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HomeMy WebLinkAbout6101 W. 38th AvenueIF H MONTESSORI WHEAT RIDGE_` PERMIT SET REVISION 07/17/2021 'REVIEti i rote ronaunrvce LU ma ' ss drawings were reve of under the applicable v own in effect at Me time of submittal. Reasonable 0 i shore was exercli In chi far ade compliance. Me wamping of mese mcuments shall not M o construed to be a Word for, or an approval of am �V wolabon of state aMunder,/or, kcal tler, ordinances or meMments transit. Q (7 Q Plan Reviewer KM11tneY _ ¢ Dale oe/asfmxf `Q LU .w. w usis _I� n1►3 z� 0 ONE REVISION T M F IEPAE ANNE AM Poss. I erxeuaieoexo errexeo suexmnis _ AN APPEAL W ANN NE PAN � ANALANDON ANA ANNE ADANA A3437 DAN m _ =AA. APPEAN _s ....a ANNE PEAND ......._.....,.... os ONE ANEOPLA AW AN ANNOW A AN WON o' AN ElAAAo No ANNE NEW A PEEWEE N DDANESDELAPENA AN WE AW NONE WE WE, OAND.A.. ED .,ED'. WAYEAWANOWNWANDAWDONADEANNOPEOPPE LU AN, ANNE NO PAW A AN PAPPOND.I.E.IENEENADENED. ® — — max.- ....�., 4,E WFANANDAN AD . PA AN D CD AN _A .. 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BD. AT ALL BATHROOMS AND UTILITY ROOMS. 2X4" WOOD STUDS RE: PLANS (1) LAYER 5/8" TYPE'X GYP. BOARD. PROVIDE RUBBER BASE TRIM, VERIFY COLOR/ STYLE WITH OWNER 2X4 WOOD STUD FURRING WALL - NON RATED W ? PROVIDE FIRE AND ACOUSTICAL J SEALANT W U it BATT INSULATION AT BATHROOM WALLS ONLY NOTE: 5/8" TYPE'X WATER RESISTANT ION GYP. BD, AT ALL BATHROOMS AND UTILITY ROOMS. Z Q J IL 2X4" OR 2X6" WOOD STUDS RE:PLANS R O O J LL (1) LAYER 5/e" TYPE W GYP. BOARD. EACH SIDE WOOD BASE TO MATCH EXISTING, RUBBER BASE AT RESTROOMS ONLY 2X4 WOOD STUD WALL - 1 HR RATED -�3 '._'.O. CA WE 3514 wl-oz 2X6 WOOD STUD WALL - NON RATED 1. = V-0. �. 2X4 WOOD STUD WALL - NON RATED WI -01 1, = V-0. V4"=1'4' FLOOR PLAN FINISHES NOTES: ALL FINISHES TO MATCH BELOW UNLESS OTHERWISE NOTED: T H E FLOOR: FLOOR: LVT VINYL PLANK, COLOR -TBD WALLS: PAINTED GYP, COLOR - WHITE CJ W H WALL BASE: PAINTED WOOD BASE, HEIGHT AND THICKNESS TO MATCH EXISTING,COLOR - WHITE. Po BOX 11094 PAINT ALL (E) BASE TO MATCH. 1766 W 64TH AVE DENVER, DO 80221 WALL BASE: (AT BATHROOMS ONLY) RUBBER COVE BASE, COLOR - TBD DOORS: ALL EXISTING DOORS TO BE PAINTED. COPYRIGHT BY THE5WH LLC ALL DRAWN AND COLOR TBD WRITTEN INFORMATION APPEARING HERIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONCENT AND INDEMNIFICATION OF THE5W H LLC W co coO O 00p U Lu Q U Lu Ir H Lu 2 Lu �0 Q UVJ � VJ co WFIIIIIIIIIM� T Z 0 KEYNOTES 2.17 EXISTING STAIR AND RAMP TO REMAIN 2.26 EXISTING STAIR GUARDRAIL TO REMAIN 5.12 HANDRAIL 5.14 METAL GRAB BAR TO RETURN TO FLOOR 5.16 1 1/4" DIA. METAL HANDRAIL, TO RETURN TO FLOOR 5.17 INSTALL EXISTING GRAB BAR IN NEW LOCATION 6.10 WOOD STAIR AND LANDING JOB NUMBER: 6.13 42' TALL WOOD ENCLOSURE FENCE ATTACHED TO WOOD STRUCTURAL POSTS 6.14 EXTEND EXISTING STAIR TREAD DEPTH TO 13' MIN. DEEP 6.15 HALF HEIGHT WALL AND POCKET DOOR 8.3 CASEDOPENING 8.4 WOOD FRAMED WINDOW 1CF1e1i 'Y 8.5 DOUBLE WOOD DOOR AND FRAME WITH FULL LITE G`M GTd`s� 8.6 PROVIDE WINDOW PRIVACY FILM TO EXISTING WINDOW ;r0 8.8 EXISTING DOUBLE DOOR INSTALLED IN NEW LOCATION 8.9 EXISTING SINGLE DOOR INSTALLED IN NEW LOCATION 00404469 9.4 VINYL SHEET FLOORING 9.6 SOLID SURFACE COUNTERTOP AND BACKSPLASH 11.12 UNDERCOUNTER REFRIGERATOR 21.1 FIRE EXTINGUISHER CABINET, SURFACE MOUNTED 223 CHILDRNGS HEIGHT FLOOR MOUNTED TOILET RE:PLUMBIq __---,� 22.8 INSTALL EXISTING DRINKING FOUNTAINS IN NEW RCHiTE�' LOCATION RE:PLUMBING 22.9 EXISTING TOILET INSTALLED IN NEW LOCATION 22.11 WALL MOUNTED ACCESSIBLE BATHROOM SINK 22.12 UNDERMOUNT DEEP BASIN SINK AND FAUCET N DATE ISSUE 26.4 REPLACED ANY AND ALL DEMOLISHED SWITCHES IN NEW LOCATIONS 26.5 PROVIDE NEW OUTLETS AS REQUIRED BY CODE PLAN LEGEND _ EXISTING WALLS TO REMAIN O TIRE: NEW CONSTRUCTION LEVEL 1 FLOOR PLAN SHEET NUMBER: A1.01 1 10.31.2020 =SET 201.13.2021303.31.2021RESPONBE404.0].2021RESPONSE50]1]2021 ION T H E 5 W H PO BOX 11094 1766 W 64TH AVE DENVER, CO 80M COPYRIGHT BY THE5W H LLC. ALL DRAWN AND WRITTEN INFORMATION APPEARING HERIN SHALL NOT BE MODIFIED, DUPLICATED, DISCLOSED, USED FOR ANOTHER PROJECT, OR OTHERWISE USED WITHOUT THE WRITTEN CONCENT AND INDEMNIFICATION OF THE5W H LLC W co coO O 00O Lu U Q U Lu Ir H w 2 Lu 0 Q U U � LU T Z 0 KEYNOTES 5.12 HANDRAIL 6.10 WOOD STAIR AND LANDING 6.15 HALF HEIGHT WALL AND POCKET DOOR 8.3 CASED OPENING 9.4 VINYL SHEET FLOORING 9.6 SOLID SURFACE COUNTERTOP AND BACKSPLASH 21.1 FIRE EXTINGUISHER CABINET, SURFACE MOUNTED JOB NUMBER: 22.3 CHILDREN'S HEIGHT FLOOR MOUNTED TOILET RE: PLUMBING 22.6 TRIPPLE COMPARTMENT UTILITY SINK, RE: PLUMBING 22.13 MOP SINK, RE: PLUMBING 22.14 WALL MOUNTED BATHROOM VANITY SINK WITH TWO FAUCETS, RE: PLUMBING ppv,G`M%chelle' �dc 00404469 q&CHI-f q DATE ISSUE PLAN LEGEND _ EXISTING WALLS TO REMAIN TIRE: NEW CONSTRUCTION LEVEL 2 FLOOR PLAN SHEET NUMBER: A1.02 1 10.31.2020 SD PRICING SET 2 01.13.2021 PERMIT SET 3 03.31.2021 PERMIT COMMENT RESPONSE 01 4 04.0].2021 PERMIT COMMENT RESPONSE 02 5 0].1].2021 PERMIT SET REVSION F Y W T TI �2 O • LUQ �1 T �j W x T O'< ~_- ---_+_---_-_�_ 3 F Y W �2 O LUQ �j W x W O'< w U)rLU 3 F Z� O" 'fo REVISION Sd�'$ ^aa✓ RM ® ® A2.00 M F W �$ O Q W� = ti �j W x W O'< w U)rLU 3 F Z� O" 'fo 22 - REVISION vdl $ 'a✓ A3.01 09 RII 6 Y F W jil 0 Wo ---------------- w x w 0 n u cn v' M U m F3 00 I OMIA✓"C REVISION 09 o-� �A51. F 6 Y SHE F 6 Y W O Q W� = ti �j W x W 0 x w U)LU 3 F 0zo a `s REVISION ®m m 6 Y F m e iL � m .w I.I.I /1 RAW PIING G6 /1GEGIdMWIIGXIXNM �—$ qw 4 Q O W o ¢w �i O '< I_ c JA LU Ozo (DRIOMEMAMEIVAI�,,MAGanOMDAAIL n Q r-'=r REVISION �_ ^0.w✓ G PNCONYM INGnAN DUAP. m. �... _ a 6 Y F LU cr S �O L Wo � 6 C/)! �a rh•mF rru------� r rm•m ' T J F 3 IL I I _—_—_—.__— REVISION ffd ^o,w✓ �.mnxaumnruwrw� ®® A8.02 F 6 Y W i3 �; 3 S� 0-o .�.—d3Ho1�11016 2 ¢ �j w x G= w __ a m LU 3 F Z� O" +"L o REVISION 09 M01 \1 Hill \LLLLLL-L UISTIM CONOITMS WITH MMP 28.4' X"' CLEAR LIFT FULL✓1 INSTALL DEPTHIS05B8'RnRvlLARGERTHANTHEy— M[44.05" EXISTING STAIR CLEARa. rl E WIDTH OF 30' s wR,.E, NGTES:Aa"as rat with, LmRmme m talmaatait h,a.amp m tigm.ma.. SAVARIA DELTA INCLINE LIFT 28.T'XN'CLEA2SIZE Pmnmaumatanb mates mon mtlh,. Ix 3 20.0" XM' CLEAR LIFT FOOTPRINT I m EXISTING STAIR REVISION ffd�� MONTESSORI WHEAT RIDGE E 6 • B EXHIBITB U ;R0S Asbestos Inspection Report Client: Emily Farley Property Inspected: 611 West 38th Avenue, Wheat Ridge CO Inspection Date: 12/3/2020 Date of Report: 12/7/2020 Prepared By: Joseph Lugo 11603 Teller Street, Suite A Broomfield, CO 80020 1-800627-2366 or local 303444-5253 infa@rdsenvironmental.corn w .rdsenvironmental.com �pWTiAry� 12nrzoz0 i 4�.� DNS\oo i Dear Emily, Per your request, an asbestos inspection was conducted at the above referenced property by certified asbestos inspector Mr. Joseph Lugo to evaluate suspect asbestos containing materials. The suspect material was sampled and show not to contain asbestos as follows: Visual Observations: The inspector was asked to sample materials that may be involved in an upcoming renovation. No renovation work had begun at the time of inspection. Sampling: _r Semple quantity Type L. FMF Condflionl HA a MaYrlal Loudon Recalls Assessment 1 Tasters Games wall (see '. All layers -ND 800 OF S F Damaged ISSA1 photos) 1 SSAS Texture Games wall (see All IryMs. No BM OF S F Demeaed photos) t 3SA2 Texture cars" well (a" All layers�No NO OF S F Damaged Owes) 2 MMAI Drywall/Joint damage wall (am All layers NO NO OF M F Damaged Compound photos) 2 MM" Drywall/Joint Garage wall (see All layers -NO 80D OF M F Damaged Compound phones) 2 SAI Ta#ure Interior walls on the All layers NO NBO OF S F Damaged 10 floor and 2F scale and celling 2 SA2 Tatham Interior walls on the All teyers ND 44603F 8 F Damaged 1efloorand2Fwalls and ceiling 2 SAB leequn Interlorwalls on the All layers No HW OF S F Damagatl 1•Ooorand2Fxalls and ceiling O SM Mandate INedorwalls on the All layars-No MBOSF S F Damaged leflomand2Fwalls and ceiling O W Tamure leader walls on Na All layers -ND MBo SF e F Dinged In floor and 2F walls and ceiling 4 MAI DgwalNelnt Interior wmis on Ne Alllayeri MBO OF M F Damaged Compwnd 10 floor and 2F walls andcalllrg 4 Mq2 DrywaIl6oNN header walls on the All layers No 4460 SF M F Damaged sa^erl+ CA= Composite analysis compound 10floorand2Fwalls X14/1 WPB p �0)yng T- Thermal system insulator (TSI) DN S`o S= Surfacing �. andcaning 'Sampling in this report was collected in a manner sufficient to determine whether material is ACM or not ACM, a certified Inspector collected bulk samples from each homogeneous area of friable/non- friable miscellaneous material that is not assumed to be ACM 5 Mei Ceiling file 10 Floor telling All layers -ND 1800 OF M F Damaged 5 Also Collinggle 10Floor ceiling All layers ND 1300 OF M F Damaged 6 MCI CarpetlAYeNc 14 floor and second All layers- No 3600 SF M F Good flow 6 MC2 Cerpe6Meellc AfloorandsecorW All store. NO end SF M F geed floor IMA HA=Homogenous Area SF=Square feet, ND=Non detect, F= Friable, NF=non friable <1%= less than 1% or trace amounts. sa^erl+ CA= Composite analysis Chry= Chrysotile X14/1 WPB p �0)yng T- Thermal system insulator (TSI) DN S`o S= Surfacing �. M= Miscellaneous 'Sampling in this report was collected in a manner sufficient to determine whether material is ACM or not ACM, a certified Inspector collected bulk samples from each homogeneous area of friable/non- friable miscellaneous material that is not assumed to be ACM Friable is defined as any material that can be pulverized or reduced to powder with normal hand pressure. Non -friable is defined as any material which when dry cannot be pulvenzed or reduced to powder with normal hand pressure. "Assessment classification reference below: 1) N.F.2.a. Damaged or significantly damaged thermal system insulation ACM. 2) IV.F.2.b. Damaged friable surfacing ACM. 3) N.F.2.c. Significantly damaged friable surfacing ACM. 4) N.F.2.d. Damaged or significantly damaged friable miscellaneous ACM. 5) N.F.2.e. ACBM with potential for damage. 6) N.F.2.f. ACBM with potential for significant damage. T) IV.F.2.G. Any remaining friable ACBM or suspect friable ACBM. Response action: Please be advised that there are no state or federal laws that require the removal of asbesftd - ntaining materials from residential dwellings not undergoing renovation or demolition. The following response action was formulated by applying the guidelines of the EPA's Asbestos Hazard Emergency Response Act (AHERA), which regulates the handling of asbestos -containing matenals in schools. No asbestos was detected in the material sampled The samples taken were representative of the suspect material. RDS, Inc. does not make any guaranties or assume any liabilities regarding asbestos content in areas other than where samples were taken. We appreciate the opportunity to perform this inspection for you. If you have any questions or if I can be of further assistance, please call. Sincerely, X 7 ,k Joseph L qO Asbestos buildinq inspector EPA-Cenified Asbestos Inspector -25070 Floor Plan 1^ Floor 2m Flom �rpneo�iigy�po EMSL Analytical, Inc. GARGAETECNRE EM6LOMer: 222oD7666 (3 000-1331 11603 Telkr Sheet 11603 CmwmerlD: ROSE21 Iwormm sexomyeew wxw 12/001202010:00 AM Cuetamer P0: T VFu: M3)Y aSMD 1 Pmpal-tam Analysis Dab: 121W/2020-121Oi2020 MIp:IAwm.EMSL.wn t amrenlC slum Project lD: RDS Environmental GARGAETECNRE Fu: (3 000-1331 11603 Telkr Sheet 11603 N[ne DeKKbE Received Deb: 12/001202010:00 AM SuMA GARAGE Analysis Dab: 121W/2020-121Oi2020 BnomfieM, CO 80020 Collected Date: 12/Q30020 Project 6101 LRYVBSJJIMIM me Test Report: Asbestos Analysis o1 Bulk Materials via EPA 600/R-93/116 Method using Polarized n15%CeAJme N Iiaua Light Microscopy SG gvall GMGAE nUCURE NTlle a s e5%Gypsum sunpM 0.¢eplbn Appwnnw %Flemm %aomFlbeue %ryye SSA1 OAROAEnD(T E Gr%MM1R Iow6 NunPomn(Ctlnl) None Denomm! 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COMPOUND Fidau 25%Nmibmus(Genii TQm]91¢/OIN CulatomBrlD: RDSE21 Iola rune BlreMenvm,c003,03 H, MBI COUNGTILE CY6lemef PO: 15%CMLbu ROFac 003) 70 57001003)741-1403 FRI 55%Ms. WA zummsmn Project ID: mplwv.EMSi mnlcenvneL®emal.mm Test Report: Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy 69_^3E4ppia, Asn.ama Semple CnclMlm Appaaeanm %FlEroua %NemFOms %Tyw 1,76 Ph,Itl: 120fIDA NH NI s9%Cellukae sqi-powas DRYNALVpINT Gny O 6�.un9 65%Gypvn Xpy OehoM COMP(R)ND min FIm,, pMS� M%Norvfilmw(ON o nea++nsama OARAOE HomWerewa 9A1-TMme TE%TUREN%LLS Mae 10WHwlidaua(ONer) Nene Gleew IGM'PJL64 NcmFlNws CEILING OF Homo9enews IneparaYKH/mum M)mamwaw.myn 03'9% SA3-Drywfll TE%NRENI4LL5 Goy Gluon 05%Gypsun Hare Dent 1FM4LIS6 Nan Estate 20%Nmflbwm(Dram n-m/wsma COUNT HonWenews X SA GaveyI TENURE WALLS Gle/Ren 15%C&MbM 65%GWwm eb Oe /w L -S& Ebwa 11%om 20%Xm-2lms(01mD CEILING 2F Hemotnet InspvaYe ryM /mNry toyer rrtNNM m enJyffi 340.TeRWm TEXTURENMLLS Moonlit 2D%G Glbmh Xme RttleO 1FM1WLLS4 NanFiuxt, SD%Abnfldwe(dMfj CEIUNG2F Homogeneous I,ueaypYFu,lranam D+.%^ac'ul,fnnooi+ SMLryWBII TEXTURE WALLS Got 15%0,441 w%Gypsum Nominalist 1FmVi Famous q%Olw 20%Xmtomua (OIM1ep om/anmwa CEILING21F XwrrtgNanb s Tmlue TEXTURE WADS uery 25%G G2mab Noe wpoind IFM1WVL68 N:IFFldas BL%1'bMmws(OtlwO CEILING 2F I%I.o9m.un mmpNmlaµ-R/mwwwmlarrwple S Gagwall TF%NREVI German Unicellute, 65% Gert Xate OmNml 1FMMLL56 Fdqu 11% Glass M%NonfiEmu(OVeR amm�rmm. 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U.8.8bk Sam ea Taken: Turnaround Time ATO tions• -Please Check 0 3 Hour 6 Hour M Hour 48 Hour 72 Hour 96 Hour I1 Week 2 Week • or TEMAY.1hrMmyM16M14P'aeee'WafteaJbaMttVk.'ILdebapmnlwn rAarge kr3{kwTEMAHEPiIrvfpA LeceItl TAT. YouwNCe e¢Fxdhflgn r, aulAaizaem.bmbM%mxiv. M-iir lMMfl� Mu6u:Ee. Pont -Air [I 44.5hr TATnly) TEM -Air ❑4i.5hr TAT Nrassenry) TenM-Du l TEM- O NIOSH 74W ❑ MEM40 CFR, Pad 703 ❑Microvac - ASTM 057M ❑w/OSHA ehr. 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NIDD RE ii -0 I\ 71 N Gyl --------------- ----------------- 200A,20W..1 PH, SERVICE DISCONNECT, AFTER AND ON FEED TO XCEL POLE rw l A EXTEND TO 3) P D D C DEW J c FRN xs�_ AFl \x II I1 II II II i J, iR. i �� TO LTS II II .f / "EF1"(j OFnn¢sG.J ILS j LIC I / / RLE% R`MEnLFT TaRY TODDLER / \ EEMAEpNDWTTO� �o Q ayi TODDLER NIDO X11 I NOTE: ALL FECEPTACIESIN CHILD CARE AREAS I �y� SHALL BE REPUCED NTH TAMPER RESISTANT RIwS =i NOfr'. PLL RECEPTACLES IN CHILD CARE y K v RECEPTACIEB CGORDINATE WITH OWNER FOR ANY hN AREABSHPLL BE REPLACED WITHTMAPER F� DEMO C IDLTS. 