. ....,..: .. -.: ... .... ...... ,. . ...... . ., : ,....: square, r tape at: a (I j6 oI n _n I1aces 11, true !66t surf n Ind um Or {'I :.. minimum I i i. ink( inclshude PAVED LOT n.�n i col r to be selected bg All 1 o n in , . , Ownechitect. coatsn rSANCTION . .. ...... ......... . ....................... . . . .......... CD .......... . ....... C-) rlrlrlrlrlMrl LJL_j ce) cu 10 -- 00 tc cu 0) cu (1) 0) .. ..... cr) cu rlrl (D cu awm= w . ..... cu 00 EXI .......... 5 ................ ittOrion r s LIMITATION: THE CLIENT UNDERSTANDS .......... . THAT THE DRAFTSPERSON IS NOT PRACTICING AS AN ARCHITECT OR ENGINEER. THE CAD OPERATOR IS PROVIDING A CAD DRIFTING SERVICE ...... RESIDENTIAL SCHEMATIC FOR rl. . ... DRAWINGS FOR PROPOSED RESIDENCES, ADDITIONS AND /OR REMODELING RESIDENCES. THE CAD .. . ...... ........... OPERATOR/ DRAFTSPERSON r RECOMMENDS THAT ALL DRAWINGS PROVIDED TO THE CLIENT BE - ----------- NI:wX REVIEWED OR APPROVED BY :xxx- tit REGISTERED ARCHITECT AND/OR .......... . tiii.i -*x x PROFESSIONAL ENGINEER PRIOR TO Xi -jij. --j. .............. T 0 N S T R C 0 N U xxs - ..... .... ....... .. . ------- ............ . ......... ..... it ------ :aX 0: ...... ti .......... i" —MEE= Lu cj El :t, -x. x. -it. -j. El C EI U c X % cl ... ..... it, zt, ... . . . .. CY) .......... i. i. . .... .......... ViX Y,V.. El CY) ........ . . . . . ...... cl 7 %2X" .......... f it ........ - --------- CL AR City of (Ity of Wheat Ridge Municipal Building i h Ave. Wheat t Rid „ CO 80033-8001 : 303-2351846 F, 301235 September 14, 2015 IMGE NOTIFICATION is hereby givers that the following address Its been assignedto the property/properties as indicated low: out NEW RISS: 6161,W.44th PARCEL NO: 2: 1 "H NOTRSAId ° et AUTHORIZED li t ' T DISI w 1 `, " 1 * Property Cie%rner Jefferson rson County Assessor, AIIN: Data Control, 1, Lacey :Baker en -wit to %LirLdjjqf> ):t1 3. Jefferson County Mapping, . TEN: Addressing, 100 Jefferson County Parkway, Golden, 80419 J Person County Elections, ."lTN: H, Roth, 3.50 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 , Ern it to Jefto IT Services at §LrLijqL 1 6, U& Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO50033 7. rtl to cslrtdrs '.ttrtttrtcrlicld #tz sY sttc ctt.wlt is sza & Xcel Energy, XM: Cw rres tattdenc , 11 23 W. 3rd Ave., Denver, CO80223 9Century Link-, Capacity Pro isionin Specialist, 5325 Zuni St., Room 728, Denver, CO80221 10. Con t, Attn: Sett Moore, 6850 S. Tucson '` y,the d, COSCM 11. Wheat Ridge e W ter District 12. Wheat Midge Sanitation t istric 13, Wheat Ridge lire District 14. Wheat Ridgc Planning, Division 15. WhRidge Building Division 16. . "1 t Ridge Police Department 17. CMS Specialist I& [.jog File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY:- DATE: wwwA.wh trtc3 ec .0 'Vicinity.map— M altin g . (if different than p roperty address) Address: �t r Stag, i „ e r r r ra Complete all information on BOTH sides of this form . Ft.ILF Btu's Gallons Amps Squares Other 0 m I 41 12� 0 m I Dear Mr. Schumacher: Mf, Schumacher 03/04/15 Page 2 Certificate of Completion AND/OR, Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES CONIPLY WITH THE WHEAT RIDGE BUII,DING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: Permit # 12085 Tenant Finish OWNER: Steve Lakes / Lake's Academv ADDRESS: 6161 W. 44th Ave. PROPERTY ADDRESS: 6161 W. 44th Ave., Wheat Rid¢e, CO 80033 DATE 6/6/01 CHIEF BUII,DING ZONING ADMINI"; N ~ N Z O W N U z Z a cl) W ~ Z O W W = m ~ W 00 _ W J W J N cc ~ W cn a z v ~ N p _ O - ° z v a C v cn ~ a Z 2 = ~ N M M 0) Le) d' N 0 M ~ M Q o CV) cr. 0 J 0 (0) 0% W V ~ W ~ W ~a a= W cy) N ~ Cl) Y / ~ ~ ~ 0 (1) W Ir z 0 ~ ~ V W a ~ z *r4 ~ ~ ~ w ~ ~ 0 ~ ~ 0 z W z ~ . ~ ¢ W 0 0 z a ~ ~ ~ Q N W ¢ W a ~ ~ Z ~ W ¢ Q m O U ~ ~ v i cc 0 U W (L m O U) z n - ~ _ ~ 0 0 z Z ~ ci: w a w W (.5 Q Q U) o ~ ~ ¢ Z 0 ~ ~ Cf) D ~ ~ 0 U W Cn 0 V ? Y F W 0 a cn g rn Z y ` c - o o p . m o (tl C O N y . C C L > ~ y O O ~ v~ C iC LL i U ¢ t ~ 0 W Z c? z W W m a T w O m Q ~ z w w cc U z 0 0 z ~ ~ 0 d 0 W Z ~ ~n z W W m a w O m Q Z ~ o ~ O U y J C LL cc o a o O n N O y O Y O i Q ~ 6 (tl = C1 y d m C ~ c U p = o ~ ia . ~ at i w ~ 0 ~ m :o E a 'O ~ ~ c 'ro = ~ ~ W t U=1 m E d r cm a~ U_ 0 a coo ~ d i a U3 m m 2 t ~ a~ = ~ ~ .02 ~ ~ ~ v \ n , Q ~ . V m - o a > C O ~ > ~ ~ ~ p C d ~ ~ U c ~ rn ~ ~ LL c o {d N C C _ (3d Z` 0 m C O ~ ~ ~ G1 ~ mU N W l. mC N W c R d y 2 N ll O ~ N a ~ a) G., ott C ltl d ~ LL W V ~ cc U W J = H ~ Z N ~T W N H V Z W D av 00 ~ Z 44 ~ V O DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12085 - BUILDING INSPECTION LINE - 303-234-5933 ' CITY OF WHEAT RIDGE Date : 512/2001 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner. ~t(e k Property Address : 6465 W 44TH AVE Phone : 421-4151 Contractor License No. : 20977 Company : CES Construction Phone : 759-3766 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $8,000.00 I hereby certify that the setback distances proposed by this permit@p pli tion are accurate, d d i l li bl di l l i f h ~C' f Wh Permit Fee : $153.25 an o not v o ate app ca e or nances, r es or gu at ons o t e o eat Ridge or covenants, easements or restrictions of re ord; at all meas nt s own, and allegations Plan ReVIeW Fee : $99.61 made are accurate; that I have read and a re ' e by con iti rinted on this application, and that I assume full respons i y lia ce wi e heat Ridge Building USB T8X : $120.00 Code (U.B.C.) and all other applicable Wh o in ces, f er this permit. OWNER CONTRACTOR SIGNED - 5-4- o, Totai : $372_86 ( ) , , Use: Description : REMOVAL OF OFFICE PARTITION WALLS. ALL NON-STRUCTURAL. DOOR TO HANDICAP. Electrical License No : 19449 Plumbing License No : Mechanical License No : Company : Priority Electric, Inc. Company : Company : Expiration Date : 2/28/2001 Approval : Expiration Date Expiration Date : Approval Approval (7) This permit was issued in accordance with the provisions set forih in yopur application and is subject to the laws of ihe State of Coloredo and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applipble ordinances of fhe City. (2) 'This pertnit shall expire if (A) the work au[horized is no[ commenced within siziy (60) days from issue date or (B) the building authonzed is suspentled or abandoned for a penod of 120 days (3) If this permi[ ezpires, a new permit may be acquiretl for a fee of one-half the amount normalry required, provided no changes have been or will be made in the original