'EFT' RECEPTACLES MOT ARE NOT NEEDED AND CAN BE RESI6TANi RECEPTACLES. C00RDIN4IE I W. 01 REMOVED, FOR ANY REMOVED DEVICES, CAP WIRING, WRHOWNER FOR ANYRECEPTACIES I I ENSURE CIRCUIT CONTINUITY TO DOWNSTREAM TIAT PAE NOT NEEDED ANO GAN BEW DEVICES AND PROACE BLANK COVEIRPLAIE. REMOVED. FGRANYREMOVEOOEYICES, D2 GAP WIRING, ENSURECIRCUR I COMINUIIYTO DOWNSTREAM DEVICES I I ANO PR W TOE BUNK COYERFIATE. I I C) Mdb Til � mr "' M LOBBYIRECEPTION CIRCUIT 10 12 14 16 18 20 ASA DEWND% &FARMAOM/AUGFORNS 0.7 125 0.5 10 JDA 1.3 100 1.3 , 0.0 10 ODA 0.0 so 0.0 0.0 125 DP Do 100 0.0 100 0.0 2 100 Do 0.0 0.0 100 0.0 -0 100 Do PAWL DP HLJTO-GOI'I • PFIPE9-I SIG Cpl PANEL A 3WI240 120 votrz, INIGE KEN 200 AMPS IfMIA2P MAIN BREAKER c oxcuLnxo ELECTRICALcxcixcc P6 LONG EXISTING OLI V. 302973.9779 F. 3C3.973.9959 COS I AIC: IVOW BOXES' MAILOE200AMPSMSPANELIMPTIESS . CIRCUIT DESCRIPTION V A CIRCUIT PHASE BAR A B CIRCUIT BKR V A CIRCUIT DESCRIPTION . v SUB PANEL B' 7350 10012 O 20 360 RECEPTS GARAGE 3 IOAOPERRECOROPUNS 7350 O 20 200 FIREAIARM 5 RVA[ 4210 60 0 20 360 RECEPE. GARAGE 6210 O 20 610 WEST UGHTS 9 COUNTER RECEPTf 1000 20 0 20 1176 FURNACE 10 11 RANGE 4000 50 0 20 20 686 LIGHTS, RECEPtt 12 is 6000 O 20 20 600 OF DOORS 14 15 RECEP95 540 20 O 20 MO UPSTAI HIS RCP35 16 v RECEP35 1080 2020 O 20 540 UPSTAIRS RCPTS 18 19 RECUTS 900 2020 O 20 ISD ORCHARDS Lrz an 22 SPACE O SPACE 22 PH EB 20]560 190060MAN, CONN. kVA DEMAND% DEMAND ARECEPTACLES NLIGHTING OB IIS SARECEPTACUSS FECEPTA[1ESe]O kVA 5d 100 SALUDGESTARYTOR FECFPTACIESaIO EVA OA 50 OAMOTIORS GRGESTMOTOfl 84 125 10.5KFAT MOroFs 32 100 isMISCELLINEOUS NFAi 00 100 OAMISCELANEDUS3 MIS[EOIIIP OED CIRCUITS SO 100 9ASUB FAVOR -AV 2.1 100 2.1 SUS PAML"F" 14D I00 16J TOTAL WA: 40.2 TOTALAMPS: 180.0 PANEL AI IaLIT,C�®f�-PFPE9i zao lza YVLTs, 1PHASE 'WIRE Izr'masnc I9�GTQ1 JOB 3BOA3P MAIN BREAKER EXISTING UD.N. cVH303.9i3.91'19 ip3D3.993.9959F9e ITE Nc:30,000 —S VN CIRCUIT OES[RIFT/ON1 —DESCRIPTION A BKR MBKR LIGHTS3 RECEPTKIES J]0 ]p PESTROOM FAST UGHE 694 ipRESTROOM R[P2s SPA[E] SPACE SPAtf SPACE9 SPACE $PPCFu SPACE SPA[E35 SPACE SPACEIs SPACEV SPALf SPACE $PACEI9 SPACE SPACE 920.0 1054A TUTAL ANA. 21 TONAL AMPS: 17 - ®FIST FLOOR POWER PLAN SCALE: 11411=1'-0" OUTDOOR PLAY AREA GENERAL NOTES: 2. ALL NEW LIGHTING AND CONTROLS TOCGAPLY WITH NTE A18 I.ED.C. 3, REFER TO THE ARCHITECTS DRAWINGS FOR THE EGRESS PLANS (FOR EXIT AND EGRESS LIGHTING). MILLWOM(DETAILS , ELEVATIONS, ETC MAT REDO IRE COORDINATION NO NEW ELECTRICAL ROUGH IMF 4. ENSURE GFCI RECEPTACLESPSSHOWN AND ASREQUIRED PER NIE N.EC. TEST EXISTING DEVICES AND REPLACERS REQUIRED. ENBUIRE GFI TESTARESETAGGE58 PERTXENEC. ENSURE TAMPER RESISTANT 5. FIELOINVESNGAIEPNDCIRCUITTR4CE EXISTING AFFECTEDCIRCURS IN THISPEMOOEL. ENSURE CIRCUIT COMINUITYOF IXIBNNG DEVICES WITHIN RMAWEL CIRWITMEAS. PROVIDE NEW PANEL INDEXES LIBELED FOR THE SPECIFIC AREAS AND TOADS SERVED, PER THE N.E G. fi. IREFER TO THE MECHANICAL PIANS FOR NEW EW IDIVERT AND CONiROLS TREND IREPENTS FOR IREPUCMAENTEWIPMEM,EC. TO DISCONNECT THE CIRCUITS AND RECONNECT [GOR.WITUE MC. T. FINE ALARM DESIGN IS IXCLUCEO FROM THESE pUWINGS. AS REWIRED BY THE FIRE MARSHAL PROVIDE FIRE ALARM SHOP ORAWINGSFOR THE NEW DEVICES AND SYSTEM MODIFICATIONS. E.C. TO PROVIDE 1 CONTROLS AND ACCESS FOR PHONE LINE MONITORING. PROVIDE CO2 DETECTOR PS RECOMMENDED BY THE F.D. CODE OFFICIALS PN D WGIPPNGV UBEILICENSING. LLJ ME D OH.IELE. ZL I r N N{,N Lr�l LY ❑ N nl DO DO m W ¢ z oma Q a N N n 0 w ❑m Q Q a >Qo 0 L NQItm C��"O4 N W[ 11 0L7 � J❑n L1 ❑❑m N N Zm WW � 3Fm �[ m EDwm l7 N NSD ]Q zv mLJLJ CD mkm IW �> SQYt ��T x•TOIIAL� O w = U I M ( 0 O ^ / °C T vJ O Q CO W S z O �ppB,RA,� DRAWN: HPE CHECKED: MJHIBAP DATE: 02.25.2021 REVISIONS: PERMIT COMMENTS 2 04.13.2021 ISSUED FOR: PERMIT &CONSTRUCTION SHEETTITLE: POWER PLANS, PANELS ONE LINE DIAGRAM, CALCS SCALE: AS NOTED SHEET NUMBER: E 1 OF2 BB OUTDOOR PLAY AREA GENERAL NOTES: 2. ALL NEW LIGHTING AND CONTROLS TOCGAPLY WITH NTE A18 I.ED.C. 3, REFER TO THE ARCHITECTS DRAWINGS FOR THE EGRESS PLANS (FOR EXIT AND EGRESS LIGHTING). MILLWOM(DETAILS , ELEVATIONS, ETC MAT REDO IRE COORDINATION NO NEW ELECTRICAL ROUGH IMF 4. ENSURE GFCI RECEPTACLESPSSHOWN AND ASREQUIRED PER NIE N.EC. TEST EXISTING DEVICES AND REPLACERS REQUIRED. ENBUIRE GFI TESTARESETAGGE58 PERTXENEC. ENSURE TAMPER RESISTANT 5. FIELOINVESNGAIEPNDCIRCUITTR4CE EXISTING AFFECTEDCIRCURS IN THISPEMOOEL. ENSURE CIRCUIT COMINUITYOF IXIBNNG DEVICES WITHIN RMAWEL CIRWITMEAS. PROVIDE NEW PANEL INDEXES LIBELED FOR THE SPECIFIC AREAS AND TOADS SERVED, PER THE N.E G. fi. IREFER TO THE MECHANICAL PIANS FOR NEW EW IDIVERT AND CONiROLS TREND IREPENTS FOR IREPUCMAENTEWIPMEM,EC. TO DISCONNECT THE CIRCUITS AND RECONNECT [GOR.WITUE MC. T. FINE ALARM DESIGN IS IXCLUCEO FROM THESE pUWINGS. AS REWIRED BY THE FIRE MARSHAL PROVIDE FIRE ALARM SHOP ORAWINGSFOR THE NEW DEVICES AND SYSTEM MODIFICATIONS. E.C. TO PROVIDE 1 CONTROLS AND ACCESS FOR PHONE LINE MONITORING. PROVIDE CO2 DETECTOR PS RECOMMENDED BY THE F.D. CODE OFFICIALS PN D WGIPPNGV UBEILICENSING. LLJ ME D OH.IELE. ZL I r N N{,N Lr�l LY ❑ N nl DO DO m W ¢ z oma Q a N N n 0 w ❑m Q Q a >Qo 0 L NQItm C��"O4 N W[ 11 0L7 � J❑n L1 ❑❑m N N Zm WW � 3Fm �[ m EDwm l7 N NSD ]Q zv mLJLJ CD mkm IW �> SQYt ��T x•TOIIAL� O w = U I M ( 0 O ^ / °C T vJ O Q CO W S z O �ppB,RA,� DRAWN: HPE CHECKED: MJHIBAP DATE: 02.25.2021 REVISIONS: PERMIT COMMENTS 2 04.13.2021 ISSUED FOR: PERMIT &CONSTRUCTION SHEETTITLE: POWER PLANS, PANELS ONE LINE DIAGRAM, CALCS SCALE: AS NOTED SHEET NUMBER: E 1 OF2 ®2ND FLOOR LIGHTING PLAN SCALE: 114"1 ®BASEMENT LIGHTING PLAN SCALE: 1/4"=1'I NaIJILISS ZSlarnI 114 =1 —1.1 ✓COMcheck Software Version 4.1.5.1 Interior Lighting Compliance Certificate w Wtim„mn.n EI rare 2018 1 COS, Say "year"C", Caragnarldrether <m.....IM�rdww,en,.eardo n,&dna Allayered II v �tlw .nM. A. Soared AddeaddWeth. are any, C V need ,,i,, " yeaneedurreadern 11 1 he an Farem.tl lnmwugntlne Incener ...�.d...wwn r® emu. 0. ndemp�m d Cmy l wens by, "I IWOO, dun✓ & SO Fledure ICynl mnnI Sbbmmt epee. SOCII CUMcheck Software Version 4.1.5.1 ✓ Inspection Checklist Energy Code'. 20181ECC FMulranenor 00%who aEEr¢sM tllrxtly In the COMCMeksoaware Chat d «maM : era ¢ 4ingtlaimep. where Compi ,idemreed inn'awayaRent War tlndeped andeRanthat a b bad deny, is poNZO a' I� m Nre, m Q w ONn U! Lu Wa FmN Qazo 0 w [L a >aE3 0 i O v a�N EU F moa` IIEnE O w0t, Ill up' w w ON LL 7 mZ . u 3�m ]r z mkm IW o m7> :�t �1or v;m 43110 ��a ••�011AL� !W V M M O Q Lu CO _ ¢ O = U H L co U co (D C) O °C T O"Faaaaaaa Q co W 2 F- C) O G CAA s\tl� od" DRAWN: HPE CHECKED: MJHIBAP DATE: 02.25.2021 REVISIONS: ZLPERMIT COMMENTS 04.13.2021 ISSUED FOR: PERMIT & CONSTRUCTION SHEET TITLE: LIGHTING PLANS COMCHECK SCALE: AS NOTED SHEET NUMBER: Euw2 OF2 land, drads mat canth, bar JD.d, 1, I� m Nre, m Q w ONn U! Lu Wa FmN Qazo 0 w [L a >aE3 0 i O v a�N EU F moa` IIEnE O w0t, Ill up' w w ON LL 7 mZ . u 3�m ]r z mkm IW o m7> :�t �1or v;m 43110 ��a ••�011AL� !W V M M O Q Lu CO _ ¢ O = U H L co U co (D C) O °C T O"Faaaaaaa Q co W 2 F- C) O G CAA s\tl� od" DRAWN: HPE CHECKED: MJHIBAP DATE: 02.25.2021 REVISIONS: ZLPERMIT COMMENTS 04.13.2021 ISSUED FOR: PERMIT & CONSTRUCTION SHEET TITLE: LIGHTING PLANS COMCHECK SCALE: AS NOTED SHEET NUMBER: Euw2 OF2 VELI p'p EXISTING CONDITIONS N� uuniu3 S AD BEARING BALL M ESSGRI WHEAT RIDGEI .o�n I F^I H EMIBITU1 \ / AGE (FLOOR -CEILING SYSTEMS, WOOD -FRAMED I FILE NO. FIG 5410 WOOD JOISTS, GYPSUM WALLBOARD One layer 1/2' type X gypsum wallboard or gypsum veneer base implied at right angles to 2 x 10 wood joists 1S' o.c. with Sol nails, I 5 long, 0.099'shi IN'' heads, 8" om. Nails placed 3/4" from board edge joints and 1/2' from board end joints. Wood joists supporting 1- nominal T & G wood suMlcor and 1" nominal woad finish floor, or r>/oz' plywood finished floor with long edges T& G and 15/a" interior p1joyi with extenor glue sublloor perpendicular to joists with joints staggered FIRE II SOUND Approx. Ceiling Weigh: 2 psf Fire Test: UL R1319-66,11-9-6 , UL Design L512; UL R3501 45,6-27-65, UL Design L522; UL 142117J8, 61 UL Design _503; UL 143543-6,11-10-65, UL Design 1_519; ULC Design M502 Sound Test NGC 41324, 7-13-6fi IIC&Test 32(88C&P) NGC 5032, 7-191 gµms4`°n d&. `gC ' �� DNa GA FILE NO. WP 1200 GENERIC Limiting HelgM1t 1 HOUR 40 to 44 STC Beat Fire Teat FMWP41s( fd; FIRE SOUND GYPSUM WALLBOARD, STEEL STUDS ULC 79T481, 79 , 79T097,13-1281, beeeapplied] dOullscrw as One anglsl0'ryIR%de 3 WeasNoris 24- ox. ONhtne aterWeach aged3 Y8"aWleoMa20'o.c. WN t'Type Stl,ynallacrewa8' JLC oesgn W415 Sound Test NGC 23115.7-2&70 ox, at ventcal Joints and 1T o.c. at taw and calling runners and Intermediate studs. .alms staggered W an cePoate Lase (NLe) miclmess: 4 Limiting HelgM1t Refer W section IV Wrox. Weight Beat Fire Teat FMWP41s( fd; OSUT-1770.881: ULC 79T481, 79 , 79T097,13-1281, JLC oesgn W415 Sound Test NGC 23115.7-2&70 I COLUMNS, NONCOMBUSTIBLE I GA FILE NO. CM 1450 GENERIC GYPSUM WALLBOARD, STEEL COLUMN COVER Saw layer 12 rypeX gypsum wallboaN ep{Viedl around TS4X44AW lube seal column and had In pisco with paper masking laps. SewM layer 10 type X gypaum wallhmrd applied around column erd held In place with paper masking tape. Face layer atlnx No. 24 MSc galvanized ectal n umn cover oonsistnit of two L-shaped sections wth snapkck "net steal loins w W 22 MSG galvanvad ideal column cowers consisting adwo L-shaped sectors with lap joints fastened with No. 00125hcei medal wawa IT o.c. I HOUR FIRE Fire Test UL NC505{1b), 71 NKSMI 12-23]5; UL NCWS. PNK1510; UL Desgn X526 GA FILE NO. WP 3514 1 1 GENERIC GYPSUM WALLBOARD, WOOD STUDS One layer 3/a' type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. with 11/4" Type W drywall screws 12' O.C. Joints staggered 16" on opposite sides. (LOAD-BEARING) 1 HOUR 35 to 39 STC FIRE I I SOUND Thickness: 43/4" Approx. Weight: 7 pat Fire Test: SWRI 01-4511-619, 8-19-92 Sound Test: See WP 3520 (G&H NG-246FT, 7-2-65) UL Product iQ" B BXUV.U356 - Fire -resistance Ratings - ANSVUL 263 o�+7vSaun✓ccnsouaiorvmesemv Umapr Uimrhame . Mthodws H"ngJursamm dead lx ommuaM,n a comae as to the Wooer requirements mvaxngtlemammoth and um of UL Conrad pWun.. eau4nenl. seemed, amides. and damws. . Mtholt Henna Joramon demd mgrs amore oarewmion. . Re resima<aauarmeeand preeooao as dawwaad by to man, Mannar and here oma, maiamd M UL or commerce afth mducato reaulumen,s no Moiemn mammon comet aiwaee madams a,eru oormne;M, dermaeuMmasa at ft nail. . VMm field Mum arm. x ouaanhanae Im the caned fo,wasersa oe the taamtaisa.c. man prwmee ey the produce remnaaour roue or ce ries.. Uses of M1e mxMw* mummulm me Memo rr conn um Mmdal cuM ha x,, am, for mm, prMUC nae x,y ane wee group 0 amv„teec M Cuda l nmrnznon l nCWm BXUV - Fire Resistance Ratings - ANSVUL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CANNLC-S101 CeriFled for Canada Design No. U356 Umtoee m, zozo Bearing Wall Rating - 1 Hr Rating Exposed to Fire on Interior Face Only Bearing Wall Rating — 1 Hr Rating Exposed to Fire on Exterior Face (See Item 61 Finish Rating — 23 Min or 25 Min (See Item 2C) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. S� t CAA A�/on9 a J zoc 1.M Shue¢—III test lo¢pacea to ln. CCwnn Mn 21oy a in West one 2Oy a in 0oncm pence, 6N]e hlenMM by wool Mmolnalp sheathrg (IMm S. when MMwtl ago FlOor Rowel i0i SPI aro wreN a¢brow" for that ¢iW¢. E, told la coloMM to]S%of allowWb anal IoM. Walls eXeeXwly fire Netnews at top and pgmm a1 walI. 2.0¢yaum Not —Ary L9 in. thick UL CI MOypaum III EN is elgELMan uw In Caalpn Nos. Lt(012nI .Nnn SPo In. thick. X ware, appfed vaticeffly not news to too, fing neantp oranyl In.OL with owning ceng coated nwe.1 Wil as long with 1,4 in. Uun lima]. NTnllem Si Flaming Mention ]oraM+IwnvenlpaL Is usM gvwum panelaavnMmlumnp manMaemml no Me eInternal maxmnapecM 121n. m. Wal HIM 7A all Fai Mwencerso, 1. ..In her Awary tl of and, east to tuR'gW aNmg Wr IS whin tin. pq Tyne S NOW lwd m 12,n x I.nye, exons a Nlmg Mme, will tyN In Mg Typo 6 bugloMM elwl of sent 12 In Of Al plMe F 1xe anyale M em with PIMeF be, show. CAC MMVEW RING III Na+cr—CXN%.IIIS4ID CEMTPINTEEOOYPeUM INC v..CIaf _CFN%.IBCEX CCC INC Chris Re,gt �,hoX.yy �8 s CEmaINTEEV Gm VM INCN�'cuancnon—CXNKRIkg 2 C� eLY� Off' GE GM-MCI¢ICOmSUMLLCY mm)—CXNX. 17 C 'V%A9 �5 2R. GVRImG M' —INs An alternate to use 2 Not SMwrO— Am L81n. Gas a It ,us gypsum al that are Arepthe ld use In Design Nos. L501, 0512 or U305, wl by the anm CandAgAS listed below mown In the G mBel (CNNMcategory. Nppllea venlwlly and aNmand to studs and During please wlth 1-t la long Type W ccarw Naead grywm Dust stem spews Wwada men, 8 F. GC, wlth last some 1 In. SW edge of hwnl. I Iw h USG RORAAiDB ALLR LLC USOMEXIGDSADIEOV 2B.g mBanc — (Na an akaretero Sam 2. Not Shown) — AndIn. than a n AN, gyTwDm pel apowd varnami and attanned to elms am Iwany plareawn 1. n."Type W corma named gypsum pi geN xmn gavot Amq BITS. O0, An AM a=mr t In men edge, of lmN. ANBR.."GYRSww TyP..AGx 1,M GM...aGc,IgaRa. CAwTMANUPAONRINOULo—Typex,5IBTylex,TyneI IMUEMUrsl in CERTAINTBBD GYPSUM INC her, c, Type, X, Type, x.t, Fae,iane Type X2 .Pacmac GnSOM L L c — np.. x wn.r Plmm R:.Tyr. x wm.r Rwa.Nw x. snaMnlog T.P.x, salraalp. x Tye x cnmtn,tG,an Bm.e atl.alaR GTp.m PABCG BUILDI NO PRODUCTS L L "Bar PABco GYPSUM — T2we Iu1 T POW hurt, PGI, THAI GYITSUM PRODUCTS Pa — m, c m m. X 2C. GLumnB M' —IAs An Nass Xem2 Wtsnowr0— For UM,dhItem BRonter "in. thbkatl witleg/paan panmappled hT¢mrmNand aX M studs And Lousing Wrm ALL t-V4IN. long glide We methm gusump ll elml acmwa epacal a mug in. OC. win last mtaws t Rand O in. Son edgas M bmtl. Fresh Rerlrq'a 25 min CABOT MMUFC RING UIC— ne Thl X. TONS Bluge® Ebv9ne,eYry TywePG1t,FG5 WFS, WI 20. WFam FNI— µa an altarwe to Item — W W be um wish Nm ] Sr0 F.Il4 A, MM. PW and P Tau lath did m,"m Imi held -7M n. long, 0 W 151n. sh ank Gam and ll dam tw]a, sin. CC. YTONALOYPSUMw SLASMR 2E Qmwmm umI —IPS an ahprete blbnrc 2 through 2%— usual N8 F. NIp51 R Mda pang ....cured as emmiturd In Item 2. ppDON NBCO eNLVBtG PROOUCTSLLq OYPYCO4YPNIN—rypOWPoh ES � Po @�jO'jF SSG . 9 NATIONAL GYPSUM w NMw ceaffidi nal—claNaga d MBCO BUILDING PRODUCTIT L L G, DM P GGYPSUM Ve mzlvl—CNKKA1m< MN EL REY e P CFMxIGI me SIAM GYPSUM INDUMYwauBDR11CO lTDrt+wammn5n—CRNXRtnzez TMI GYPSUM PRODUCTS Pa The, CamAciabsel—LTGtXRZTsn UNIONED STAGES GYPMM she CKIND AT 319 VING BOROL DRYWALL SIG! LLC NwCW hn5n —CNNX PoB138 2R. GVRImG M' —INs An alternate to use 2 Not SMwrO— Am L81n. Gas a It ,us gypsum al that are Arepthe ld use In Design Nos. L501, 0512 or U305, wl by the anm CandAgAS listed below mown In the G mBel (CNNMcategory. Nppllea venlwlly and aNmand to studs and During please wlth 1-t la long Type W ccarw Naead grywm Dust stem spews Wwada men, 8 F. GC, wlth last some 1 In. SW edge of hwnl. I Iw h USG RORAAiDB ALLR LLC USOMEXIGDSADIEOV 2B.g mBanc — (Na an akaretero Sam 2. Not Shown) — AndIn. than a n AN, gyTwDm pel apowd varnami and attanned to elms am Iwany plareawn 1. n."Type W corma named gypsum pi geN xmn gavot Amq BITS. O0, An AM a=mr t In men edge, of lmN. ANBR.."GYRSww TyP..AGx 1,M GM...aGc,IgaRa. CAwTMANUPAONRINOULo—Typex,5IBTylex,TyneI IMUEMUrsl in CERTAINTBBD GYPSUM INC her, c, Type, X, Type, x.t, Fae,iane Type X2 .Pacmac GnSOM L L c — np.. x wn.r Plmm R:.Tyr. x wm.r Rwa.Nw x. snaMnlog T.P.x, salraalp. x Tye x cnmtn,tG,an Bm.e atl.alaR GTp.m PABCG BUILDI NO PRODUCTS L L "Bar PABco GYPSUM — T2we Iu1 T POW hurt, PGI, THAI GYITSUM PRODUCTS Pa — m, c m m. X 2C. GLumnB M' —IAs An Nass Xem2 Wtsnowr0— For UM,dhItem BRonter "in. thbkatl witleg/paan panmappled hT¢mrmNand aX M studs And Lousing Wrm ALL t-V4IN. long glide We methm gusump ll elml acmwa epacal a mug in. OC. win last mtaws t Rand O in. Son edgas M bmtl. Fresh Rerlrq'a 25 min CABOT MMUFC RING UIC— ne Thl X. TONS Bluge® Ebv9ne,eYry TywePG1t,FG5 WFS, WI 20. WFam FNI— µa an altarwe to Item — W W be um wish Nm ] Sr0 F.Il4 A, MM. PW and P Tau lath did m,"m Imi held -7M n. long, 0 W 151n. sh ank Gam and ll dam tw]a, sin. CC. YTONALOYPSUMw SLASMR 2E Qmwmm umI —IPS an ahprete blbnrc 2 through 2%— usual N8 F. NIp51 R Mda pang ....cured as emmiturd In Item 2. ppDON NBCO eNLVBtG PROOUCTSLLq OYPYCO4YPNIN—rypOWPoh ES � Po @�jO'jF SSG . 9 MR. Gryaum Nepal -did; an eXeneb to them 4 -Nm to be use! with Of T. SPo in. Nick, 4 It wkY, I suaecee, erpold veNcelly or howmll INC kmwW to thes, studs and pl� with 1-1 Td in. KKg Tyll W mwae tM1real gyWum penal at wanes aped] Amen ain.cc, wM Iert ttmv tin, hum or Of bial CEMAINTEEG GY MINC -ryq Pln6% 2G. WelleM Pedis, Feaings add AWNsoi-alma ata to Mina 2 Nmgh 29-skohni S9 in, Nick, O N wide pa l amaetl an renbW Fgen 2, PABCO BUILOINO PPOOUCla L L C DBA P4BC0 WMM-rypOWPwk 522. min. OWwanB M'- W an tllenole m Or 2f -ABF. NIM gyyaum paela, with bertletl..scme, or We MI mpliea elNw hobm le or varnin g.. Gyyeum porde Imtema to lmMng whom 1-1/4 F, ON Throw W cm Mtn gypsums ll sad mrawe VMM am MUM 10 In. OL wNM1 ON No Mo acrewa 4 d 1F. flan Ne erlgeoal like MM. When used F MI o Wall 00 in.,g um names ON to bas Wall Xarsmlally. CEmAIMRO OMM IOC- Tell«sCNmrbh 11121 name FW LO &TYP IfisTa P. iyp LGARS ALIiyp studs 21, Bypwm Bbntl'-Los e to On 4-111Inth Ilk dupplill anels, nSWASA salaps tWages. applied either M1on malleo Hically. Gypsm u panes Iaebnee to Imming w1151-1/01n.long Type W ewoe Nmaa gypsum peel steel Samoa VWW W mix 0In.OG, earn Aft screw 11rt mM from edge el b. When umb In wiathscf othert0an JB les., gyMum boards ae M be Installed houonlally. AMEOICM OresUM Go- TONS Able -1(finish rating 25 mm,), M goes (Irish rmAq 25 min), Arne m®n rent 25 mind LrymOw(finish mfing 25 min,) NATIONAL GWSM CO-ryp No ryw FSN.O.ry POW Fill al ryp FSW.6. ryp FSW.O. ry Fal low Frl ryq Pooll type FrWt, TO, FSL 2J.Oryvlm Baal -Wan mlerele tolmm2l-Sr81n.NicxmpsumpeMa, rAM1 MVYW.aguert,wmpeN Mks, eppliW elglerM1tivmltlHorverticmly. Oypwm pvele ImtamtlbfiamnOMN t -1/d F, bnOTyye W cmae Nand e� acrervespazetl emu0 F.OL MNtlle leelaaew 1 F. ficin etlgeolbm6NMn leetl InwvXM1a dhw Nan COles., g/pamb-TdetobeiX"T AINearlly INC — Taw n rrw x w Tap. x -I minty was z6 ma. Fal-uN iame x mmm Wrg zd ma. Fal -Ma iap. x -g rrw MwG of asaXm a GInNa smmX1M manmulre2a ON 3. dame dna F.ammr x.Am- Mm31wn) -Ovwum bmMldmamverea suites mwme ioim compcAne. FmMllaheem maaza MNio1m mmpmna. 4 B and Bbnka6•-MI. RporgM¢PCNIn¢uWa 31 R To INek, pleasure t to 1111 wall cavities mtwaan flW¢ and plates, MF.NaIgper Inwhlbn to E¢ UmWWJ and to a mindvyM3 pal. GNfiWln¢uWbtobfce aluminum loll ArkoF poi to appeamb denstrN0nt ptllmin P 13 thrall Iw+ml fioglaw No BI eN BMMM•IBNNN GaineyIn tM Baulq vaaret D'm No MNones elasitarlailxl Cclagory In the Flre NAwwl Olmday Is names ofCMMbf 4A Fill Smavel- Aa an ahemae to gtla and PL mem 41- Sprey applied connote rkW 1. no fiber Is apwlel with waefirto My fill Nae ll erodein accomenawM Neapplbaom Intlnwtiaasupped with the produclwIN a nominal dryeaaly m2➢ With ANerntloRNI n Method mefIberIs Vog nm dry Winery Of ASM, F amemance wen the epplic¢Ibn intoe ng Ww,g with Na po] "GPENFlGEB LLC-INSi atl lwewa WaINam t w by gptralon.IM55f fel III M. M32rod Ilial N@TS51D, and IW7T Nom IS wads dry Nocamw add neo Sprryel - AS W ehanale to Item 4 and dA - 6prey al led cel lulcee nn6rH. The Older Is apodal with water to mlryFlery fill the awlmal cavay In dee o,g n menfil massed with the plead Farm mm A "nary m 4AB I"o. 40. Fibep Sprvwa• - As en alternate m 8e he aNl Bankes mem Q - Epmy eppEetl ceNuI fi ded The fibers dugs] with wale to mmgeMy 011 the aplosad MCI In �ce with Ne applmtbn meWmlone wppkea wNI Ne p W. The mlamumtlry W1ti shot 1 be 0 W IWMr. 4D. FL. SprryaB- As an tllmms to Bettl eM eMke mean 41- Some applied Nominal m'amal fiber maternal. The finer is applied wiN ee nasi doa mini mum tMtily a 4,0 pd. to COWMely 1111 the a ll oevlly In dohi as n ltheeppllce0om nlneuolls smpl had won the pmdue. See Fl her Opmyee ficol S. Wootl 3bla:NlPanty BIeMl"-aMln 7/10 in. the, 4 h wiaeweetl eoucWnl p le, mikes grew "GO' a'BMlhingl IreMked aMlonp aimtt of shM (tcth ells) alece peen a plywbM pamlbl with or p ndiculer b Studs, V IcalolM¢c Wes one e. Haa p bxkeaw 2 Cy 4 in. mod Smoking. AImcM]toa t on oxleta¢Iae of wall MN ad caned creetaidbw MIN, MawdB In. oG at What of eagle and 121n, M al Intense . /pt„ � v a.rel mod Few Bbaa•- AS an umreta to Item S- Min I Me, Ng 4 h wFa sh anFO i,¢u er Wdude. verdceIII 6ln. s Aad V olnts 6La]whn mm2 g41n.woca blwluy. AaalreeloaWaaan mtenaaeemwal wnn l-1pF. 1sn9Pba11mw6ng naespecm OC pined Ana t 2 in.OB aag Imeda esus. Aa m cptim a wuur reradre mmv mry be mplree wren w minty ane Fm a®ea. 5. Sooner meal -ml mmmml a eaa lnceplenn restructure. a w . g. mmm bapplied a',olin ¢ plled ever m shummug: P. Ynyl9anOl all Pln4c'-Compared Me VM! ending Mvae a Ode speed man d 20 or kat see Mak ed PMm (man usages n to Males Nacos, plremers for names of memaNmhom B. Pal Boom Siding - XartlbarE aatwbr NObg¢Includles paXamM pend a Ly dYead, C. Wade enormous Pand m aaSiding -FPR hoped Extent paws], Cain or meal pries ,in valarmg, am amemnd ww] cm, par PS 1 or PPF aramam PNP -108, Ipoolmeal rough sal meal mealy wal mul spread and Ip hung D. CennaBlbea Sm m-POMana speed 0, smmnm stores ayneae wen¢ahJumng meal Iron a achene base owl. Thlgkrages fir=m M 10 La no signal M Sol EBrkk meal -Mw type on rod o n. wipe Pack veneer. NTen dock veneerl¢meal gre learg's appicess wen aywae an smash mons gone mesodermal wlln proposed prey wall has 0=1hr l war smalMy to dame stoma son Sinal per panties massed nal mm man win path cw¢e W and mim,We. 0C F. hymn Ire el and Finish Sersym(EIM - Nan 1 1 FmmM PW &,n6,Wen meal the UL Caraianeise Meritil amaorat over OhMerp and moved with wining sorel or Parlend award ¢ metMb duan symmom.'0 eooaMoe she manufacture's Iromctuna See Poe PIMtic Cor and CCYWJ eausesones to, names or Otani camera. G.Monte - Numlmm or peel ming deal over she hN to among, N. Fiba-Carenl Bland- Ramos, ear srtyur a,dome Irtluming Smooth em peryrwm pert or lap pJng I. Wall and PeNMn records add tteuabE'-trona v5neer is malar sheen to alio, wench coal and assay moment pante applied to seeming, larra In porest wltMM1e manWaoWre¢ IMoll Iner firmsam meering the repulremeM¢ Mhead crape at a em. EI RMO SONE OPMI SLLC-Tyne FbnW Stine J. Cwantltlau¢Rocks, alb- 1 a F. cr Se In, Mn. M In wide: Among panel or nWmWly We sense home cMrertd case LUM Fafleras to muds and normarn wen cament beak¢amass M Qd "O bngln to perhaps stud by a minimum ONIn.,¢pos=eda max of 8 In, CO. NMianL by¢ need M of sacked by hamag. When CemMll Sol Units am deal the plop a Vessel path museum on aunar ass CemMmar III Cots our use as%answer to plena fimpaimad, esseems me ease, mulls peal Mae. manbecNM N , the adds or Portend Owand or mends¢tops, xF1gNLL uwP6V M co - rype PeneMm W BulakgM -Rs he aMM.m Fpna Faring"inB- IrrauYW madIsle 12 mroulT<£In, wee AVOW mar small through meal ap to Gua or mon sr wpm No to las head dal -imply Whose Ieaalm at eon pe In the mnLwd lip mmeunits and Valued G accamnce wlrn the stewed manage uxoarvw INSUulm Puu¢a INC - pea 2m, me. a[C, one u Ns game, 2 through Blit. darkness; Call H. 2 though alit. nuns palm mspowe 2moerr oe l doge, 2 and a in, named plows. ]. SRN Foaming Mwall- IOeunal, Net Named) -Forms; Gens, end Cash Fends slowdown ands, bad Mw. a. Formed Channels - Formed of No. 25 MSO gals Med. 2 -&]Sin. or 23L32 in. was, by 7M In. dsep added! 20In. 0C paprc@ular to supe Charred¢ assume to pool as retell in Item b E as M stations chs is am areeap{aJ BIn. and ed hgNher Me a ds strand d Na 18 SWG gas TW we nae n end of salsa. Pe an ahemale, end¢olampnag aMlnaYmq oovamapga] o In end Molts IaMIMwXM1 rwa Mlliyplrg MhaMng sew, ms, ]/18 an Ions at the mimpolnr of the sense. With onescmv on Mas, XargeollheoWnel.GyM EmdellxhM bNMngchannl¢MdmHW In lteal prang demands them ]N m sea. Glp¢ maned and in. Cl and mrd to sees with No. B n 2-1rz in, mw gmmme. Furans serge m MaIre ctionfid olma Fal clip our or math 4 n. MM III (2 216 neap char II .]51 dip for ue pan 2- ne mer prong dwel FAC iWERw OMLLLC-one, Incl Fact¢CN ]A. Weep Framing Mem0.va'-Cooper Not aawm. As m N to Items- Funning nnmasls am Sion Fmmre Meshes as managed tol mpg Chanes -FotmM of No. 25 MSC gas SRM. enema 24 In CC psoenalMlp m maps. Canna assume he num M mail Im Item n Elsa mpnie Names are ramlepped 6 m and ins mal with math mind of Na 18 aWG gahnMl wpm nm Mnl end a helps. room myon as meal he aW`lm to taming deal M Comprising in Nen 2. b. Mad Framing Menps' -lkm m arch fel demands farm Cash Wpm slide ad ends, CIIMassured GB in. CC., and Www m does Mm SOW 8x 2.121n. dtersamrymeL xlawa.aadaaghlMhde Gexn shd W\hnd GlP FumngchenralSem MdlonfladYmocllp. NiI S N06E CCNLNCL INC -Typ Impose ]B. Bea Frames Members' - (OebnL. Not Some, As an storage to tum ])- among Wanda art BN FmnLg Mem[we a¢dwmBm Mew a Fuming Channels - Forma of No 25 MW gain meal 2.V8a mime brihein. game spasm 24 in. OC PoFeral to Gula Channel mlt� ningc6.errolama.neppM B In and Mamgwna,athmnbla GreMaw. r BSWO somal, wim ,t°s^b aaMalmmme trainself-esteem71160nn ong amlreal n. mm MwaeehasNep6 in ana.al lT emica 11 an to miammelthe mmanae, with om.mawen.mldang.dtl.rnenwl. gnprm pram al nmmmarng nlmn.Nase®im.emli.n z. hose with rots on hand dromme �ner 9 ac `��ng DN`5; b. all Framing Ma W—Usemtl mmretl nNmem measures, Clips shall a0 an. OC. MIerya maumni to amu with No. Fix 1nRin, mus rough fire me, huminPomng Nunes are IIIMmtllMo mica wen IND -- repo oma Cap 7C.8 FMNN MU '—(CpticM. NO Shoxn. Am en efieoele to Man ]1—Fuming the is orifi St" Forming Ma M As tlamailai babes: in FUMng Ga —Farmed of No. 25 Miss WIV ams. Sumad 24 In. CC perp FcuW to study Che le mcum to Suds an tlemiM1al in Mm b. Ends of Wmdrq the ovnlgd*J5 in. eM tied taHgn wish tlwtk anon o1 No. 18 AWG gOrWe a rentaossarum bmEatlecKd b tuning the l, do tlambed fn Item 2. b FnmIMM W—Worm er headed coal all dead m Maps. Clips spece048 In, Cl all moved W AWs wNr 2 in, remiss Morvanl screw with I In name mater to Jr flu center hada. Fmring shal le Am Mglon Fmeal lI clma BNCMO Wrt01MC 8v8r — PESIur011M 5mmIwuvn 011as-i Adewl 70.—ouplbnd, NO shown, As ar aMmmge m mon 71— Furring donors and 8 l Eynmg Mpnban as daymbal meld,'. a Fuming Channels - Formed His 5 M03 gel, Nom Spaced 24 in, CC puuend drum 0=IN Channels a vm els eato muds deM in Item 7On. ma udlolnngchannelso aWp 6n. dtlalmgaltvwadmU,,b,dWNu 18AWGgM a wln.GWp mho tlladedmusingthumbu bl arced Famine McmAem'— Used me fix IN cMneb Qum 2MJ Is studs Chips sNAxd 48 in. OC. And selto sees wM Nes 8 x 2-1/2 In cue allll screw thei n pe center me. Fuming cnanreas are friction Ned lI dial RWUPOL AMERICA - Tem, Consul 7E. SI Framing Menta W —(Option. NO Shyl An an alternate Ed Man j— M lWnt changes and Staid Financing mutual as dewltad babes'. I MMIIMN Mm —Formed M No, 25 All ply stral ywsM 24In, CC, and aT¢ndkulu to MWs,CannMs would to Finds as described In Mmm An End d adPlnly char is walyped6 an add wouiI pe c¢ rest Mc No 815 x 1 c In. PnIIIa MWM Try scmva spaced Al a in M1en Am cuter At the mart Gypsum hwp shal d m rmllam rnnrel¢ as essential In such 2. b. SAN Faamfy Mm W— 1kM to At viae dannM(11em TER to sora. Cape apacW 48 1,, CC. don sauM to sora mtlr No. 8 x 2-12 in. comae all Andow muOM1 tre center one. All Channels M ferns]toNew wfiM1 ore Na. 10 x 12 in monarch x119fIlirq scma. MRNE WIMIMPRODUCTS cO MO—Foye PG Amaro Cap 7F SMI Menng MamGn'—y0pMaal. NO Shown. As an ellsroN to gem]) — Furore Che 16e Sud rmmlre Man Wen m dammed Ni e FUM1Ig cManeb— Formad W No. 25 MSG ym dad. 2-2392 In. wide byEdIN. or1-12In. duals. aaomp124 in. OC aagndsollar to stwb. Clanmaki ed to ONE ea deaaiGG in Mm n Edge of aranina Manrtla sre ovedapped 5 In. ed tied center witic doubles Of No. 18 days ply dNM she Nor each ed M Drams. As an Wasmse.nae W e1jMnMamaned¢ No IN meMppab 6 an aM eacuad Cuter migh two edfYg V M M M screws. man. 7n8 in. Wgn the mldaM of the cvedap wall one spew on u]r MangeaIN cane. I}p¢um Added aXeMad to furring cl nm At mw In Mod 2. b WM Fmmbq Wmben'— Used m Imam may moues down noonmsuede. rose wcm nMrmmaBfn. W. Gips a® to slWe what No. a, 2-112m. comae drywa0 a„aw turn brim teyadmnrt.Fuming chuuelaam mdlnn rated and rola 8, Nod-I—(Cuter—NO nnnin12 by 41n. Stud M"nM2br an All added together Mtw M10 3ln.long l Ed none agecede Be01 Me oelly eM fesnened bone side of that MINMM 2 by 411 Stud wed 3 in. mad l IN Falb spnetl ertm n.00. wi ally. l Armenian comeon paniticn stood tons W N Olsen Ann has 2by4 to Mom. Tre OR admon wW abxb M m ed lured by wdn a soccM 2 byein woodd won 3 l n, long l Ed nand med O. naa man181n.0vedkMaximum as My. Munest dd ndMg worn Mllin nMcecMn WuNW seedy. NanLnM1rg well reach amene p depth shell be at a minim, in equal to the depth N the bearing all * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. ILutU gm2020-10-m he Montedison, Of a �� was A aaatal had dmAMm were art in And ULs Fdl0w up same. . On" we pare bun frelx Maxarmld bemrmo-ie0ln recanted and mmaaluaabu Fal�iw myuswlda umnslnnxw,fr.Mennnn�repmwau uLommmtreremcennlnatremNaw=ole.l..al„rn.C„Ilr,acNmmwmn uenoryman mmalfwlcwlreNnalma'.1.mNG.d.rmo-mwpn aaNaulwN.cwmr<wne Mengna 6mbmA nmo- camnddwa MN mw n Pr...mw i.1wl,.remn as m a ren-mlMMlne ^`wear mnwrt am maNamnln a tre are w. aawlneM.2.7M MMNmmmManwd no -n mal -rimeUMMknNMSN=WvwenaNr,amwrrrum ut midnam, araremmmalmb.nmmale.l.L,aeieso., malmanus mawm.tnose.NaNmm mlm InriafuaMmlo-mm -0 man UL iia lpassage "I ow POTTORFF® SERIESCingda u to 3 hour ceilinq damper installation instructions Installation / tiL vwevraT�� er+smre ben dog Rax-dw r, IF F B `G 9l G Installation 3 Installation 4 A. The telling damper shall be allched M a minimum 22 gauge (0.85) steel sleeve /dud drop by welding, or with rivets, or with k10 (M5) sheet metal screws, or with quick lock, or belted with 1/4" (6) - 20 Wife at 6- (152) o.c. maximum. A minimum of two connections per side, caueon must be taken to ensure that the fasteners do act Interfere with Me closing of the damper blades. Steel duct drop Is not required when flexible dud is utilized in conjunction with a square -to -round transition. Damper requires no additional fire protective material on sleeve when the damper center line Is nor more than 3- (76) above rated coiling. B. Gelling penetration should be located within ceiling tiles or panels without necessitating cuts In the ceiling suspension main runners or cross tees. If required. a maximum of one runner or cross tea may be cut M enable proper damper location and Installation. Each cut end shall be supported by a minimum 12 swg (2.7) venial hanger wire. C. Sleave termination shell be a minimum 3140 (19) flange, 5/8" (16) plaster ground, or 'raw'. 'Raw' termination requires a steel diffuser with minimum 1- (25) flange to be attached M the damper using 08 (M4 ) sheet metal screws. 3/16' (5) rivets, welds or bolls at 6" (152) o.c. maximum - minimum of 2 connections per side -. D. Damper hanger shall be minimum 1' x 2' x 22 gauge (25 x 51 x 0.85) sleet, 1 each side minlmum. Hanger tabs shall be attached to structural ceiling support with a minimum 12 swg (2.7) wire. E. Support tlud work Arm M'O 1-1/2" n 1/2- z 1e gauge (tie x 13 n t.e) Steel cM1enrhsht positions the support channels at ate bottom of the duct adjacent to both sides of the duct drop and a8ach to structural ceiling support with a minimum 12 awg (2.7) wire. F. T -Bar ceiling grid must be supported on the four comers surrounding Me damper by minimum 12 2.7) wire. UnIIA G. Supplemental ceramic refractory thermal blanket 1/10" (2.5) Mick x 8 l density (126 kg/n ,e•''" •"b e ceiling opening Is larger Men nominal damper size. The blanket shall be out so that It p r the dill user or outlet box up to the Dose of the fire damper frame. no4: All 41mert9otuskc ® C 3ELLO, CA 90cho �Idng ONso Iwo a POTTORFF® v" re e' pe fire damper installation Instructions Figure 1 Figure 2 Concrete Partition Stud Partition A. Concrete or masonry fire pension shown in figure 1. Wood or steel stud fire penillon shown In figure 2 See Wood Stud andii Sleel Stud Fleming for Fire Dampers In Der vedual Installation (18111115 ryryTwwall stupor Cavity Shaltwall Partitions Su plememel InstalIadn Instruallons for of 1' (a )larger than the damper deeveNramgeBguare or round Damper must co Installed with hall N a ding edgefof � elad9Bad made within Me pennon. B. The connecting duct shall not be continuous, and shall teammate at the sleevadrame using one or more of commonly used break away style connedions. Refer to Sleeve Termnation Supplemental Installation Instructions for further details. Damper sleeve shall not extend mme than a' (152) beyond the rated partition unless an amass door is installed in the sleeve which than permits Me extension to co e maximum Of 16' 140s1 Ct. The holding plate mounting groove of damper sleeve must be flush with well. Seat into the mounting groove. Then place guide plate (see figures 3 S 4) around Me Opp forward until it touches partition. Secure bold plates with joiner clips (see figure 5) u (Ms) sheet metal screws, bons or welds per joiner clip. A minimum of 3 clip W910S g usually around the damper and fastened to Me damper sleeve an the guile plate as the guide plate. Fasteners shell be X10 (M) s "S, Dmfs, 1/8' O rivets or "Ids. C2. The holding plate mounting groove must be dish with wall. Seal the holding nli Its with 910(M) screws. Omis OF Im lel miss" W. As a further option for round openings either or both plates may be replaced by 1-10 x 1-1Y' x 20 go le x m x 1) aminimum minimum angle 3lastrierre us ng 10 (MSI sheatshall W metalto hmrews damper Wits, Ifi' (a1 diameter slefori not the thiels, or ullitim. at a- wa dsOn �nler maximum with Horizontal installation of the clamper in a concrete floor is the same as above except the holding plate must be Installed OFF the top aide of the floor opening. D. Cin mon-imegml sloseve Wits, when fastening the damper M me Interne, the damper shall be fastened with YIW (4.e) diemadw steel !Nets. GuicMLock joints, welds or No. to (m) Wits or sb9et mesal screw4 at e" prof O.C. maximum. A mnlmum of ler connections per assembly. Model -VF0.15N For Use in Static Systems. 'BI,eoengya 1-U2 Hour Rated. Ventral or Horizontal morning. Note: a"+ Galvanized contraction. AN dimensions Mown in ( I, Maximum damper single section size is: 020' (IC). 7M p; Mor 55 also rimed by ` 1:114 Minimum damper size is: 06' pmq. 6 c POTTORFFe FIRIS YAMp£(Z. 4!.2 installation instructions The following installation details apply to model VFI MSR Figure M Concrete Partition Figure 2 Stud Partition Nob: Verticel hesitation Mown. HorizmW Insu latlon similar. A. ConcrM or masonry, fire paNtlon singer In figure 1. Wrod or steel stud Bre panties allows in figure 2. see Wood and anNor Bteel Stud Framing ter Fire Compere In orywall and/or CAvfty SMflwell paragons Supplemented Installation Inignad one IabMervaekel in51e1191iMEelella.The aquere or round opening aNll be a minimum W v. (6) WN a maximum 0311 (19) larger, M baa than 6' p52) Ne moun0g etglW must be a minimum of 16 gauge (1.5) and dust be All enough W overlap Ne Cpen'Ing by a mimmum W t' (ran. Damper mug W instilled wen legend edge W cbsM Uwe Wtbin the piston. B. The mnreGing dud shall nil be continuous, and gull terminate at has NeevaRnme using are or more of commonly uses break away aye oonnea tions. hand p b on unless Supgemensta nalain M IperewwrebrhnM1emnits M. Damper nWve a maximum an door Installed which extension be of Is- down, Cl. Diameter 5 a Fundy Ne same diddle as In C1 exUd Ne guide plate and noting mud be allached to the damper shave wM dip angles spaced a mardinurn o1 8' O.C. and Ne dip urges mug be staggarad on egMr We of tip partition. The guide plats ties not ham to M added A the riled mention. DUmMer, ar es. 512' Follow Me ume details s in C1 except the guirde plate and bolding mud be granted! to to dempar sinner win up Mgls spaced a m of J' OL. and the dip anode must ba staggered on enter side d 1M paNtion. The guide Mate does not he" b ba atpered m me rated pension. C2. As a NtMar ogon for round Wrongs Nther or Inn wabs Ivey to replaced try 1 'h' , Vie x 20 GA. he, 38 x 1) minimum alrele rings. The nig Mal bB fastened b Phe damper slaw and M Me paNtlon M 6(3) on Under metlnim Net a minimum M S (asternia usage roto (MM Mood mMel scrw:s, belts, masonry anchors. 