plans antl specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (i) year, full fees shall 6e paid for a new permii ' - (4) No work of any manner shall be done ihat will change the natu}al Bdw of water causing a drainage problem. (5) Contmctor shall notify the Building Inspector hventy-four (24) hours inadvance for all inspeclions antl shall receive wriHen approval on inspection card before proceetliing with successive phases of ihejob. (6) The issuance of a permit orthe approval of drawings and specifica[ionsshall not 6e constfued to he a pertnitfor, nor an approval of, any violation of the provisions -of thet{uilding cotles or any olheroNinance, law, rule or regulatiort . ' s a~ 14-1 Chief Bui di nsp c or DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTiON L1NE - 303-234-5933 CITY OF WHEAT R1DGE 7500 WEST 29TH AVENUE WHEAT R1DGE, CO 80215 - (303-235-2855) Building Permit Number Date ~ G~ Property Owner: j-keye GatkZ° ZrtJ<-eS e:,q~ Property Address : /iJ. 4e 19 Phone :(363) `aal'yl_V ~ Contracror License No. :Ro;~ vi9 2A)9~{-_T 73~y 7 Company : ~3` 3 C E5 (1OSk &ktZe~ Phone' - OVVNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ~ I herehy ceRi'ry that the setback distances proposed hy this pertnit application are accurate, and do not violate applicable ordinances, rUles or regulations of the City of Wheat Ridge or -covenan[s, easements or restdctions af record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions pnnted on this applica;ion, ard that I assume full responsi6ility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W era{,Ri ge orginan,es; for work under this permit. h~ l t (OWNER)(CONTRACTOR) SIGNED V ~ k DATE ~I Use: Description :'J~ev,1p,,A O-P All ~o~4-Strli~+~uY~til G~JiGtB✓t C !n44ro^,,Lia~oor'~n~~,y ruction VaI ~ ~pg p, pp Permit Fee ZP2r -3~ GlCi.lnl Use Tax : Total : BUILDING DEPARTMENT USE ONLY _ontl~~Htg- SIC S Ft. Approval : ~ ` ~ Zoning ,q a t = _ „3.'" B~~ APProvai,'. E'?~ ~ ~ufift~V~tl.....~[-.....+~r~ Approval : OccuPanc ~ Y Walls : Roof : Siories : RaqiHo r~ ~ e tlectrical License No : A q Plumbing License No : Mechanical License No : _ _T~]'qI . ,1 Company: Company: . Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: _ (1) This pertnit was issued in accortlance wiN the prowsions set forth in yopur applideuon anC is suOjM to the laws of the Slate of Coloratlo antl to the Zoning RegulaGons and Builtling Cotle of Wneat RiEge, Coto2tlo or any other appticable ortlinances of the Ciry. (2) This permit shall expire i! (A) Ne work authonzeE is not commencetl vnNin siaty (60) tlays !rom issue Gate or (B) the building auNonzed-is suspeMM or abandonetl for a penod ot 120 days. (7) I( lhi5 pertnil expire5, a new pertnit may he aCquireG lor a fee Of one-halt the amount nortnalty required. proviCetl no chanqes have heen Or will Ce matle in the exceeds onginal plans anG specificauons anG any suspension or abanaonment has not exceeae0 one (1) year. If cnanges are maCe or i! suspension or abanCOnment one (t) year, . No woB of any manner /ull shall fees 6e shall tlone be that paid will for U a new ange peNertnit naN21 Aow of water wusing a drainage problem. (5) ConVactpr Shall na0fy the BViltling InSpeCtof IWenty-four (24) hours in atlvanCe (or all inspeCtions antl shall reCeive wtlt(en appmval on inspeGtion UrC 6e(ore proceeCiing with successive phases o( the joE. (6) o( Ne Theissua °t a pe it or the approval o( dravnnqs antl specificatians shall not be consvue0 ro be a pertnit br, nor an approval of, violation o( the provisions co0e~r any olher oMinance, law. Me or regulation. any Inspector TO: Darin Morgan Codes Administrator Whea±ridge From: Timm Meyers CEO Valhailas Games & Hobbies RE: Remode16161 W. 44th Ave Attachsd are what ! bslieve are ttas appropriate documents needed to obtain a permit for the proposed remodel at Lakes Academy. The changes vve are having done ir?side tfte buitding are att nonstructurat ar?d purety cosmetic in that we are removing office wall partitions in order to "open" up the space fcr retail. 1 have tried to be ditigertt in all aspects of this retocafion of the business but unfortunately think I may have misjudged the timing of the permit process. Please ca11 me with any questions and or suggestions so that we can better coardinate on this project, and I thank you in advance for your help and professional service. Timm Meyers Creative Rentals & Decor 303-333-1982 303-333-1980 fax h WHEAT RIDGE FIRE DISTRICT "Dedicated To Serve Through Excellence" P. O. Box 507 • 3880 Upham St. o Wheat Ridge, CO 80034 • 303-424-7323 • Fax 303-940-0350 May 2, 2001 To: Darin Morgan Codes Administrator City of Wheat Ridge Wheat Ridge, Co. 80033 Subject: Plan Review for Steve Lake / Lakes Academy, 6105 W. 44 Ave Remodel, Wheat Ridge, Co., 80033 Deaz Darin, After a review of the proposed remodel of Lakes Academy, 6105 W 44 Ave, I am submitting the following information conceming this project: 1. Provide revised plans for the fire alarm system currently installed. Addirional heads will need to be added in the undetected areas. Plans must be approved prior to installation. The alazm system will be split between the two occupancies. The alarm system is a zone system that can be identified on the main panel. 2. There will need to be a knox box installed aY this address. Order form has been provided to TimmMeyers. 3. Issues and or items not addressed will be addressed as the need arises. Should the developer/contractor have any questions regarding the above requirements, they can contact the Fire Mazshal Office at 303-403-5902, to set an appolntment to discuss the issues. Respectfully, Dave Roberts F.M., W.R.F.P.D. cc:file 4.17 YoUrt #"as alfi!! bC IDOUnted ap the tqde Wt d taHe; the aRaa Boorm mote t8aa 44 m(i 120 mW aEove . ;.is.e Mso.o.n,, rmft yVW ~ atWl be mfnlled wmbjy vmd. s+hma m ltdUdormgpov, °MIUVROM PQD~Jkao. sflm! noc be uar~ 4.19 TofEat y ' aa~. x T,oeai~oo,;+ce.mk mua.raii..e,u bs m m aoeaumk cotft ana aW maa We ztquta+ MMeata d 4.17. 4.17«' g walw Clogt& Watar draes ta SCOM ble stalb ah" comWf „Cb 4.16. •_"'~T~~ 1 0rIL F I (a Fvqw FpMYYI s cmw r t rofbacyd /MYlaUI dvOfl . I e 1 i I : (A su" ro ~srs..r ce.w DediD FamhYu afd Wale Ct aivs 41 ~ 14oft Ndom Ckw Fbot 3 0m 36"6 Fedaw $e 4.11 Tall09 $fs0k ; . i ~ ~ ~ 36~ . , • . 