1P (3) diameter rivals of wars. mn nommntal ingumplm of the camper Ina wnaTe IiI in, mmiN find rmng be Imulled on the by GM d she amr aPomng. D. On noninley9 doe" units, when fasting the damper to the skive, the damper ship be hatened with VI Koh diameter sten mete. Oulckiock pinta, made, Na 10 (Mg hosts or share mind spews at b' 03) O.C. rtaNmum. A minimum stere Unnemons per assembly MMS: Annular apeU bawsn damper 111 end well opening shell not be filled! win treetop mabgieb III as IN, rots or fatty mater'MI6. Undelwner's Landreprbe file #R1176T The pWua Is aloe listed by CSFM 910 "260368:114 For vertical and horizons aplliu OM �aoapmsrrIn ctdULEJ^^ LAA IMweaEon k subject to Ma'ryN aNM p4 or Wgatlal, NOW; OMansons In pea POTTORF 510181m Mend Road FodwO ., MIM `/M�g -POO POTTORFFO Fix& OAT4 PlE, z of Z installation instructions The following installation details apply to Glodel VFtYdOR LASSPIFIE Lion y GUIDEPLATE =FEED i ' DP=OM1PER DIA92'01 mass RUNNER 9 + DESCRIPTION HOLDING A- VFD15R Fire Cempa. B- Hd]Rp Rale. M 9A(1) ends. C - Guide Rate, 20 ga. DI andel. D - fairer Clip, 20 ga. U), sees ryyioel both P E - Steel or Wood Stud. F - Steel or Woad Runner. G -%10 (MS) ShAd Msal Straw. H -'A' (3) Cie. Slee) Pop RIM or 010 (M5µ' WIDE GIapLA FOR WIDE PLATE D2. DAMPER W MR WIpLCINLDING PLME Fig" 3 appears Openings Guide Plate & Raiding Plane Gould CONCRETE OR MASONRY TE __USING CWGMFER FASTEM i NER _XEEYE Fete Farallon 8 donates a Debll D1. DAMPER ON. FOR Lion y GUIDEPLATE w'lN ' DP=OM1PER DIA92'01 ml RUNNER DIN FOR IKKO PLA4E + HOLDING GUIDE Rai as RAM PLATE Round Openings Guide Rete & J Hoping Plate FASTENER Detail Figure 5 Miner pip SLEEVE 20 GA. (1) Get. Steel Underefiar'a Lebwebda fte 11R112S1. TM product Is auto listed by CSFM FAe Y 32350989:114 mimatirn a sWyd to Susan xXewn nose w W{JSOen. 5101 a ue IMvd R i Fwd WDM, Tws M1o8 'Nods: Hxvod, ops r :Oban f 4 ..Pell C°. STEEL CR WOOD, RUNNER HOLDING GUIDE _ RAM PLATE CLIPAIMOM E FASTENER DAMPER SLEEVE III Figure) Person Stud Deneil Underefiar'a Lebwebda fte 11R112S1. TM product Is auto listed by CSFM FAe Y 32350989:114 mimatirn a sWyd to Susan xXewn nose w W{JSOen. 5101 a ue IMvd R i Fwd WDM, Tws M1o8 'Nods: Hxvod, ops r :Oban f 4 ..Pell C°. I ® RADfA�a�' up to 3 hour—ceiling radiation damper PO%TORFF ZI"P,E(IZ lap2 installation instructions The following installation details apply to models Clal CF0.15LP, CFB-'I58, CFo-153B and Cli Installation 1 nose w�a [tomo m�1�1 tlGW p— _ 7)1. Installation 2 A -Duct F,� �al B� lI -C Installation B or are Dack4o-b F. one of Ne Dlatles will have a Installation 4 Iwom one swel is Ape Dal model 0111`a210 order they Ne blade) b the hA upright pavilion. Slip Ne Nside link, on the back W the blade, onto the con of the Has link nobler Sued Guff coup Is nm required when flexible duct is uufized In can(uncunn ash a square-mmAnq barna) Damper requires no fill fire prelective material on sieave when the damper writer line is no more than a' (76) neve raced failing. S ceiling penetration would for located whin wiling Has or panels without necessitating pets In The wiling euswnsim main runner; or aIf required. a minimal of orunner p crw tea may M cut to erode proper damper hempen and Installation. E cut and mss lees. re all be appeared by a minimum 12 was (2 7) writer wire. C. Sleeve termini[ on shall be a minimum'): (18) flange. W (1a) plaster ground, or 'raw'. 'Fill termination recall a steal dMuser with minimum 1- (25) flange to be attached a Ne damper Among NImp shorte metal werws.'Id 15) duelswelds or bills at a' (i el iii Men - mum - mAr e -mum-mAr en of 2 connections per side -. D. Damper hanger back shall be minimum P x Y x 22 gauge (25 x 51 a Oa ll steel, 1 each side minimum. 2 sides minorum. Hanger tabs ahall to attached W sWdural ceiling Wall with a minimum 12 swit (27) Who. E. SupMd dud work with Dan 1'/f x'l,'x t6 gauW (Y x O x 1.9) Heel tl ands. Pwitons Me supper) chanmis al Ne worm of Ne dun eepwnt le ails eitlee of MB duat amp end abi to aWMw10111119 auppee WIM a minimum 12 019 27) wire. F THar ceiling and must De supported w Ne per carren wrwnding the dampar Dy minimum 12 swit o7)WAS. G. Supplemental mramic ref wort', Hamel danket'Ie (25) mica x a ID density (128 amen for use whore telling opining is larger Nan norm nal damper site. The Henkel shall be out m NH it prdedk no back H Me diffuser. or oven Wn up W IM Dew of to fire damper frame. th dervrtlter's Labonbrbs File s at"08. ° �e 1M product is also listed by Cars File R 3226-0066:1M o r Wamwk Honey File a WHIJ9aPSH-091,4116 Inlmretian is Wpout to kNrga when notice or wail taalE: dm+neims F so aV'AR�Ai40C ireun. P077IMPFO stgl Nm Mwnd aped, r fto h. Tekw 18106 n9 �` .corn POTTORFF®' ^''"^' Wood truss with gypboard ceiling radiation damper j�A^'{PGR. Z aF Z, installation instructions The following installation details apply to models ClIgi CFD -151-12i, CFD -7511i CFD -7388 and CFD -20 l a, lease 1 1. ....7 e Damper with Extended Slee" C�Fd�Ue wernock Henry Listed WH1495PS1141"idi 0 ITEM: DESCRIPTION I Foca lmr GonahuNon g Wood! Framing Member or Jost 3 'N Gypsum Wallboard! d Damper 5 one (fiteN or Aluminum) 6 do Penny Nell or M6 SCrew (Min. 'h' lag) 7 1','l."'N Gauge Gats Mcul Mde 0 NB Tek asset (Min.'li king) g Off. steel Rhret a anew Nob: Um of RC crescent Moot abown) is optloml. 7s z—z Top Yew of Rectangular Damper Top View of Round Damper spectrum Mos cao.l6 qpe damper, mode Ci III A Measure me actual species between Me wood naming members and out Ne mounting angle to Met length plus six Inches. Two mounting angles are required. Fold up approximately three Inches at W at boom ends time mounting angle and call it to Me waN frame WN minimum V Ma each Ng penny nails a is screws. B. The damper is attached to Me mounting angle by sheet meds screws formed at two incise from the end of Me damper A minimum of Nor xmxfi par angle Is requ red for reUergular dampen. A minimum of one affair per angle is require] kir round dampers. C. On the sides oppo rte the retaining angles, a Mree Irch We mounting al is required. A minimum of Mo screws pa angle 15 required Bottom leg of mounting angle should rest on Ne telling prepare. 4e Inti ohs sell POTTDNFFe 5fofeWMmWM ,FWWw ,T7610 NOTE: decimal In Plawr Mh From: aecmlke@aol.com, To: vmedina@costawestconstruction.com, Subject: Post for Montessori Wheat Ridge Date: Wed, Aug 11, 202110:58 am Attachments: Post for Montessori Wheat Ridge.pdf (842K) Vernon, As discussed on the phone today, the existing post at the bathroom which supports the ridge beam may be replaced with a solid 4 X 6 wood. post. Attach the top of the post to the ridge beam with a Simpson PC6Z or EPC6Z post cap. See attachment for post cap details. Let me know if you have any questions. Mike Schneider 303-814-2303 oil From: aecmike@aol.com, To: vmedina@costawestconstruction.com, Cc: echter@msn.com, Subject: Re: Montessod Post Date. Fri, Sep 17, 2021 10:37 am Hi Vernon, As we discussed during yesterday's site visit here are the recommendations for the bathroom post which supports the ridge beam. It is my understanding that the existing 4 X 6 post extends thru the floor and bears directly on top of an existing steel beam. To provide additional bearing under the 4-2 X 8 post which was cut at the bathroom ceiling, 2- X 4's should be attached to the north face of the 4 X 6 post. The 2 X 4's must be tight to the bottom of the 4-2 X 8's and extend to the bathroom floor sheathing. The first 2 X 4 should be attached to the post with 2 rows of #6 X 3 inch long wood screws at 8" o.c. (staggered). The second 2 X 4 should be attached to the first 2 X 4 with the same screw pattern and staggered to avoid the first screws by a minimum of 2". For lateral and uplift resistance, provide a Simpson 1212HT strap with 5/8" diameter by 3" long lag screws (6 total). Please contact me if you have any questions about these recommendations. Mike Schneider Advanced Engineering Concepts, Inc. 303-814-2368 y�e ...... � f cF�y�, � Z cr ; 14360 �p l ADVANCED ENGINEERING CONCEPTS INC. 384 Park Court Castle Rock, CO 80109-1500 September 20, 2021 Costa West Construction, LLC Attention: Vernon Medina Subject: Bathroom Post- Structural Modifications Highlands Montessori 6101 West 381h Avenue Wheat Ridge, Colorado Advanced Engineering Concepts, Inc. Job No. 21-045 To Whom It May Concern: (303) 814-2308 FAX (303) 814-2317 Michael L. Schneider, P.E. of Advanced Engineering Concepts, Inc. visited the subject site on September 16, 2021, to observe the upper-level bathroom post which supports the ridge beam over the east portion of the building. Refer to the attached e-mails from Advanced Engineering Concepts, Inc., dated August 11, 2021, and September 17, 2021, for the recommended post modifications. Based on observations and digital photos received on September 20, 2021, the post modifications are structurally acceptable and in conformance with the recommendations provided. If there are any questions on the above recommendations or if further assistance is required, please call. �oRRj?0 .LICFv . ADVANCED ENGINEERING CONCEPTS, INC. so61 ,•ie' R'f �O e 14360 } Michael L. 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CAAAA 11603 Teller Street, Suite A Broomfield, CO 80020 1-800-627-2366 or local 303-444-5253 info@rdsenvironmental.com www.rdsenvironmental.com •O c 12/7/2020 CAA c c Dear Emily, Per your request, an asbestos inspection was conducted at the above referenced property by certified asbestos inspector Mr. Joseph Lugo to evaluate suspect asbestos containing materials. The suspect material was sampled and show not to contain asbestos as follows: Visual Observations: The inspector was asked to sample materials that may be involved in an upcoming renovation. No renovation work had begun at the time of inspection. Sampling: FHA Sample Material Location Results Quantity Type F/NF Condition/ J r Assessment 1 SSA1 Texture Garage wall (see All layers- ND 800 SF S F Damaged photos) 1 SSA2 Texture Garage wall (see All layers- ND 800 SF S F Damaged photos) 1 SSA3 Texture Garage wall (see All layers- ND 800 SF S F Damaged photos) 2 MMA1 Drywall/Joint Garage wall (see All layers- ND 800 SF M F Damaged Compound photos) 2 MMA2 Drywall/Joint Garage wall (see All layers- ND 800 SF M F Damaged Compound photos) 3 SA1 Texture Interior walls on the All layers- ND 4450 SF S F Damaged 1st floor and 2F walls and ceiling 3 SA2 Texture Interior walls on the All layers- ND 4450 SF S F Damaged 1" floor and 2F walls and ceiling 3 SA3 Texture Interior walls on the All layers- ND 4450 SF S F Damaged 15t floor and 2F walls and ceiling 3 SA4 Texture Interior walls on the All layers- ND 4450 SF S F Damaged 1st floor and 2F walls and ceiling 3 SA5 Texture Interior walls on the All layers- ND 4450 SF S F Damaged 15t floor and 2F walls and ceiling 4 MA1 Drywall/joint Interior walls on the All layers- ND 4450 SF M F Damaged- amagedCompound Compound 15t floor and 2F walls and ceiling 4 MA2 Drywall/joint Interior walls on the All layers- ND 4450 SF M F Damaged Abbott qs <1%= less than 1% or trace amounts. Compound V floor and 2F walls Chry= Chrysotile CAJAA TYPE T= Thermal system insulator (TSI) Z/aging 1_ S= Surfacing and ceiling M= Miscellaneous 5 MB1 Ceiling the 1st Floor ceiling All layers- ND 1800 SF M F Damaged 5 M132 Ceiling tile 1" Floor ceiling All layers- ND 1800 SF M F Damaged 6 MC1 Carpet/Mastic V floor and second All layers- ND 3600 SF M F Good floor 6 MC2 Carpet/Mastic 11` floor and second All layers- ND 3600 SF M F Good floor KEY HA=Homogenous Area SF=Square feet, ND=Non detect, F= Friable, NF=non friable Abbott qs <1%= less than 1% or trace amounts. � o CA= Composite analysis Chry= Chrysotile CAJAA TYPE T= Thermal system insulator (TSI) Z/aging 1_ S= Surfacing M= Miscellaneous *Sampling in this report was collected in a manner sufficient to determine whether material is ACM or not ACM, a certified Inspector collected bulk samples from each homogeneous area of friable/non- friable miscellaneous material that is not assumed to be ACM Friable is defined as any material that can be pulverized or reduced to powder with normal hand pressure. Non -friable is defined as any material which when dry cannot be pulverized or reduced to powder with normal hand pressure. "Assessment classification reference below: 1) IV.F.2.a. Damaged or significantly damaged thermal system insulation ACM. 2) IV.F.2.b. Damaged friable surfacing ACM. 3) IV.F.2.c. Significantly damaged friable surfacing ACM. 4) IV.F.2.d. Damaged or significantly damaged friable miscellaneous ACM. 5) IV.F.2.e. ACBM with potential for damage. 6) IV.F.21 ACBM with potential for significant damage. 7) IV.F.2.G. Any remaining friable ACBM or suspect friable ACBM. Response action: Please be advised that there are no state or federal laws that require the removal of asbestos -containing materials from residential dwellings not undergoing renovation or demolition. The following response action was formulated by applying the guidelines of the EPA's Asbestos Hazard Emergency Response Act (AHERA), which regulates the handling of asbestos -containing materials in schools. The samples taken were representative of the suspect material. RDS, Inc. does not make any guaranties or assume any liabilities regarding asbestos content in areas other than where samples were taken. We appreciate the opportunity to perform this inspection for you. If you have any questions or if I can be of further assistance, please call. Sincerely, Asbestos buildinq inspector EPA -Certified Asbestos Inspector -25070 / e Abbott gsso cd�Ds.,.., i •O ing c s Abbott As Ura`\0 �d0� f CAA O G;�a�ng c T• Vr` CAA �4��ang D�`y\oc � : rt; Garage walls depicted was tested Garage wall depicted was tested Eon i I T• Vr` CAA �4��ang D�`y\oc Floor Plan FiTltD 1" Floor 01 "E 0 58TH AvENUE COLORA080C33 2°d floor pbott 0b CAA O c IS9 vv�`y 4 EMSL Analytical, Inc. 1010 Yuma Street Denver, CO 80204 Tel/Fax: (303) 740-5700 / (303) 741-1400 http://www.EMSL.com / denverlab@emsl.com EMSL Order: 222007856 Customer ID: RDSE21 Customer PO: Project ID: Attention: Joe Lugo Phone: (800) 627-2366 RDS Environmental Fax: (303) 444-1331 11603 Teller Street Received Date: 12/04/2020 10:00 AM Suite A Analysis Date: 12/04/2020 - 12/07/2020 Broomfield, CO 80020 Collected Date: 12/03/2020 Project: 6101 Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type SSAI GARGAE TEXTURE Gray/White 100% Non-fibrous (Other) None Detected WALLS Non -Fibrous 222007856-0001 Homogeneous Inseparable paint coating layer included in analysis HA: 1 SSA2 GARGAE TEXTURE White 100% Non-fibrous (Other) None Detected WALLS Non -Fibrous 222007856-0002 Homogeneous HA: 1 SSA3-Drywall GARGAE TEXTURE White 15% Cellulose 65% Gypsum None Detected WALLS Fibrous <1 % Glass 20% Non-fibrous (Other) 222007856-0003 Heterogeneous HA: 1 MMA1-Texture DRYWALUJOINT White 100% Non-fibrous (Other) None Detected COMPOUND Non -Fibrous 222007856-0004 GARAGE Homogeneous HA: 2 MMA1-Tape DRYWALUJOINT White 89% Cellulose 11% Non-fibrous (Other) None Detected COMPOUND Non -Fibrous 222007856-0004A GARAGE Homogeneous HA: 2 MMA1-Joint Compound DRYWALUJOINT White 100% Non-fibrous (Other) None Detected COMPOUND Non -Fibrous 222007856-00048 GARAGE Homogeneous HA: 2 MMAI-Drywall DRYWALUJOINT Gray 9% Cellulose 65% Gypsum None Detected COMPOUND Non -Fibrous 26% Non-fibrous (Other) 222007856-0004c GARAGE Homogeneous HA: 2 MMA2-Texture DRYWALUJOINT White 20% Ca Carbonate None Detected COMPOUND Non -Fibrous 80% Non-fibrous (Other) 222007856-0005 GARAGE Heterogeneous Inseparable paint coating layer included in analysis HA: 2 MMA2-Tape DRYWALUJOINT Yellow 98% Cellulose 2% Non-fibrous (Other) None Detected COMPOUND Fibrous 222007856-0005A GARAGE Homogeneous HA 2 MMA2-Joint Compound DRYWALUJOINT White 20% Ca Carbonate None Detected COMPOUND Non -Fibrous 80% Non-fibrous (Other) 222007856-0005B GARAGE Homogeneous HA: 2 MMA2-Drywall DRYWALUJOINT Gray/Tan 15% Cellulose 65% Gypsum None Detected COMPOUND Fibrous <1%Glass 20% Non-fibrous (Other) 222007856-0005c GARAGE Homogeneous HA: 2 SAI -Texture DRYWALUJOINT White COMPOUND Non -Fibrous 222007856-0006 GARAGE Homogeneous Inseparable paint /coating layer included in analysis Initial report