1e 3e,.,, ~e m, ia , WAR 42 ~ .w M' ' `r.: - ~ ~ : • ' wr a • . aw . • 4 Fia zs a.r Fwor spa« u watrr aosac9 FIF 29 Qeae !m at WWr Qomts 4.17.30 Sise aa4 Aiase jeneet The ame aad area:Vemmt d t3rc uandnd talkt attII ahau emply xuh !'ft. 30(U. Sendmid SEaL Staadard tallet sMM wuh a mmmnum depth af 581n t1420 mral (see!'1L 30(a)) abaII hm wa11-mouated watacbeeb.1[tLe depth da standard tmkt atall M lnCteaaed u kart 3 m US mm1. tAm a Ooa-mounted vata cloat mry be uaed. Ananommme ahowa for wn- euher a kft~ ~ ~ ~msed w allo~ uonal ~taas ~haDa b~ a~c~ AOLt~ wttL I.23.1. Pmvtded !n cmfaauaee FxC'EFl70N: fn auftketa 4ldWaLan wark where prouWort Qf Q+yyidand sw Mip. 30fd1 (a 9edadacUU r{iUsmts a rchers pltattbdip mde nqutramoUs ynwent eonbtrw0 cejamV saaib fo pQAdO *aei ethw d0ffno0t amR o1F 30(bi) mv bagwlc ad h Unt qf the atmtdand smil. 4.17.4 20~ ~ 3awaaeM,.1n rta:da:d wU the hooc para yon ana a kuc ooe atae yun. ma " piv ide a tae dmaace d a km 91n qW :d abore the Dooe Yffie deptb d the wli u pn ata tEm EO m t1325 mm1. tbm the tce cteuau aa b mt sequteed. 4.17.80 Doet.'s.'lbIIU wII doas. OebudoQ door hm+dtomt: ahall oourpty witA 4.13. f(OOitt sedl approadti trJtvn Ne iaarh alde Qjthe smII daar. eiamon: r 6~eaoeat the dov aldt ef the a 3 ~ , 36 ~ - : ~ aiwr +~ss~rw ~ S ~ !13 ' • . ~ i , ; I 42 fnft I"* ~ ou~r +peslr S1MMM1 itai i i ~ ~ i i I ~ 1 ~ 42 wY1 Ypl I ~Q~~ ; ~ ~ ed~~ .w I (~I RR ar we r'aqw+.r sw Arr~rrte~s H4,70 aYi^Mhr Taiot dta6 N 0- ~ ~ 3d+Non1lur (aMMnyl . . , . . ~ , . . ``x 5' _ . . ; . 3300 Fded 29 Isvatotl" aot 1IIsior3 ' . g . . . / VoL 34 Na 144 (ireiday. (ul WZL IDVt / Rula and Rq sm(! mid mRJ obsaucYbt may bs r+daord to a maUrarm qf 426t (7066 mrrY Il'Ft. 3LY. 4.17.813s" ban. Gnb ttgy oomplyiK wC6 tde length and P=Waoift ahowa fa ft 30IeJ. (b). id. aad (dl atu11 be prow3ed. C3xab ba:s may be mouated with uq dabod metaod af 1anB as tLey have a pYpploq wr[&oe u the laeatlnns ahMn aad do sat ubeORuR the fe- • 4w:ed ekar Low a=ea. Gtab Des amaII vath a.28 cocpylj~ . 4.18 IIzSaaL. 4.18.2 G+nsta1 eoeeastWe trtmu4 fhoL comply wrth 4.18. r.28.2 RiMIO~, Umuls shaG be uap-type or waU-buai watL an ebcpted ctm at a msennum af 17 fa 1430 con1 abae tbe Dnyy Door. 4.18.3 C1eir l7oor apaw. A Nar 8mr •Dace 301n by aA m (760 mm Dy 1220 noT ahatl be prvrlded ln tsoot d utYnaL ma11ow fosvw='d appioaeh.'ih1s ehar smee ohaD adJWn or arerLp m aatalbk eoute and alWl anOU beWd de.l►wd td0e t;f tlit tatta etn u~Clt 29 tt f793 nrN dearmioe 4.13.4 !lnah CoateoU. Flwh cmnols abaII be 3und opesatsd oe autamat7c, sod WiII cacti- Pb' wuh 4.27.4. aad ahtp be mwnted np mm LZ1iII 44 lIi U 120 1am) 1b0v0 Ihe finish Qppf. 4.29 Latatorid aad Inrsoss. 4.19.1 OoLut1.13e requiremenb d 4.19 ahal! aPPh' W la.atary ffiause. waanlm ad butlt-m lfvacarb. 1.19.18ai~t aod Cleanulem Lntoefe ahall De maunRad wlth tlu r!a ar apmbr sir Imr ro ypher tlm 34 ft G9QS mN abaue ths $tIsItFoor• Pro►fde a elaaaace dat laet 29 !n (733 mm! abae the AnM floa to tbe battam of the aFem. Kaee asd We dnraaee sLaII mmpIY wlth F1{. 31. 4.I9A Cnss lloee Spam A detr Oaar sPace 30 in br 481n (7E0 mm bp 1710 mo) Comp171ng wlth 4.1.4 atWl be Dmaded m fraot d a hratory w albw fa+rad appraah. Such dar O~a r~pae a6tII adJam oro.erLy m' acomem IanMrte aad shall aCmd a mum d 2a'(n. sW4&ml*tmdeiabtb the lavatmy (~ee T1~. 