from: 12/07/2020 11:56:26 ASB_PLM_0008_0001 - 1.78 Printed: 12/7/2020 9:56 AM 100% Non-fibrous (Other) None Detected Ppbott As \0' Sir U v Page 1 of 3 O EMSL Analytical, Inc. EMSL Order: 222007856 Customer ID: RDSE21 1010 Yuma Street Denver, CO 40- 80204 Customer PO: Tel/Fax: (303) 740-5700 / (303) 741-1400 Project ID: http://www.EMSL.com / denverlab@emsl.com Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type HA: 3 SAI -Drywall DRYWALUJOINT Gray 9% Cellulose 65% Gypsum None Detected COMPOUND Non -Fibrous 26% Non-fibrous (Other) 222007856-0006A GARAGE Homogeneous HA: 3 SA2-Texture TEXTURE WALLS White 100% Non-fibrous (Other) None Detected 1 F/WALLS & Non -Fibrous 222007656-0007 CEILING 2F Homogeneous Inseparable paint coating layer included in analysis HA: 3 SA2-Drywall TEXTURE WALLS Gray 9% Cellulose 65% Gypsum None Detected 1 F/WALLS & Non -Fibrous 26% Non-fibrous (Other) 222007856-0007A CEILING 2F Homogeneous HA: 3 SA3-Drywall TEXTURE WALLS Gray/Tan 15% Cellulose 65% Gypsum None Detected 1 F/WALLS & Fibrous <1% Glass 20% Non-fibrous (Other) 222007856-0008 CEILING 2F Heterogeneous Inseparable paint /coating layer included in analysis HA: 3 SA4-Texture TEXTURE WALLS White/Green 20% Ca Carbonate None Detected 1 F/WALLS & Non -Fibrous 80% Non-fibrous (Other) 222007856-0009 CEILING 2F Heterogeneous Inseparable paint /coating layer included in analysis HA: 3 SA4-Drywall TEXTURE WALLS Gray/Tan 15% Cellulose 65% Gypsum None Detected 1 F/WALLS & Fibrous <1% Glass 20% Non-fibrous (Other) 222007856-0009A CEILING 2F Homogeneous HA: 3 SA5-Texture TEXTURE WALLS Tan/White 20% Ca Carbonate None Detected 1 F/WALLS & Non -Fibrous 80% Non-fibrous (Other) 222007856-0010 CEILING 2F Heterogeneous Inseparable paint/ coating layer included in analysis HA: 3 SA5-Drywall TEXTURE WALLS Gray/Tan 15% Cellulose 65% Gypsum None Detected 1 F/WALLS & Fibrous <11% Glass 20% Non-fibrous (Other) 222007856-00f0A CEILING 2F Homogeneous HA: 3 MA1-Joint Compound DRYWALUJOINT White 20% Ca Carbonate None Detected COMPOUND Non -Fibrous 80% Non-fibrous (Other) 222007856-0011 Homogeneous HA:4 MA1-Drywall DRYWALUJOINT Gray/Tan 15% Cellulose 65% Gypsum None Detected COMPOUND Fibrous <1 % Glass 20% Non-fibrous (Other) 2220078564011A Homogeneous HA: 4 MA2-Joint Compound DRYWALUJOINT White 20% Ca Carbonate None Detected COMPOUND Non -Fibrous 80% Non-fibrous (Other) 222007856-0012 Homogeneous Inseparable paint /coating layer included in analysis HA: 4 MA2-Drywall DRYWALUJOINT Brown/White 15% Cellulose 60% Gypsum None Detected COMPOUND Fibrous 25% Non-fibrous (Other) 222007856-0012A Homogeneous HA: 4 MB1 CEILING TILE Tan 15% Cellulose 30% Non-fibrous (Other) None Detected Fibrous 55% Min. Wool 222007856-0013 Homogeneous HA: 5 Initial report from: 12/07/2020 11:56:26 AA ASB -PLM -0008-0001 - 9.78 Printed: 12/7/2020 9:56 AM Page 2 of 3 EMSL Analytical, Inc. EMSL Order: 222007856 Customer ID: RDSE21 1010 Yuma Street Denver, CO 80204 Customer PO: TeVFax: (303) 740-5700 / (303) 741-1400 http://www.EMSL.com/denveriab@emsi.com Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy Analyst(s) Krystal Harris (10) Molly Elkins (6) Timothy Kleehammer (15) Henry Printz, TEM/PCM Laboratory Supervisor or Other Approved Signatory EMSL maintains liability limited to cost of analysis. Interpretation and use of lest results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations . The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 "Interim Method") but augmented with procedures outlined in the 1993 ("final") version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non -friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis . Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Denver, CO NVLAP Lab Code 200828-0 Initial report from: 12/07/2020 11:56:26 ASB—PLM-0008-0001 - 1.78 Printed: 12/7/2020 9:56 AM Page 3 of 3 Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type MB2 CEILING TILE Tan 85% Min. Wool 15% Non-fibrous (Other) None Detected Fibrous 222007856-0014 Homogeneous HA: 5 MC1-Carpet CARPET/MASTIC Gray 85% Synthetic 15% Non-fibrous (Other) None Detected Fibrous 222007856-0015 Homogeneous HA: 6 MCI -Mastic CARPET/MASTIC Tan 100% Non-fibrous (Other) None Detected Non -Fibrous 222007856-0015A Homogeneous HA: 6 MC2-Carpet CARPET/MASTIC Tan 95% Synthetic 5% Non-fibrous (Other) None Detected Fibrous 222007856-0016 Homogeneous HA: 6 MC2-Pad CARPET/MASTIC Black 30% Synthetic 70% Non-fibrous (Other) None Detected Fibrous 222007856-0016A Homogeneous HA: 6 MC2-Mastic CARPET/MASTIC Tan 100% Non-fibrous (Other) None Detected Non -Fibrous 222007856-00168 Homogeneous HA: 6 Analyst(s) Krystal Harris (10) Molly Elkins (6) Timothy Kleehammer (15) Henry Printz, TEM/PCM Laboratory Supervisor or Other Approved Signatory EMSL maintains liability limited to cost of analysis. Interpretation and use of lest results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations . The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 "Interim Method") but augmented with procedures outlined in the 1993 ("final") version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non -friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis . Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. Denver, CO NVLAP Lab Code 200828-0 Initial report from: 12/07/2020 11:56:26 ASB—PLM-0008-0001 - 1.78 Printed: 12/7/2020 9:56 AM Page 3 of 3 OrderID: 222007856 4_� EMSL ANALYSICAL. INC. Asbestos Chain of Custody EMSL Order Number (Lab use Only): Z EMSL ANALYTICAL, INC. 1010 YUMA STREET, DENVER. CO, 80204 PHONE: (303) 740-5700 FAx: (303) 741-1400 Company: RDS Environmental I EMSL-Bill to: ❑ Same ❑ Different If Bill to is Different note tnstructons in Comments— Third Party Billing ra ulms written authorization from third party Street: 11603 Teller Street,Suite A City: Broomfield I State/Province: CO Zi /Postal Code: 80020 Country: Report To (Name): vc r! a Fax M Telephone M 800-627-2366 Email Address: Joy m-5epru/i1avintr&c -J, /K Project Name/Number: /D Please Provide Results: ❑ Fax [Z Email I Purchase Order: U.S. State Samples Taken: Turnaround Time TATO tions" - Please Check ❑ 3 Hour ❑ 6 Hour 24 Hour I ❑ 48 Hour I ❑ 72 Hour 10 96 Hour ❑ 1 Week ❑ 2 Week "For TEM Air 3 hr through 6 hr, please call ahead to schedule. *There is a premium charge for 3 Hour TEM AHERA or EPA Level 11 TAT. You will be asked to sign an authorization form for this service. Analysis completed in accordance with EMSL's Terms and Conditions located in the Mat ical Price Guide. PCM - Air ❑ NIOSH 7400 ❑ w/ OSHA 8hr. TWA TEM - Air ❑ 4-4.5hr TAT (AHERA only) ❑ AHERA 40 CFR, Part 763 ❑ NIOSH 7402 ❑ EPA Level 11 ❑ ISO 10312 TEM- Dust ❑ Microvac - ASTM D 5755 ❑ Wipe - ASTM D6480 ❑ Carpet Sonication (EPA 600/J-93/167) PLM - Bulk (reporting limit) [ALM EPA 600/R-931116 (<1%) ❑ PLM EPA NOB (<1%) Point Count ❑ 400 (<0.25%) ❑ 1000 (<O.1 %) Point Count w/Gravimetric ❑ 400 (<0.25%) ❑ 1000 (<0.10/,) ❑ NYS 198.1 (friable in NY) ❑ NYS 198.6 NOB (non -friable -NY) ❑ NIOSH 9002 <1 % Soil/Rock/Vermiculite ❑ PLM CARB 435 - A (0.25% sensitivity) ❑ PLM CARB 435 - B (0.1% sensitivity) ❑ TEM CARB 435 - B (0.1 % sensitivity) ❑ TEM CARB 435 - C (0.01% sensitivity) ❑ EPA Protocol (Semi -Quantitative) ❑ EPA Protocol (Quantitative) TEM - Bulk ❑ TEM EPA NOB ❑ NYS NOB 198.4 (non -friable -NY) ❑ Chatfield SOP ❑ TEM Mass Analysis -EPA 600 sec. 2.5 TEM - Water: EPA 100.2 Fibers >10pm ❑ Waste []Drinking All Fiber Sizes ❑ Waste ❑ Drinking Other: ❑ ❑ Check For Positive Stop - Clearly Identify Homogenous Group Samplers Name: Samplers Signature: Sample # Sample Description Volume/Area (Air) HA # Bulk Date/Time Sampled 8SAC i Lar -to e 11,5 # Zh/xa ssA l M / G 1 Ito CUM GVH Gs M A9, 1� U 61 6A1 Tex lv-- ttN1/l IF tout/ rfl� k#3 9M6, -SAA Client Sample # (s): Total # of Samples: Relinquished (Client): Jot k v Date: 3 Time: y yS t2 Received (Lab): %,oto Ll Time: /U Date: f U r L Time: 10 Comments/Special Instructions: Zq 5 1 7 ©u 6_1710-0 ConW6ed Doa nt—Asbestos COC --R2-11122010 Page 1 of Paqe 1 Of pages f CAA OrderID: 222007856 Asbestos Chain of Custody EMSLANALYTICAL, INC. 40- EMSL Order Number (Lab Use Only): 1010 YUMA STREET, DENVER, CO, 80204 PHONE: (303) 740-5700 EM5L ANALYTICAL IHC. FAx. (303) 741-1400 Additional Pages of the Chain of Custody are only necessary if needed for additional sample information Sample # Sample Description VolumelArea (Air) HA # Bulk Daterrime Sampled SA wy /% AE / -7/c 1 Z/3/za �1 C,/, J/ M MC (CirQld 4) L k4 ra 77 •Com meats/Special Instructions: Page of pages\espbbottA%- ContmUed Document—Asbestos COC — R2 —7112201 D ��� .. Page 2 Of 2��Zang 5`45 4'� City of '� Wheatjdge 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: 6101 W 38th Ave. Wheat Ridge, CO 80033 General Contractor: Costa West Construction S Star Electric - 303-681-6600 Company Name: Wheat Ridge Contract State License #: EC. 0100971 Master License#: ME. 0601478 Slava Stampher Printed N 05/07/2021 Signature of uthorized AM Dam LEVEL 1 01-011 EXISTING CONDITIONS MONTESSORI WHEAT RIDGE EXHIBIT 01 EGRESS ACCESS a LC a zc d a (E) LOAD BEARING BRICK WALL bott Ass . Cr fcos & v If In, Tj I I uAl " :GRESS ACCESS =NGHT OF RAMP RUN ► REQUIRED DOES IT NOR ALLOW FOR IRED LANDING IS AT TOP OR )M OF RAMP E) LOAD BEARING 3RICK WALL T H E 41w 5 W H PO BOX 11094 1766 W 64TH AVE DENVER, CO 80221 '/�a�n D���SNv 4/13/2021 2:41:58 PM 9 FLOOR -CEILING SYSTEMS, WOOD -FRAMED GA FILE NO. Fwal ,GYPSUM WALLBOARD GENERIC ' I 1 HOUR 35 to 39 STC WOOD JOISTS, FIRE SOUND One layer 1/2" type X gypsum wallboard or gypsum veneer base applied at right angles to 2 x 10 wood joists 16" o.c. with 5d nails, 15/3" long, 0.099" shank, 1/4' heads, 6" o.c. Nails placed 3/4" from board edge joints and 1/2" from board end joints. Wood joists supporting 1" nominal T & G wood subfloor and 1" nominal wood finish floor, or 19/32 plywood finished floor with long edges T & G and 15/32" interior plywood with exterior glue subfloor perpendicular to joists with joints staggered. Approx. Ceiling Weight: 2 psf Fire Test: UL R1319-66, 11-9-64, UL Design L512; UL R3501-45, 5-27-65, UL Design L522; UL R2717-38, 6-10-65, UL Design L503; UL R3543-6, 11-10-65, UL Design L519; ULC Design M502 Sound Test: NGC 4024, 7-13-66 IIC & Test: 32 (66 C & P) NGC 5032, 7-19-66 /e p.bbOtt AA_ \ Oc "o , WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE GA FILE NO. WP 1200 GENERIC 1 HOUR 40 to 44 STC FIRE SOUND GYPSUM WALLBOARD, STEEL STUDS One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 3 5/8" steel studs 24' o.c. with 1' Type S drywall screws 8' o.c. at vertical joints and 12" o.c. at Floor and ceiling runners and intermediate studs. Joints staggered 24" on opposite sides. (NLB) Thickness: 47/8" Limiting Height: Refer to Section IV Approx. Weight: 6 psf Fire Test: FM WP -45, 6-19-68; OSLI T-1770,8-61; ULC 79T484, 79T500, 79T497, 8-12-81, ULC Design W415 Sound Test: NGC 2385, 7-28-70 /g5 pbbolf gss,C� COLUMNS, NONCOMBUSTIBLE GA FILE NO. CM 1450 GENERIC GYPSUM WALLBOARD, STEEL COLUMN COVER Base layer 1/2" type X gypsum wallboard applied around TS4x4x0.188 tube steel column and held in place with paper masking tape. Second layer 1/2" type X gypsum wallboard applied around column and held in place with paper masking tape. Face layer either No. 24 MSG galvanized steel column cover consisting of two L-shaped sections with snap -lock sheet steel joints or No 22 MSG galvanized steel column covers consisting of two L-shaped sections with lap joints fastened with No. 8x1/2" sheet metal screws 12" o.c. 1HOUR FIRE Fire Test: UL NC505-(1-6), 71 NK2639, 12-23-75; UL NC505, 77NK1518; UL Design X526 GA FILE NO. WP 3514 I I GENERIC GYPSUM WALLBOARD, WOOD STUDS One layer 5/e" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. with 11/4" Type W drywall screws 12" O.C. Joints staggered 16" on opposite sides. (LOAD-BEARING) 1 HOUR 35 to 39 STC FIRE I I SOUND 0I I I X..I Thickness: 43/411 Approx. Weight: 7 psf Fire Test: SWRI 01-4511-619, 8-19-92 Sound Test: See WP 3520 (G&H NG-246FT, 7-2-65) �pyeou46so a`9 °u A�.�ng DN\y\oc UL Product W IS BXUV.U356 - Fire -resistance Ratings - ANSI/UL 263 Design/System/ConstructiorVAssembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted forthe design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear ULs Mark are considered Certified. BXUV - Rre Resistance Ratings - ANSVUL 263 Certified for United States BXUV7 - Rre Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings- CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U356 October 07, 2020 Bearing Wall Rating - 1 Hr Rating Exposed to Fire on Interior Face Only Bearing Wall Rating — 1 Hr Rating Exposed to Fire on Exterior Face (See Item 6E) Finish Rating — 23 Min or 25 Min (See Item 2C) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cull Certification Mark for jurisdictions employing the UL or cull Certification (such as Canada), respectively. I . Wootl S1uLs— Nom 2 :y4 in Goal 16In OCwllh Mm 2 :y4 in tetanal one 2 :y4 in bottom pules Studs etemllybraed byuwod eWtluml panel dnewthing (Item fil. When Snake ,d Fib B i (Item CA) ere consdere] eu bword for the oW]e, the loaf le restricted to ODS Of e11howab6 aebl bed Wats eHaeeely fire Stopped ar top aN bottom of wall. 2 Oypsom Boll— My 98 in, thick OLClassibetl Gypsum Bona el no eligible her use in Oeegn Nos. Lul or aging. Nom W81n. thick 0 ft wide, applied yeN need to stuck eN b®iArq places ] In OC with Fid rerrentcoered nolle, l-]/8 in lmd with 1/4 In tllem lead. When Sun Si [mmne Mount (Peru 7orany enemem tubal, b used, gypsum panels attached to furring channels with t inbneType s bugle head mod Breus spate 12 in 00 When Its, 7A Shoul Corona Mount A used too layers of gypsum panels attached to furring Chan nes ease pope attached tofu ring Chan nes with I in long Type S bug a head goal work, popped 12 in 00 Face proor attached tofu ring channels with I pre in long Type S bugle head Ared wwAw spaced 12 in 00 All pints in face layers gaspeared with pints in We, layers Gek.aNleep Gypsmm IMP Choy Opi — CKNXRYAY µepu,l, Geak.Nleep Gypsmm — KNxateme C� GEDkGAls, IRC GYPSUM L <b«N2717 0 sy�n9 $c LOADMASTER SYSTEMS INC ,(View Cass lflcat l out — CKNXR11800 NATIONAL GYPSUM CO Mew Classlflcatlon) — CMXR3501 PASCO BUILDING PRODUCTS LLC, DBA PABCO GYPSUM Niew Classification) — CKNXR7094 PANEL REYS A Mew Classlflcatlon)— CKNX.R21706 SIAM GYPSUM INDUSTRY (SARABURI) CO LTD(Vlew Classlflcatlon( — CMXR10262 THAI GYPSUM PRODUCTS PCL NIew Classlflcatlon)— CKNXR27517 UNITED STATES GYPSUM CO Mew Classification) — CKNXR1310 USG BORAL DRYWALL SFZ LLC Nlew Classlflcatlon) — CMXRM438 USG MEXICO S A DE C V Nlew Classification) — CKNX.R16089 2A. Gypsum Board` — (As an alternate to Item 2, Not Shown) — Any 5/8 in. thick 4 ft wide gypsum panels that are eligible for use in Design Nos. L501, G512 or U305, supplied by the Classified Companies listed below shown in the Gypsum Board' (CKNX) category. Applied vertically and attached to studs and bearing plates with 1 -1 /4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. COC INC UNITED STATES GYPSUM CO USG BORAL DRYWALL SFZ LLC USG MEXICO S A DE C V 212. Gypsum Board' — (As an alternate to Item 2, Not Shown) — 5/8 in. thick 4 ft wide gypsum panels applied vertically and attached to studs and bearing plates with 1- 1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. AMERICAN GYPSUM CO — Types AGX-1, M -Glass, AG -G, LightRoc CABOT MANUFACTURING ULC — Type X, 5/8 Type X Type Blueglass Exterior Sheathing CERTAINTEED GYPSUM INC — Type G, Type X Type X-1, Easi-Lite Type X-2 GEORGIA -PACIFIC GYPSUM L L C — Types X Veneer Plaster Base -Type X Water Rated -Type X Sheathing Type -X Soffit -Type X Type X Comfor-Guard Sound Deadening Gypsum Board. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Types PG -11, PGS -WR$ PGI. THAI GYPSUM PRODUCTS PCL — Type C or Type X 2C. Gypsum Board' — (As an alternate to Item 2, Not Shown) — For Use with Item 5A only - 5/8 in. thick 4 ft wide gypsum panels applied horizontally and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screws 1 in.and 4 in. from edges of board. Finish Rating is 25 min. CABOT MANUFACTURING ULC — 5/8 Type X Type Bueglass Exterior Sheathing GEORGIA -PACIFIC GYPSUM L L C — Type X Veneer Plaster Base -Type X Water Rated -Type X Sheathing TypeX,Soffit-Type X PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Types PG -11, PGS -WR$ PGI 2D. Gypsum Board' — (As an alternate to Item 2) — Not to be used with item 7. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically only and fastened to the studs and plates with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank tliam and 1/4 in. tliam heads, 7 in. OC. NATIONAL GYPSUM CO — Type SBWB • "rye 2E Gypsum Board' — (As an alternate to Items 2 through 2D) — Nominal 5/8 in. thick, 4 ft wide panels, secured as described in Item 2. U `°e PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Type OuletRcck ES. `C d 2F. Gypsum Board` —(As an alternate to Item 2) —Not to be used with item 7. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically or horizontally and fastened to the studs and plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max Sin. OC, with last screw 1 in. from edge of board. CERTAINTEED GYPSUM INC —Type SilentFX 2G. Wall and Partition Facings and Acces.,odes' —(As an alternate to Items 2 through 2F) —Nominal 5/8 in. thick, 4 ft wide panels, secured as described in Item 2. PASCO BUILDING PRODUCTS L LC, DBA PASCO GYPSUM —Type OoietRcck 527. 2H. Gypsum Board' —(As an alternate to Item 2) — 5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a maximum 10 in. OC with the last two screws 4 and 1 in. from the edges of the board. When used in widths other than 48 in., gypsum panels are to be installed horizontally. CERTAINTEED GYPSUM INC — Type LGFC6A (finish rating 21 min), Type LGFC2 , Type LGFC-C/A, Type LGFO-WD, Type LGLLX 21. Gypsum Board' — (As an alternate to Item 2) — 5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally orvertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max S in. OC, with last screw 1 in. from edge of board. When used in widths of otherthan 48 in., gypsum boards are to be installed horizontally. AMERICAN GYPSUM CO — Types AGX-1 (finish rating 25 min.), M -Glass (finish rating 25 min.), AG -C (finish rating 25 min.), LlghtRoc (finish rating 25 min.) NATIONAL GYPSUM CO — Type FSK Type FSK G, Type FSW, Type FSW-3, Type FSW-5, Type FSW-G, Type FSK -C, Type FSW-C, Type FSMR-C, Type FSW-6, Type FSL 2J. Gypsum Board' — (As an alternate to Item 2) - 5/8 in. thick gypsum panels, with beveled, square, ortapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread steel screws spaced a max S in. OC with the last screw 1 in. from edge of board. When used in widths otherthan 48 in., gypsum boards are to be installed horizontally. CERTAINTEED GYPSUM INC — Type C, Type X or Type X-1(finishrating 26 min), Easi-Lite Type X (finish rating 24 min), Easi-Lite Type X-2, Type EGRG or GlasRoc or GlasRoc Sheathing (finish rating 23 min) 3. Joints and Fastener Heads — (Not Shown) — Gypsum board joints covered with tape and joint compound. Fastener heads covered with joint compound. 4. Batts and Blankets' — Mineral fiber or glass fiber insulation, 3-1/2 in. thick, pressure fit to fill wall cavities between studs and plates. Mineral fiber insulation to be unfaced and to have a min density of 3 pct. Glass fiber insulation to be faced with aluminum foil or kraft paper and to have a min density of 0.9 pct (min R-13 thermal insulation rating). See Batts and Blankets' (BMO Category In the Bolding Materiels Directory and Batts and Blankets' (BZJZ) Category In the Fire Resistance Directory for names of Classified Companies. 4A. Fiber, Sprayed' — As an alternate to Batts and Blankets (Item 4) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the protluct with a nominal dry density of 2.7 Ib/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 Ib/ft3, in accordance with the application instructions supplietl with the product. US GREENFIBER L LC — INS735 and INS745 for use with wet or dry application. INS515LD, INS541LD, INS735, INS745, NiIand INST KD are to be used for dry application only. 4B. Fiber, Sprayed' — As an alternate to Item 4 and 4A — Spray applied cellulose material. The fiber is applied with waterto completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 4.58 Ib/ft 3. NU-WOOLCO INC — Cellulose Insulation 4C. Fiber, Sprayed' — As an alternate to Batts and Blankets Qtem 4) — Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 Ibs/ft3. INTERNATIONAL CELLULOSE CORP — Celbar-RL 4D. Fiber, Sprayed' — As an alternate to Batts and Blankets (Item 4) — Spray applied, granulated mineral fiber material. The fiber is applied with adhesive, at a minimum density of 4.0 pct, to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC — Type Rockwool Premium Plus 5. Wood Structural Panel Sheathing — Min 7/16 in. thick, 4 ft wide wood structural panels, min grade "C -D" or "Sheathing". Installed with long dimension of sheet (strength axis) efface grain of plywood parallel with or perpendicularto studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs on exterior side of wall with 6d cement coated box nails spaced 6 in. OC at perimeter of panels and 12 in. OC along interior stutls.(4g �ti 5A. Mineral and Fiber Boards'— As an alternate to Item 5 - Min 1/2 in. thick, 4 ft witle sheathing, installed vertically to stutls. Vertical joints centeretljoints backetl with nom 2 by 4 in. wootl blocking. Attachetl to stutls on exteriorside of wall with 1-1/2 in. long galvanized roofing nails spacetl 6 in. OC panels antl 12 in. OC along interior stutls. As an option a weather resistive bander may be applietl over the Mineral antl Fiber Boards. pig/ 6. Exterior Facings — Install ed in accordance with the manufacturer's installation instructions. One of the following exteriorfacings is to be applied over the sheathing: A. Vinyl Siding —Molded Plastic• —Contoured rigid vinyl siding having aflame spread value of 20 or less. See Molded Plastic (Bl category In the Building Materiels Directory for names of manufacturers. B. Particle Board Siding — Hardboard exterior sidings including patterned panel or lap siding C. Wood Structural Panel or Lap Siding — APA Rated Siding, Exterior, plywood, OSB or composite panels with veneerfaces and structural wood core, per PS 1 or APA Standard PRP -100, including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. D. Cementitious Stucco — Portland cement orsynthetic stucco systems with self -fuming metal lath or adhesive base coat. Thickness from 3/8 to 3/4 in., depending on system. E. Brick Veneer — Any type on nom 4 in. wide brick veneer. When brick veneer is used, the rating is applicable with exposure on either face. Brick veneer fastened with corrugated metal wall ties attached over sheathing to wood studs with Bid nail pertie: ties spaced not more than each sixth course of brick and max 32 in. OC horizontally. One in. airspace provided between brick veneer and sheathing. F. Exterior Insulation and Finish System (EIFS) — Nom 1 in. Foamed Plastic• insulation bearing the UL Classification Marking, attached over sheathing and finished with coating system, or Portland cement or synthetic stucco systems, in accordance with manufacturer's instructions. See Foamed Plastic (BRYX and CCVW) categories for names of Classified companies. G. Siding — Aluminum or steel siding attached over sheathing to studs. H. Fiber -Cement Siding — Fiber -cement exterior sidings including smooth and patterned panel or lap siding I. Wall and Partition Facings and Accessories' — Stone veneer is mortar bonded to a lath, scratch coat and water resistant barrier applied to sheathing, installed in accordance with the manufacturers installation instructions, and meeting the requirements of local code agencies. ELDORADO STONE OPERATIONS L L C — Type Eldorado Stone J. Cementitious Backer Units — 1/2 in. or 5/8 in., min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum 3/4 in., spaced a max of 0 in. OC. Horizontal joints need not be backed by framing. When Cementitious Backer Units are used, the rating is applicable with exposure on either face. Cementitious Backer Units for use as substrate for exterior finishes such as ceramic tile, slate, marble, natural stone, manufactured stone, thin brick, or Portland cement or synthetic stucco. NATIONAL GYPSUM CO — Type PermaBase GA. Building Units' — As an alternate to Exterior Facing Item 6 — Insulated steel panels, 12 through 42 in. wide. Attached over sheathing through retainer clips to studs or support steel with No. 14 hex head self -tapping screws located at each joint in the concealed lip of the units and spaced in accordance with the structural design requirements. KINGSPAN INSULATED PANELS INC — Types 200, 300, 400, 900, or KS series, 2 through 6 in. thickness; CWP -V, H, 2 through 3 in. nominal thickness or Designwall 2000 or Designwall 4000, 2 and 3 in. nominal thickness. 7. Steel Framing Member• — (Optional, Not Shown) — Fuming Channels and Steel Framing Members as described below: a. Fuming Channels — Formed of No. 25 MSG gakv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overapped 6 in. and tied together with double strand of No. 10 SWG gakv steel wire near each end of overiap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping rib framing screws, min. 7/16 in. long at the midpoint of the overiap, with one screw on each flange of the channel. Gypsum board attached to turning channels as described in Item 2. b. Steel Framing Member' — Used to attach funding channels (Item 7A) to studs. Clips spaced 40 in. OC., and secured to studs with No. 0 x 2-1/2 in. coarse drywall screw through the center grommet. Fuming channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide fuming channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide funing channels. PAC INTERNATIONAL L L C — Types RSIC-1, RSI61 (2.75). 7A. Steel Framing Member' — (Optional, Not Shown, As an alternate to Item 7) — Fuming channels and Steel Framing Members as described below: a. Fuming Channels — Formed of No. 25 MSG gakv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 10 SWG gakv steel wire near each end of overiap. Two layers of gypsum board attached to funding channels as described in Item 2. b. Steel Framing Member' — Used to attach funding channels (Item 7Aa) to interior side of studs. Clips spaced 40 in. OC., and secured to studs with two No. 0 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Funding channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax. 7B. Steel Framing Member' — (Optional, Not Shown, As an alternate to Item 7) — Furring channels and Steel Framing Members as described below: a. Fuming Channels — Formed of No. 25 MSG gakv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to stutls. Channels secure pbbollq� described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 10 SWG gale steel wire near each gsxoh �y 'om As an alternate, ends of adjoining channels may be overs etl 6 in. and secured to etherwith two self -tapping rib framin screws, min. 7/16 in. I 9 Y PP 9 PP 9 9 6c midpoint of the overiap, with one screw on each flange of the channel. Gypsum board attached to furring channels as describetl in Item 2. VIX C O 0�`� L. Steel Framing Member' —Used to attach funding channels (Item a) to studs. Clips spaced 48 in. OC. Genie clips secured to studs with No. S x 1-1/2 in. coarse drywall screw through the center hole. Fuming channels are friction fitted into clips. PLITEQ INC — Type Genie Clip 7C. Steel Framing Members' — (Optional, Not Shown, As an alternate to Item 7) — Fuming channels and Steel Framing Members as described below: a. Fuming Channels — Formed of No. 25 MSG galy steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item L. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.Gypsum board attached to fuming channels as described in Item 2. L. Steel Framing Member' — Used to attach funding channels (Item 7Ca) to studs. Clips spaced 48 in. OC., and secured to studs with 2 in. coarse drywall screw with 1 in. diam washerthrough the center hole. Funding channels are friction fitted into clips. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237R 7D. Steel Framing Member' — (Optional, Not Shown, As an alternate to Item 7) — Funding channels and Steel Framing Members as described below: a. Fuming Channels — Formed of No. 25 MSG galy steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item 7Db. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire. Gypsum board attached to turning channels as described in Item 2. L. Steel Framing Member' — Used to attach funding channels (Item 7Da) to studs. Clips spaced 48 in. OC., and secured to studs with No. S x 2-1/2 in. coarse drywall screw through the center hole. Fuming channels are friction fitted into clips. REGUPOL AMERICA — Type SonusClip 7E. Steel Framing Members' — (Optional, Not Shown, As an alternate to Item 7) — Resilient channels and Steel Framing Members as described below: a. Resilient Channels — Formed of No. 25 MSG galy steel, spaced 24 in. OC, and perpendicularto studs. Channels secured to studs as described in Item L. Ends of adjoining channels overlapped 6 in. and secured in place with two No. S 15 x 1/2 in. Philips Modified Truss screws spaced 2-1/2 in. from the center of the overlap. Gypsum board attached to resilient channels as described in Item 2. L. Steel Framing Members' — Used to attach resilient channels (Item 7Ea) to studs. Clips spaced 48 in. OC., and secured to studs with No. S x 2-1/2 in. coarse drywall screw through the center hole. Resilient channels are secured to clips with one No. 10 x 1/2 in. pan -head self -drilling screw. KEENE BUILDING PRODUCTS CO INC — Type RC+Assurance Clip 7F Steel Framing Members' — (Optional, Not Shown, As an alternate to Item 7) — Fuming channels and Steel Framing Members as described below: a Furring Channels — Formed of No. 25 MSG galy steel. 2-23/32 in. wide by 7/8 in. or 1-1/2 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item L. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galy steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured togetherwith two self -tapping rib framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to funding channels as described in Item 2. R Steel Framing Members' — Used to attach funing channels (Item 7Fa) to studs. Clips spaced maximum 48 in. OC. Clips secured to studs with No. S x 2-1/2 in. coarse drywall screw through the center grommet. Fuming channels are friction fitted into clips. CLARKDIETRICH BUILDING SYSTEMS — Type ClarkDietrich Sound Clip S. Non -Bearing Wall Partition Intersection — (Optional) — Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3in. long 10tl nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non-bearing wall partition intersection perstud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2020-10-07 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Codified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Codifications (files) must be presented In their entirety and In a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Codifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice In the following format: "© 2021 UL LLC" Ppboti G�/an9 D��`c POTTORFF 0 A. co S C 1mi ib 0 T cc dl W W a a 0 w C: LL PO -i i ORFF 0 MOUNTING GROOVE C2 DUCTISLEEVE� FASTENER C i Atli FLOW eries VFD-15R fire damper installation instructions CLASSIFIED SEE DETAILS ON UL CLASSIFIED U CLASSIFICATION U e L ENCLOSED PiIOWCT • L Figure 1 Figure 2 Concrete Partition Stud Partition A. Concrete or masonry fire partition shown in figure 1. Wood or steel stud fire partition shown in figure 2. See Wood Stud and/or Steel Stud Framing for Fire Dampers In Drywall and/or Cavity Shaftwall Partitions Supplemental Installation Instructions for further vertical installation details. The square or round opening shall be a minimum 1/4" (6) and a maximum of 1" (25) larger than the damper sleeve/frame. Damper must be installed with the leading edge of the closed blade within the partition. B. The connecting duct shall not be continuous, and shall terminate at the sleeve/frame using one or more of commonly used break away style connections. Refer to Sleeve Termination Supplemental Installation Instructions for further details. Damper sleeve shall not extend more than 6" (152) beyond the rated partition unless an access door is installed in the sleeve which then permits the extension to be a maximum of 16" (406). C1. The holding plate mounting groove of damper sleeve must be flush with wall. Seat the holding plate (see figures 3 & 4) into the mounting groove. Then place guide plate (see figures 3 & 4) around the opposite side of damper sleeve and slide forward until it touches partition. Secure both plates with joiner clips (see figure 5) using four 1/8" (3) minimum rivets, #10 (M5) sheet metal screws, bolts or welds per joiner clip. A minimum of 3 clip angles (see figure 8) shall be arrange symet- rically around the damper and fastened to the damper sleeve on the guide plate side of the partition and in contact with the guide plate. Fasteners shall be #10 (M5) screws, bolts, 1/8" (5) rivets or welds. C2. The holding plate mounting groove must be flush with wall. Seat the holding plate (see figures 3 & 4) into the mounting groove. Then place guide plate (see figures 3 & 4) around the opposite side of damper sleeve and slide forward until It touches partition. Secure both plates with joiner clips (see figure 5) using four 1/8" (3) minimum rivets, #10 (M5) sheet metal screws, bolts or welds per joiner clip (see figure 6). The guide plate shall be attached at each corner to the rated partition with #10 (M5) screws, bolts or 1/8" (3) rivets . C3. As a further option for round openings either or both plates may be replaced by 1-1/2" x 1-1/2" x 20 ga (38 x 36 x 1) minimum angle rings. Each ring shall be fastened to the damper sleeve, not the partition, at 8" (3) on center maximum with a minimum of 3 fasteners using #10 (M5) sheet metal screws, bolts, 1/8" (3) diameter rivets, or welds. Horizontal installation of the damper in a concrete floor is the same as above except the holding plate must be installed on the top side of the floor opening. D. On non -integral sleeve units, when fastening the damper to the sleeve, the damper shall be fastened with 3/16" (4.8) diameter steel rivets, Quick -Lock joints, welds or No. 10 (M5) bolts or sheet metal screws at 8" (203) O.C. maximum. A minimum of two connections per assembly. Model - VFD-15R For Use in Static Systems. 