3'2L 'Waad tfpOi aad /ae$ps. Hot ' UGM W a.arM mM uDaak..:er,m.n.n . be meuPs xed ae aba~Ye ao~d m poa+ct MDia~tiv: su~faas n hntmyeashup cr 'Lia.s : %M.n. r.u.e,.b,n Comyq, .h 437.4. I erc-opeeattd, Pyp-t9Da aa0 ekc- tronicaill ' C=SftaA ~harkjw, ue a~ylp d sxapt oDle desigss. ifaeH-cb~tr~ valves att kPOO WN'iKe ; F►O. 31 ~Y ~an~a ft32 - Crr Fbor dpace at taweeilu . t . s...~..., ` ~ , used the faucet rlmg ranAft upea las at 1wt 30 aeeands, 1Qe1em 1ltezaes a6aG Le mo~ ~ sban 40 m 11018~a1gh~ ~ 1~bh ~ou i~ !'1(. Sil. 4.20 Dathtybs, 4.20.1 GMaeml, npepugge bubeub. atrWa cMUpIy wCh 4.20. 4.20.2 11oor Spma. C1nr Ooor speess fa Imnt af batbtuba ahall bc as ahown in Flg. 93. 4.20.3 imt An 1n-tub aat or a snt ai the hnd a+d a[ the tub aAaa be PewidW n Wmm m Flg. 93 atd 34.'Ibe suvetural obway d ann aad their aaachmmn ahap Comyh, wtth 4.26.3. Setts a1ag be mamted aayerb md a1faD aot Wp durMg yk 440.4 Aaae Dats. Geab baa cmqopM wleb 4.28 ahu11 be Provfded aa lhowa Op l1R, 33 aad 34. 4.ZO.3 Centaols. Faueeb md otha eotmds camqgyjng ~ 4.17.4 tlWl be iOCaYed Y • 4.10.6 6howr IIaiL A ahowa spear unR wtith a bore at kaat BO la (1525 arad yppg that caa be wed botlt a a 8ad ahwwer hnd mid u a haad-held shavrer sW be yQpyded. 4.10.7 nathtab tuaLesmM, ttyeo.ydep, ar.lowses far Oathtu6s aEatl aot absbuet tantro4 or ttaat[e 6am wbeekbavs oafo baihtssb seats Q mtn tstba lbeiamum m bathtu6a ahaII aot titre teaelo moumod an t2ufr rmn. 4.21 8hovw stRM, 4.22.10 GOOOML Accoaaibie sbowerstaaa ahtil oomply stth 4.12. 4.91.4 ll" ead ClealwapN, r a m speedled IIa 9.1.2. ahower shII tla aod c1ear 'iLe a6ooQ ttaa ~~wft ) ah ~ alt bt 3E m 6y 36 m(91S mm bp 915 mml. SpoRr atWb reruted bf 8.2.1 ahaD comW7 wa+ P'1t. 57(al or IEI.' `he ahova DeaII te lf~, 95tbi wIII 8t m!a t7aa apI ee mqutesd dm a hatdtuD. 4.5t1.9 iwi A wt ehQ be pevvIded tn sAmee otalL 36 m by 36 m 1913 mm bf 915 = il affi ahul be u aLown in ft 36.The sat sh tU be IDoiWad 17 ta Oe 19 tri (430 onts W4!S i cml ftm ffie 6etluoam floor od ahall mw-td Ae fuB depth of ths utaa. !o a 38 ta by 38 m t!i 13 mm bq 913 moy thpwer aU& the aeu ab iL be m tlta sO oppaaue the eoagrois. R+Ms e;JbssC seat ts Povrded trt a JO h by QO tt nt nOtucnl7Q0 nan by 13?3 nft thoeuer amL C. rMll bs aJdd0'i? N* m%d rha9 be moiaua [ cn tAe toali a4aentt Oo tlw mnaWs as shw n h rPp, 37.'!be snveturat smejoy ' of ram aad thar aaacbmaus sya1i comyh, aKA 4.2 4.3. 1.23.4 CSea6 EUa. Geab ba:s crompiyinQ wHth 418 aEA II pe yewfdeQ dshownm Fl`. 37. 4.11.8 Cmttolr, Fw+eess aad aher eonuols COWFIYM rj sCh 4.27.4 ahaII be beated an ahowa 21 i Fg.17. In aEaree -Naas 96 fn Pn. 361a i9, b mm br 913 aaol. all omtraYs, fauats. and the showe umit suQ yc mounced m ehe ir de w+W aypa~ue t6e neae. 4.53.0 1 16om IInit, w ahoww spcay ,mtt wttb thi re at lent QO la (1323 scod brg Uhtt em De umd bah as aAwd ahower head m¢t " a hau 1•held ahawer ahaa be pmvfded. FXCLrP77 :)N: !n wvnatlmeadJheGSGes u+het um9119119 n ts a eonaideraawL aftseei S}qumr !lKld rm o&Wd at 48at ft22D rmN abae the ahaoer,A aor nnY De used h Ueu pfa hmnd-hefd alntaer Ih ead 4.23.7 1-br. i[Deatided. aufta m aho.Q nayt 96 a b! 361a (916 a bp 915 mm) ,han ee: w nWer rn.n l/s Ot ua nan►. sha.Q staUS wn : an Jo m by eo m(M : by 1375 1131e I mfatm= fluD mt ha+e arb& 4.21.4114ows ioalo~, Y~v.