1-1/2 Hour Rated. Vertical or Horizontal mounting. Note: Galvanized construction. All dimensions shown in () r Maximum damper single section size is: 020" (5oB). Underwriter's Laboratories f CAA 3:114 Minimum damper size is: 06" (152). The product is also listed by Information is correct at time of printing. However, we reserve the right to make changes without notice. ` o _—/ POTTORFF 700 SOUTH VAIL AVENUE, MONTEBELLO, CA 90640 A DIVISION OF PCI INDUSTRIES LL POTTORFF ( /fi r % .. installation instructions The following installation details apply to model WD -15111 MOUNTINC Figure 1 Concrete Partition C7,3 Figure 2 Stud Partition Note: Vertical installation shown. Horizontal installation similar. A. Concrete or masonry fire partition shown in figure 1. Wood or steel stud fire partition shown in figure 2. See Wood Stud and/or Steel Stud Framing for Fire Dampers In Drywall and/or Cavity Shaftwall Partitions Supplemental Installation Instructions for further vertical installation details. The square or round opening shall be a minimum of 'h" (6) with a maximum of 3/." (19) larger, but less than 6" (152) the mounting angles must be a minimum of 16 gauge (1.5) and must be tall enough to overlap the opening by a minimum of 1" (25). Damper must be installed with leading edge of closed blade within the partition. B. The connecting duct shall not be continuous, and shall terminate at the sleeve/frame using one or more of commonly used break away style connec- tions. Refer to Sleeve Termination Supplemental Installation Instructions for further details. Damper sleeve shall not extend more than 6" (152) beyond the rated partition unless an access door is installed in the sleeve which then permits the extension to be a maximum of 16" (406). C1. The holding plate mounting groove of damper sleeve must be flush with wall. Seat the holding plate (see figures 3, 3A & 4) into the mounting grove on operator side of damper. Then place the plate until it touches partition. Then place guide plate (see figures 3A and4) around the opposite side of damper sleeve and slide forward until it touches partition. Secure both plates with joiner clips (see figure 5) using four 'A" (3) minimum rivets, #10 (M5) sheet metal screws, bolts or welds per joiner clip. A minimum of 3 clips angles (see figure 8) shall be arranged symmetrically around the damper and fastened to the damper sleeve on the guide plate side of the partition and on in contact the guide plate. Fasteners shall be #10 (M5) screws, bolts, '/3" (5) rivets or welds. The guide plate shall be attached to the rated partition with #10 (M5) screws, bolts or 1/8" (3) rivets. If the plate is square, (for square openings) it must be attached to the partition at all four corners. If the plate is round, (for round openings) it must be attached to the parti- tion with a minimum of four fasteners, equally spaced around the circumference of the plate. As an alternative to the above, the dampers can be installed as follows: Diameter:5 8" Follow the same details as in C1 except the guide plate and holding must be attached to the damper sleeve with clip angles spaced a maximum of 8" O.C. and the clip angles must be staggered on either side of the partition. The guide plate does not have to be attached to the rated partition. Diameter > 8" and 5 12" Follow the same details as in C1 except the guide plate and holding must be attached to the damper sleeve with clip angles spaced a maximum of 4" O.C. and the clip angles must be staggered on either side of the partition. The guide plate does not have to be attached to the rated partition. C2. As a further option for round openings either or both plates may be replaced by 1-1h" x 1-1/z" x 20 GA. (38 x 38 x 1) minimum angle rings. The ring shall be fastened to the damper sleeve and not the partition at 8" (3) on center maximum with a minimum of 3 fasteners using #10 (M5) sheet metal screws, bolts, masonry anchors, '/9' (3) diameter rivets of welds. For horizontal installation of the damper In a concrete floor, the holding plate must be installed on the top side of the floor opening. D. On non -integral sleeve units, when fastening the damper to the sleeve, the damper shall be fastened with 3/,e' (4.8) diameter steel rivets, Quick -Lock joints, welds, No. 10 (M5) bolts or sheet metal screws at 8" (203) O.C. maximum. A minimum of two connections per assembly. Note: Annular space between damper sleeve and wall opening shall not be filled with firestop materials such as fill, void or cavity materials. Underwriter's Laboratories file #R11767. The product is also listed by CSFM File # 3225-0368:114 CLASSIFIED SCLASSI KATION CLASSIFIED cLasslFlcanoN cT�¢S Pbbott gss0c UL ENCLOSEDPRODUCTODUCT U� - For vertical and horizontal apllications. CAJA Information is subject to change without notice or obligation. NOTE: Dimensions in pare. , POTTORFFO 5101 Blue Mound Road, Fort Worth, Texas 76106 �;ng B0Xi� I .om P01T0RFF@F11zf_; DA-l-tPea, Z. o1c I. installation instructions The following installation details apply to model VFDA 5R CLASSIFIED SEE DETAILS ON UL CLASSIFIED u CLASSIFICATION ANGON�U �S T 1 ENCLOSED PRODUCT y�f `` y� V, DESCRIPTION A- VFD-15R Fire Damper. B - Holding Plate, 20 ga.(1) steel. C - Guide Plate, 20 ga. (1) steel. D - Joiner Clip, 20 ga. (1), steel, typical both p E - Steel or Wood Stud. F - Steel or Wood Runner. G - #10 (M5) Sheet Metal Screw. H -'/9' (3) Dia. Steel Pop Rivet, or #10 (M5) x' --- DAMPER DIA. + 3"(76) —1-1/211(38) i \\'D2 1D1 I ¢ I % Of CL ++ CUT D1 = DAMPER DIA. FOR GUIDE PLATE D2 = DAMPER DIA. - (10) FOR HOLDING PLATE Figure 3 Square Openings Guide Plate & Holding Plate Detail Figure 6 Concrete Partition Detail Underwriter's Laboratories file #R11767. The product is also listed by CSFM File # 3225-0368:114 Information is subject to change without notice or obligation. POTTORFF® 5101 Blue Mound Road, Fort Worth, Texas 76106 D1 = DAMPER DIA. FOR GUIDE PLATE D2 = DAMPER DIA. - 3/8" (10) FOR HOLDING PLATE Figure 3A Round Openings Guide Plate & Holding Plate Detail STEEL OR - WOOD* RUNNER HOLDING ---__1. PLATE Figure 7 Stud Partition Detail 1-1/2' (3a) ---' 1/2^n3) /8^ (3) 1/2'(131 1-1n^ (3I) m. 11 3/4^ (19) Figure 5 Joiner Clip 20 GA. (1) Galy. Steel DAMPER SLEEVE 2„ (25) Figure 8 Clip Angle yPbb�A-11-11'.. - 20 GA. (1) G%cr�\o * Note: If wood, opening mus NOTE: Dimensions in parentha e W. �in 19 mo 5 . CONCRETE GUIDE_ PLATE CLIP ANGLE FASTENER — 1/ /\ f OR MASONRY -- _ HOLDING PLATE DAMPER % SLEEVE GUIDE PLATE CLIP ANGLE FASTENER - Figure 6 Concrete Partition Detail Underwriter's Laboratories file #R11767. The product is also listed by CSFM File # 3225-0368:114 Information is subject to change without notice or obligation. POTTORFF® 5101 Blue Mound Road, Fort Worth, Texas 76106 D1 = DAMPER DIA. FOR GUIDE PLATE D2 = DAMPER DIA. - 3/8" (10) FOR HOLDING PLATE Figure 3A Round Openings Guide Plate & Holding Plate Detail STEEL OR - WOOD* RUNNER HOLDING ---__1. PLATE Figure 7 Stud Partition Detail 1-1/2' (3a) ---' 1/2^n3) /8^ (3) 1/2'(131 1-1n^ (3I) m. 11 3/4^ (19) Figure 5 Joiner Clip 20 GA. (1) Galy. Steel DAMPER SLEEVE 2„ (25) Figure 8 Clip Angle yPbb�A-11-11'.. - 20 GA. (1) G%cr�\o * Note: If wood, opening mus NOTE: Dimensions in parentha e W. �in 19 mo 5 . up to 3 hour — ceiling radiation damper POTTORFFM*Jpgoti�J.installation instructions The following installation details apply to models CFD -15, CFD-15LP, CFD -15R, CFD-15SI3 and CFD -20 1" (25) ►{ �• C min. Installation 1 uct Duct Drop C Installation 3 op Square -to -Round Transition F -\I C 1„ (25) --*1 min. Installation 2 C Installation 4 �G CLASSIFIED CLASSIFIED DETAILS ON UL I I CLASSIFICATION USEE L NN C ; L ENCLOSED PRODUCT u Duct Drop Flex -Duct A Illustrations show CFD -15 type damper, model CFD -20 similar. A. The ceiling damper shall be attached to a minimum 22 gauge (0.85) steel sleeve / duct drop by welding, or with rivets, or with #10 (M5) sheet metal screws, or with quick lock, or bolted with 1h" (6) - 20 bolts at 6" (152) o.c. maximum. A minimum of two connections per side, caution must be taken to ensure that the fasteners do not interfere with the closing of the damper blades. Once the damper has been installed properly, the damper blade(s) should be affixed in the open position. For dampers with (2) blades, open the blades so that they are back-to-back. One of the blades will have a fusible link on the tab on the back of the blade. Slip the fusible link over the tab on the opposite side. For dampers with (1) blade, open the blade and rotate the fuse link holder (located on the damper frame behind the open blade) to the full upright position. Slip the fusible link, on the back of the blade, onto the tab of the fuse link holder. Steel duct drop is not required when flexible duct is utilized in conjunction with a square -to -round transition. Damper requires no additional fire protective material on sleeve when the damper center line is no more than 3" (76) above rated ceiling. B. Ceiling penetration should be located within ceiling tiles or panels without necessitating cuts in the ceiling suspension main runners or cross tees. If required, a maximum of one runner or cross tee may be cut to enable proper damper location and installation. Each cut end shall be supported by a minimum 12 swg (2.7) hanger wire. C. Sleeve termination shall be a minimum 'A" (19) flange, IN' (16) plaster ground, or "raw". "Raw' termination requires a steel diffuser with minimum 1" (25) flange to be attached to the damper using #8 (M4) sheet metal screws, '/16" (5) rivets, welds or bolts at 6" (152) o.c. maxi- mum - minimum of 2 connections per side -. D. Damper hanger tabs shall be minimum 1" x 2" x 22 gauge (25 x 51 x 0.85) steel, 1 each side minimum, 2 sides minimum. Hanger tabs shall be attached to structural ceiling support with a minimum 12 swg (2.7) wire. E. Support duct work with two 142' x '/z' x 16 gauge (38 x 13 x 1.6) steel channels. Positions the support channels at the bottom of the duct adjacent to both sides of the duct drop and attach to structural ceiling support with a minimum 12 swg (2.7) wire. F. T -Bar ceiling grid must be supported on the four corners surrounding the damper by minimum 12 swg (2.7) wire. G. Supplemental ceramic refractory thermal blanket lho" (2.5) thick x 8 Ib density (128 kg/m3) for use where ceiling opening is larger than nomi- nal damper size. The blanket shall be cut so that it protects the back of the diffuser, or outlet box up to the base of the fire damper frame. Underwriter's Laboratories File #11114603. The product is also listed by CSFM File # 3226-0368:104 Warnock Hersey File # WHI-495-PSH-0177,-0178 Information is subject to change without notice or obligation. POTrORFF® 5101 Blue Mound Road, Fort Worth, Texas 76106 CAA NOTE: Dimensions in p. \ p� ,leters. 9 �tv Lcorff.com wood truss with gypboard POT1'aRFFIRZIP15A.. ceiling radiation damper � 0� ; installation instructions The following installation details apply to models CFD -15, CFD-15LP, CFD -15R, CFD-15SB and CFD -20 4 12" Mi T 12" Mi i 7 0 3 3 ,NtERi,�, C(i a USH.00 Warnock Hersey Listed W H I -495 -PSH -0177,-0178 T'-/Vc m, v� CSFM File # 3226-0368:104 ITEM: DESCRIPTION 1 Roof/Floor Construction 2 Wood Framing Member or Joist 3 1h" Gypsum Wallboard 4 Damper 5 Grille (Steel or Aluminum) 6 #6 Penny Nail or #8 Screw (Min. 'h" long) 8 7 1" x 'h" 20 Gauge Galv. Mounting Angle 8 #8 Tek Screw (Min. '/z' long) 9 ooh/ Steel Rivet or Screw Note: Use of RC channel (not shown) is optional. Damper with Extended Sleeve 4 Top View of Rectangular Damper Top View of Round Damper Illustrations show CFD -15 type damper, model CFD -20 similar. A. Measure the actual spacing between the wood framing members and cut the mounting angle to that length plus six inches. Two mounting angles are required. Fold up approximately three inches at 90" at both ends of the mounting angle and attach it to the wood frame with minimum of two each #6 penny nails or #8 screws. B. The damper is attached to the mounting angle by sheet metal screws starting at two inches from the end of the damper. A minimum of two screws per angle is required for rectangular dampers. A minimum of one screw per angle is required for round dampers. 2 C. On the sides opposite the retaining angles, a three inch long mounting angle is required. A minimum of two screws per angle is required. Bottom leg of mounting angle should rest on the ceiling material. �UA, a t, Information is subject to change without notice or obligation. POTfORFF® 5101 Blue Mound Road, Fort Worth, Texas 76106 NOTE: Dimensions in parenthese `4111014 --i City of WheatRidge 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: 6101 W 38th Ave Wheatridge, CO General Contractor: Costa West Construction Company Name: Streamline Mechanical Contact Phone #: 720-505-6142 Wheat Ridge Contractor License #:_L50172 (required field) Todd Simpkinson Printed NaWe of Agent 5/11/2021 Signature of Authorized Agent Date GMObileEyes Contractor Permit PortalENABLING A SAFER WORLD Need Help? User Options Welcome back Kaci Taylor (THE5WH) Log Off Update Account Tyler Privacy Policy Document Library Access Control Application Carbon DioxideApplication Fire Alarm Control Panel (Dialer) Application Fire Alarm Application Fire Suppression Application Kitchen Hood Suppression Application City/Dept.:j West Metro Fire Protection District Applications IN Application 0 Just My Jobs *All Jobs for my company Address: Street:, Status: *All O Unsubmitted 0 Submitted O Retumed Address Job Type Status Vacant 2 Existing Submitted 6101 West 38th Avenue Building/ Tenant 1/13/2021 8:16:32 Wheat Ridge, CO 80033 Improvement PM Occupant: Job Type: v Search Clear Filters From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Commercial Interior Remodel/Tenant Finish Date: Wednesday, January 13, 20216:25: 18 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 Submission Confirmation. Dna Fire Department Begin Application PROPERTY INFORMATION Property Address 6101 W. 38th Ave Property Owner Name Emily Farley Property Owner Phone 303-868-2114 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" office@highlandsmontessorischool.com 6101 W. 38th Ave Electronic Payment Form .Ddf APPLICANT INFORMATION Contact Name of Kaci Taylor Person Submitting Application What is your role in the Architect project? Contact Phone Number (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Questions 310-701-6557 kaci@the5wh.com Retype Contact Email kaci@the5wh.com Address DESCRIPTION OF WORK Is this for a new Yes tenant? Business Name of Montessori Wheat Ridge Tenant Detailed Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Iii .i . STiTtem Square Footage Area of Work Being Performed Asbestos Report - if applicable The interior renovation and change of use of an existing multi tenant office building (B occupancy) into a single tenant mixed occupancy of E and 1-4, for a future pre-school, that serves students from two months to 4 years of age. The scope oof work includes interior wall reconfiguration, addition of new plumbing fixtures, updating existing finishes, relocation of accessible parking space, updating existing guardrails. Level 1. Level 2 5,450 Construction Plans 6101 W 38th Ave Permit Set COMBO .Ddf scanned on 11'x17" or larger Project Value (contract 176,069 Adjusted valuation $225,380.55 4/28/21 K. M. value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Kaci Taylor Permit Email not displaying correctly? View it in your browser. � ► 44" City of Wheat Ridge '/� Comm. Tenant Finish PERMIT - 202100085 PERMIT NO: 