~ed, melowuse s fQ shoret sraas ahai! aat abrttuct amtrob c r obotno uaadc tom whxkbahs mm Qoo c Kata, 4.= To tlst Rooms. 1.7i.11Y 1-4- Sfambu. 7WetfacQmn nquft-d 0) Er amessmie by 4.1 stna mrttp¢~ so 45 REVISIDNS GENERAL NOTES- . ll ALL CONSTRUCTION SHALL BE PER THE 1997 uHC. (E) 22• RoLE . 2) THESE PLANS HAVE BEEN PREPARE➢ 2 Up pppq FOR THE REMODEL OF THE VEST SIDE OF THE BlllLO[NG. ANY OTHER VORK [S ~ Ol1TSIDE OF THE SCOPE OF THIS VaRK. 3) OISCOVERY. OURING CONSTRUCTIDN THE W z CONTRACTOR MAY ENLOIINTER EXISTING CONOIT[ONS VH[CH ARE NOT KNOVN OR ARE Q Q AT VAR[ANCE WITH PROJECTEO ~ J DOCUMENTAT[ON. SUCH CONDITIONS MAY INTERFERE WITH NEW LONSTRl1LTI0N OR a- REaIIIRE PROTECTION PND/OR SIIPPORT OR Z RETAIL EX[STING VORK Ol1RING CONSTRUCTION, OR i--i . MAY CONSIST OP OAMAGE OR OETERIORATION TO STRl1CTl1RPL MATERIALS OR COMPONENTS VHICH COULD JEOPHROIZE THE STRIICTIIRAL ~ INTEGR[TY OF THE BllILOING. THE I-I Q CONTRACTOR SHALL NOT[FY THE ENGINEER X J <El 36• OF ALL DISCOVERV HE BELIEVES MAY om INTERFERE vttH THE PROPER EXECUT[ON OF W Li NTHE WORK OR JEOPARO[ZE THE STRUCTURAL OINTEGR[TY OF THE BUILDING PRIOR TO er PROCEEUING VITH wORK RELnTEO TO SUCH _ _ _ _ _ _ _ R[ . ,f------------------ ➢ISCOVERIES. ~ 47 TWO OF THE EX[STING HATHROOMS WILL X~ ~Lv~j4y ii R~ . HE MR➢E ACCESSIBLE PER THE ATTACHE➢ W~~ SPECIF[CPTIONS PROVI➢EO PER THE CITY 17.. N (E)2e' WOR TO ~ OF VHEAT R[OGE, V[THOIIT THE RELOCATION Z f a oV) BE NEPLnLED vlTx ~ OF RNY VALLS. ~ J J W N 36' OOOR ~V LyJ ~ ~ O ,h RRER USAGE Z 3 U V I 1e \ p=~ . SO. FT OCCUPANCY TYPE Li RETAIL RETAIL 5628 187 M Z-J W~ - ~EI a2' GYMNASIUM 7634 508 A-1 W~~> ~ OOOR ~I ~ Z%OZ~ JQIn W O C] C7 V La (`7 PHONE 1 II 4' % 6' OPENING (E) 3U' ROaM E) 3Y qBOVE fLO~R L E E N D ~OORS ~ ~OOR (E) 36' cW 36• mm UDOR - - E%ISTING VnLI VIR REMOVED VnLI (E) VINDW (E) OPGICE 1MFILL VN.L . REMOVE➢ OOOR ~I II ~I EXISTING tE> II ~I ~R6II 'I u ~I NEV O!f ~I I J~ ~ Roo~E~~ (E) p APPROVED p0~ ODOR tE) ORINtING . fOUNTFIN ~ Subject to Field Inspections (E) 36' (E) 3M (E) SINK RETAIL I nooa oooR = _ _ _ _ (E) Wheat Rid e Buiidin Denk U (E) VINOOV . tE) VIN00 \STaORPGEE ~OR 9 9 t' J / !o~ J L.J n u Date..~,..`L„ o I o u r l Q ~ n Signed Plan Checker o w <E) VINWV fE) VINWV fE) 36' • ~ ~ DWR (E) v1N0Dv Q = U LLJ LD ORF z3~ra H L` z Q W~ ~ Y3f- A Yr//l35 3~ z¢ L'i 6' ~l - 0 3 KQ ~ss/pNA~ S H E E T n MEZZANINE FL❑❑R PLAN ~1FIRST FLO❑R PLAN SCALE 1'=16' ~J SCALE 1'=16' 1 ❑I 2 REVISIONS (E) 22' ROIE 2 UP DWR ~ z Q ~1 J WEL REiRR + P~p REGIS ~ oo~ w.'[ CL O 00 j CE> X• DOQR ' 393 ~ KP 3~ . ~ ~sS~ONA1. Ed~' L,, a LLI A cu ' ~w¢m~ cozvnoaxro P P T N Q' CEU vI H BE RE I 35• noox - J w ~ Q a+ W LLJ Z U U I 3 . ~ ~ N J 0 W ~ ~ - RETnII (E) 32' Z w UN W -0N> I mm LEGEND ~¢~wo PFIONE 4• % 6' QPEN[NG AA~A~ ~M ]N VN.I <p' E> 32' < PBOVE FIOPi ~R <N> 36• fE) 36' EMISTIHG VRLL FEXOVED vRLL INGIII VRLI ~ DODR BOOR REMOVEO OOOR t 4 ~ . o • E%ISTIHG tE> ~ NEV (N> (E) VINPOV CEl oFFICE tE) 36' UOOR (El MEOI ROOB4 ~ papR CEI ORINKING o Fq.NiA1N p➢qPTEO BRTH FO0l1 VITX (!D tE) 34• (E) SIN( RETaIL ~I%i11PES AND (N) DDOF pppR o . (f) d'fICE \STORRGE 5'-11 S-6~ P U J <El VINMI J W ~ (4 > 11 O W Q 1 L~ 0 (E) VINpOV (E) VINpOV <E> 36' (El VINWV nooa Q = ~ C~ (c) xooN ~ 'SY - = 17 ~ i w V) W ,V ~ ZQ p ~`Qrn~ 9RTH- FDOM 'a. AOPPTEO BPTH ROOM VITH Ml AND E Q W hi D l tW 6 OOOR Z Y" ¢ Q U~ W ZQ\p ~M \D3 SHEET PR~P❑SED FIRST FLO❑R PLAN EN LARGED BATHR❑OM PLANS - SCALE 1'=16' E1'=8' SCAL 2 ❑ r 2 7500 WEST 29TH AVENUE P.O. BOX 638 WHEAT RIDGE. CO 80034-0638 (303) 234-5900 City Admin. Fax # 234-5924 October 14, 1994 Police Dept. Fax # 235-2949 Mr. Thomas Bruhns 6105 W. 44th Avenue Wheat Ridge, CO 80033 Dear Mr. Bruhns: The City of GWheat GRidge This is to inform you that the approval of your special use of the property located at 6105 W. 44th Avenue constitutes a change in use from B2 to A3. This will require you to bring this building in to compliance with the current Uniform Codes and the Americans With Disabilities act. If you have any questions, please call me at 235-2853. Si erely, John W. Eckert Chie£ Building Inspector JWE/at CD fiY"~rlr~lYnp.v -,"sJU WEST 29TH AVEN:;E P.O. BOX 638 The City of WHEAT RIDGE. CO 80034-0638 (303) 234-5900 ~heat City Admin. Fax # 234-5924 Police Dept. Fax # 235-2949 GRidge January 4, 1993 The Wheat Ridge Department o£ Community Development has received a request £or _ y++p+ci ~Y LLCJl:L1UCLL 1.1C10W. Your response to the following questions and any comments on this proposal would be appreciated by Januarv 1, 19 No response from you by this date will constitute no objections or concerns regarding this proposal. CASE NO: SUP-93-1/Red Barn Furniture LOCATION: 6105 West 44th Avenue REQUESTED ACTION: Special Use Permit to allow the parking of more than three (3) semi-tractor trailers PURPOSE: To utilize the semi-trailers as inventory storage for furniture store. APPROXIMATE AREA: 1,3 acres 1. Are public facilities or services provided by your agency adequate to serve this development? YES NO If "NO", please explain below. 2. Are service lines available to the development? YES NO I£ "NO", please explain below. 3. Do you have adequate capacities to service the development? YES NO i£ "NO", please explain below. 4. Can and will your agency service this proposed development subject to your rules and regulations? YES NO I£ "NO", please explain below. 5. Are there any concerns or problems your agency has identi£ied which would or should affect approval o£ this request? Please reply M. Reckert Department o£ Planning & Development DISTRIBUTION: XWater District (Wheat Ri~ge XXSanitation District (Wheat Rilqe X)Fire District (Wheat Riage Adjacent City ( ) Public Service Co. US West Communications State Land Use Commission State Geological Survey Colorado Dept. o£ Transportation <pc>re£erralform 06-26-92 American Cable Vision Jefferson Co. Health Dept. Jef£erson Co. Schools Jef£erson Co. Commissioners Wheat Ridge Post Office Wheat Ridge Police Dept. XXWheat Ridge Public Works Dept. Wheat Ridge Parks & Recreation Colorado Div. of Wildli£e XXWheat Ridge Bldg. Division SSNGLE FAMILY RESID£NCES UNDEVELOPED SEMI-TRAILERS 8' GRAQE DROP EIIGE / - - - \ ~ LOAdING _DOCK RED BARN FURNITURE -1 T DUMPSTEB ASPHALT PARKING AREA ~ N WEST 44TH AVENUE 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: 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: b- Inspector:.. DO NOT REMOVE THIS NOTICE