202100085 ISSUED: 05/18/2021 JOB ADDRESS: 6101 W 38th Ave EXPIRES: 05/18/2022 JOB DESCRIPTION: Commercial tenant finish with interior renovation for future pre-school. The interior renovation and change of use of an existing multi tenant office building (B occupancy) into a single tenant mixed occupancy of E and 1-4, for a future pre-school, that serves students from two months to 4 years of age. The scope oof work includes interior wall reconfiguration, addition of new plumbing fixtures, updating existing finishes, relocation of accessible parking space, updating existing guardrails. Sq ft: 51450 *** CONTACTS *** OWNER ( 3 0 3) 868-2114 FARLEY EMILY GC (303)994-5139 JOBE COSTA 210096 COSTA WEST CONSTRUCTION SERVIC SUB (303)369-3633 TODD SIMPKINSON 150172 STREAMLINE MECHANICAL LLC SUB (303)681-6600 SLAVA STAMPHER 180131 S STAR ELECTRIC, LTD SUB (720)838-8407 TEJO N WILLIS 190019 TW MECHANICAL PLUMBING LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 140 / Converted Residences; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 225,380.55 FEES Total Valuation 0.00 Plan Review Fee 11264.09 Use Tax 31697.45 Permit Fee 11944.75 ** TOTAL ** 61906.29 *** 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 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Site signage will require separate permits. � ► 44" City of Wheat Ridge '/� Comm. Tenant Finish PERMIT - 202100085 PERMIT NO: 202100085 ISSUED: 05/18/2021 JOB ADDRESS: 6101 W 38th Ave EXPIRES: 05/18/2022 JOB DESCRIPTION: Commercial tenant finish with interior renovation for future pre-school. The interior renovation and change of use of an existing multi tenant office building (B occupancy) into a single tenant mixed occupancy of E and 1-4, for a future pre-school, that serves students from two months to 4 years of age. The scope oof work includes interior wall reconfiguration, addition of new plumbing fixtures, updating existing finishes, relocation of accessible parking space, updating existing guardrails. Sq ft: 51450 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 05/18/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. � ► 44" City of Wheat Ridge '/� Comm. Tenant Finish PERMIT - 202100085 PERMIT NO: 202100085 ISSUED: 05/18/2021 JOB ADDRESS: 6101 W 38th Ave EXPIRES: 05/18/2022 JOB DESCRIPTION: Commercial tenant finish with interior renovation for future pre-school. The interior renovation and change of use of an existing multi tenant office building (B occupancy) into a single tenant mixed occupancy of E and 1-4, for a future pre-school, that serves students from two months to 4 years of age. The scope oof work includes interior wall reconfiguration, addition of new plumbing fixtures, updating existing finishes, relocation of accessible parking space, updating existing guardrails. Sq ft: 51450 *** CONTACTS *** OWNER ( 3 0 3) 868-2114 FARLEY EMILY GC (303)994-5139 JOBE COSTA 210096 COSTA WEST CONSTRUCTION SERVIC SUB (303)369-3633 TODD SIMPKINSON 150172 STREAMLINE MECHANICAL LLC SUB (303)681-6600 SLAVA STAMPHER 180131 S STAR ELECTRIC, LTD SUB (720)838-8407 TEJO N WILLIS 190019 TW MECHANICAL PLUMBING LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 140 / Converted Residences; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 225,380.55 FEES Total Valuation 0.00 Plan Review Fee 11264.09 Use Tax 31697.45 Permit Fee 11944.75 ** TOTAL ** 61906.29 *** 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 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Site signage will require separate permits. � ► 44" City of Wheat Ridge '/� Comm. Tenant Finish PERMIT - 202100085 PERMIT NO: 202100085 ISSUED: 05/18/2021 JOB ADDRESS: 6101 W 38th Ave EXPIRES: 05/18/2022 JOB DESCRIPTION: Commercial tenant finish with interior renovation for future pre-school. The interior renovation and change of use of an existing multi tenant office building (B occupancy) into a single tenant mixed occupancy of E and 1-4, for a future pre-school, that serves students from two months to 4 years of age. The scope oof work includes interior wall reconfiguration, addition of new plumbing fixtures, updating existing finishes, relocation of accessible parking space, updating existing guardrails. Sq ft: 51450 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 05/18/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. tof wl�iyeat-IAC BUSINESS LICENSE INSPECTION PERMIT NO. 201901948 BUSINESS NAME: Womb Matters, PLLC ADDRESS: 6101 W. 38th Avenue CONTACT NAME: Beth Anne Fisher 180 SQ FT A0 OCCUPANCY TYPE OCCUPANCY LOAD CONSTRUCTION TYPE ❑ SPRINKLERED [NON-SPRINKLERED 2:�1 4 = Inspector Signature Date INSPECTION DAY/TIME Wednesday, Sept. 18th @ 2pm INSPECTION DAY/TIME INSPECTION DAY/TIME i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 0 Ui Permit Number:L)��-;�.- ❑ 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. usfinspection Date: �' Inspector: DO NOT REMOVE THIS NOTICE o ° •�) z° Q Cd U G O w N O \i UZn> � � O y A b O .cbo O mo10 ro w 4J El 44 EaO H o ff - O ¢� aw b '� V 01 O '1 O iJ Eg u ° 3 E x .� 0 rj oo U W 41 Q 44 lel U4Q oxxo °°b° ❑ "�O �roro H �r ro� u �� OC O -� a 03 3 A W rl 4-1 ' ► d d > ro EdU U DC7 O CA= 0 w M Z � rn.� O cd 4-4 a 'moi c s� > 3ONa O v p WU o G. 70. H O U EQ .,y b kr) wrx z a M •i, w ° o. �A�o3 q o rn > c�a> aANo �w d o 00�rn ro cv o w = xUH�tl�' o 44 Q o Da u �^o zzOrxc� m. v o O 3 C) a u l O U Gw 0, Gr, u° z LL City of _���Wh6a-tlKijge BUSINESS LICENSE INSPECTION PERMIT NO. 201901135 BUSINESS NAME: Sterling Wellness ADDRESS: 6101 W. 38th Avenue CONTACT NAME: Kathy Sterling e5' 15f, will provide on site ' SQ FT 1; OCCUPANCY TYPE 6Z OCCUPANCY LOAD CONSTRUCTION TYPE ❑ SPRINKLERED ON-SPRINKLERED Inspector Signoature 6 ,1 � Date INSPECTION DAY/TIME Fri., June 7th @9 am INSPECTION DAY/TIM INSPECTION DAY/TIME 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: T e 1 Job Address: Permit Number: �Ol 9 i�:l 1 ❑ No one available for inspection: Time Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1, -l) Inspector: DO NOT REMOVE THIS NOTICE Y k'I 0 C 0 N Z C�j 5 ,1 E_ !� L N 0 6 L 'T.6 � o 'fl d U O = u _^pz d .h _0 � z o o N rt 0 R 0 tp •rito Qn W " f b O p 4J w .4 m H a 4a ro „ O � uFZ4 bl 'dE Ix w o rl r. M 3QF) 4J E o 4 U >4 p=q Q N (7 L' r '� (/] U W 4 El W U Q O A r: .d .d 4'1 U ✓zu x R ca Q C4 :D ro a ✓✓� 3 Q„ a 0 „ ro 1 Uv 11:4)y 0 C V 0 3 3 Au w 2 a H a.) _ C r -I O U � 'Ed U y U ro p a ��w �za a co 44 41 sU. w�3 3ON� O� V p U N aav�oU z U)b ro >Q�QNOa rtw O O � aiib OOd�O rU•I }, -i cd o R l W3a = y Qtr Qtr I.y r� 41 1.1 b _, V y = FaUF" W a1 4JZ a. U 30czd0 v a O o a F c c OUaa Gz, u0 z a' is City of Whcat Ridge BUSINESS LICENSE INSPECTION PERMIT NO. 201900747 INSPECTION DAY/TIME Weds., April 24th @1 pm INSPECTION DAY/TIME INSPECTION DAY/TIM BUSINESS NAME: The Wonder Co., LLC ADDRESS: 6101 W. 38th Avenue CONTACT NAME: Julie Scarlata I45-0 SQ FT OCCUPANCY TYPE OCCUPANCY LOAD CONSTRUCTION TYPE ❑ SPRINKLERED YNOWSPRINKLERED /Z Date 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: Permit Number: ❑ No one available for inspection: Time � —A /PM t j Re -Inspection required: YesY/� No When correc ions have been made, call for re -inspection at 303-234-5933 i Date: f l' inspector:--�"�'� DO NOT REMOVE THIS NOTICE It z n R7 a"17b'tic�0 m ewe S b n O m N 700 a y _ n m a yn►oyZ c 3 fi (D N F1 FO Oil r � C J dtv -eDe o r �< rr •�10 o�C70 a O H 'r. noC/��� N. n tr 1 fD 0 h7 r- (D L?7 z n A G 0 ac c. o ►, P r n Z� �Co n� M tr' ro S o�. ` mmCD oy 0P g w 5 " 7d 21 "o a z 1 x m a s 0 7Q C a y m Fl- ju °a b" G MQoa N t-h H. .'7 Dd rr £ n o f O o O O n (Dla W r „' o po o i" b7 eSs o a _ H (D O p p w O rt m th i4 y .A �•torr V G" 1 O rr n r o 0 a z a TQ -� w � : dQ K E A Q o ` 1 rr a o ]' N " `r °o � O n � y d w x d fD fD a IN + o O O. m `p PERMIT NO. 201900353 City of W heat Riogc BUSINESS LICENSE INSPECTION INSPECTION DAY/TIME Mon. March 11 @ 1 pm INSPECTION DAY/TIM INSPECTION DAY/TIME BUSINESS NAME: Qi Cottage (pronounced Chee) ADDRESS: 6101 W 38th Avenue CONTACT NAME: Liz 200 SQ FT OCCUPANCY TYPE ID OCCUPANCYLOAD 'Z; CONSTRUCTION TYPE ❑ SPRINKLERED PK NON-SPRINKLERED Inspector Signature Date 1.2 I* � 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: GLI: - a vS.n�s< � cfcen9-.e Job Address: (A l o i W 3 S !`A I �� Permit Number: a p 9 ® ® -3 �- Cis,,_ l-cn<4_ 7,iire - ER V0 n ❑ No one available for inspection: Time M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: -3 /► i / Inspector: 1 DO NOT REMOVE THIS NOTICE z in 0'0 a 07>J00� a y CD fir m a yC�byZ G 3_ N Ft n r�,CrJCrJCID O G ft Oil �ZY00 s o rna rNCo n boon G rr •- o b A C cn Ir r _ 0 O H O ►oh'o,�n m a y' A NIN N y S m0 0 IN EQ �z" r" ..f9 y ►� a y a va 0 � bac wr O b co CID 304) ON fD vZ m .r'. fP a� r) . oc. rr v aCa p ay° y a w a m � "ti CID N n N- () �o °;y 9 0 N M F,- 0 0 Z C) m p= pcr E rr °O Com/] a e eSo W 44 !� o -� p N. C1 tD w H Oho — W H O c y o V1 ^ r- Ct p a m a \ 1 N• F+- 1 a °. o m O o a m '� Or n 0 0 n r O c � • o. p y °TQ M tq n IQ� ^ rt x O o � a rr O CD r a c. o n O Y- � C7 -f Ds S O iJ fe A h f9 m N O. fD pp IIIIIIIIIIIIIIIIIIIIIillillilljlllll Q� o City of W heatis%e_ BUSINESS LICENSE INSPECTION PERMIT NO. 201801981 BUSINESS NAME: Restore ThyRoots ADDRESS: 6101 W. 38th Avenue INSPECTION DAY/TIME Fri., Aug. 31st@ 1:00 pm INSPECTION DAY/TIM INSPECTION DAY/TIM CONTACT NAME: LIZ Keltner-480-760-5694 200 SO. FT I� 1 OCCUPANCY TYPE OCCUPANCYLOAD �CONSTRUCTION TYPE ❑SPRINKLERED Q NON-SPRINKLERED Inspector Signature - -7 Date 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: LA L2-- � �� s �a sae54 L. "c' e n 15�e Job Address:./, I o t w -5�3 iA Ane Permit Number: -9 0 J g o/ 4 �q ) ❑ No one available for inspection: Time t= 0!!F2 AM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: //19 Inspector: `j-1 / / DO NOT REMOVE THIS NOTICE i CITYPF WHEAT RIDGE Buildin j Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i3 L i Vs,', -Le L ('C e n 1&r - Job Job Address: 6 i D ! 31�9 "-b Permit Number: 2 0 l o o 9:ii p Is © c -r4- rcc load= moo. ❑ No one available for inspection: Time 10 : D AM M Re -Inspection required: Yes a When corrections have been made, call for re -inspection at 303-234-5933 Date: '�111'6 /1 '0 Inspector: �t'_� DO NOT REMOVE THIS NOTICE Oro rr m M a r rr b' M Fj MP) °n o m 0 :j rr O H F'• t m 0 M O 0 w roLQ n� 0 rr r O m m a m w 0 p � m K:4 rr 0 0 m ►y -I m P) H O rr M pa H. � m W 51 Ili O m m tr 4 w rr x 0 0 n L i // b (D N O 00 O O 00 O O 00 City of ` Wh6atRjd,uc BUSINESS LICENSE INSPECTION PERMIT NO. 201800980 INSPECTION DAY/TIME Wed. Apr. 18 @ 10 AM INSPECTION DAY/TIME INSPECTION DAY/TIM BUSINESS NAME: Bev Johnson Yoga Therapy ADDRESS: 6101 W. 38th Avenue CONTACT NAME: BeV 15 Q SQ FT I9 OCCUPANCY TYPE OCCUPANCYLOAD CONSTRUCTION TYPE ❑ SPRINKLERED NON-SPRINKLERED a Inspector Signature V- Date i CITYPF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �,eSS L cent Job Address: 3 IF) '-! Permit Number: 'Do) g o 0 9 o D ISO G q, �'-a- cc T W rpe - r cc o a = C o fK4-. i sae - ii Ajo/t - S.0(IIn k --)e re V ❑ No one available for inspection: Time I = o AM M Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303 -234 - Date: y 1'8 / �5 Inspector: _T DO NOT REMOVE THIS NOTICE e 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: Job Address: Permit Number: C, , irZ-V To ❑ No one available for inspon: TimeMO / AM/PM Re -Inspection required Yew No When corrections have been made, call for re-inspe ,110A' 303-234-5933 .f Date: `f Inspector: 1 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: &4 fir+ 4r-Lf67. �_ Inn , Job Address: & 161 Uli -, 3J b Avv- Permit Number: 2,6(-]0251-5 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made; ca for re -inspection at 303-234-5933 i Y Date: 27 Inspe tc - -- DO NOT RE VE THIS NOTICE City of Wheat Ridge Commercial Sign PERMIT - 201707445 PERMIT NO: 201707445 ISSUED: 09/19%2017 JOB ADDRESS: 6101 W 38th AVE EXPIRES: 09/19/2018 JOB DESCRIPTION: Commercial Sign painted on wall facing street 6f tx 2 3/4ft Home Yoga Studio (see attached) *** CONTACTS *** TEN (508)259-3767 Emily Powers OWNER (720)340-2566 LIZ KELTNER *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 140 / Converted Residences; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 200.00 FEES Total Valuation 0.00 Use Tax 4.20 Permit Fee 26.50 ** TOTAL ** 30.70 *** COMMENTS *** *** CONDITIONS *** 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 k to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. ish� Sign tur f 00& or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building 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, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature o ief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �Iheat Midge LC7PM MMUNITY DEvEENT 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(@ci.wheatridge.co.us Date. IINI17 Plan/Pennit 0 �20'-7 Plan Review Fee: Building Permit Application 30,7v *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 11) 1 LJ I V V, U 0 VX— Property c -Properly Owner (please print): L1'Z, Phone: -726 343 255 G Property Owner Email: W*ngiWdVe—ss­Tif diWerent than property address) 2 Chi Vf 10 9 Address:��'� City, State, Zip: 1�" (C) ( W Phone: Contractor: Contractors City License #: Phone: Contractor E-mail Address: Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City 'censed 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 SYSTEMIAPPLIANCE 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.) Sq. FtAF Amps Ste c�1-mc;�rlc� Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (A Electronic REPRESENT IVE) of 0,0 (CONTRACTOR) Electronic Signature (first and last name): 3 �� DATE: ` I T DEPARTMENT USE ONLY ZONING COMMENTS: �yt• W-MVr 1Au—N - OCCUPANCY CLASSIFICATION: Reviewer. °l / to 6� :� N � w � o � � � ° � � � � � � � '� � � S f� I'� � � n� � � � n ~ �/ � ^` .. �_, ,s �� n s s 1 0 W (D M w N• F•' a rh O rn H- 0 n H- 0) N O A V ro P) M• O (D Ow � r H (D tY (D � p � Baa (D a �D n ,'1 P. r cr n I-' H cl Ul (D H P) H 0 M 7d t+irt :Y W 0 W (D t% n G 0 N. hi ~ H � H O z �. rr v O 0 rt b Ld O x r N W 'd H a � m m �. rt m M p h o rt 10 ro n a n r Pm P. E o m m � M F- Pfi ro W ^ ro m x � k a rt a � m x ro 0 m ,D tr G 9P. L rt rr a n 0 P, E o 0 Ormr a m n wo 0 rt M p 0 E a 0 T 0 ro x a x m ID 0 m m m h m m o m p, m m w m m a m ro w o 0 N ro P- r rt m 0 m a to rr 0 a a M P. w N P- a W 0 0 ro a "m o rt W .'7 m mm M m n r m m 11 ID m m m m n a rt r m 0 m p a a a co m m m m ro y n (D b Fj a � N n "a m ���'�� 7e INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection rLej,�,, Qj INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Wall Sheathing Concrete Encased Ground (CEG) Foundation / P.E. Letter Mid -Roof Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In- "a -b Work Prior To Approval Of The Above Insaections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line ( vi"" V�p Z,. Q Rough Mechanical Rough Framing Rough Grading , 1 Insulation f Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dish'' !;? , Final Electrical Final Plumbing ' Final Mechanical— Roof Final Window/Doors Final Buildingy 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 from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Commercial Remodel PERMIT - 201700513 PERMIT NO: 201700513 ISSUED: 07/31/2017 JOB ADDRESS: 6101 W 38th AVE EXPIRES: 07/31/2018 JOB DESCRIPTION: Demo 2 walls; add stair & landing; add 2 bathrooms; add dividing wall - 1012 sq ft total *** CONTACTS *** OWNER HOME COLLECTIVE LLC GC (650)384-5234 Rajiv Agarwal 170087 Kanler, Inc. SUB (720)544-9634 Frank L Garcia 170430 Absolute Mechanical Contractor SUB (720)435-4773 Jason Brittain 170408 JBs Electric LLC SUB (303)350-8102 KEVIN JONES 170438 CLEARWATER PLUMBING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 76,000.00 FEES Total Valuation 0.00 Plan Review Fee 610.25 Use Tax 1,368.00 Permit Fee 938.85 ** TOTAL ** 2,917.10 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 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. 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: & [ � ``�� "A/,a A Job Address: —0 7 11 3 �--7/ // V Permit Number: 'L(0% 1001&-13 ❑ No one available for inspection: Tim —11/ �- AM/PM Re -Inspection required: � Ye No When corrections have been made, call for re-insp�ctio'4 at 303-234-5933 Date: ' Inspector: v" DO NOT REMOVE 7-H/S NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax I7N"SPECTION NOTICE Inspection Type: Job Address: 7C 7 Imo/ T Permit Number: ❑ No one available for inspection.: -Time/ f `'' AM/PM Re -Inspection required: YesNo _ When corrections have been made, call for re-inspedion at,'103-234-5933 r G -s Date: {'- ' Inspector: DO NOT REMOVE `THIS NOTICE 301ION S1'H13AOW3hf ION OO :aolaadsul ale(] EE 9-b£ -EOE o� oadsu►-91 ao{ ❑eo `apew uaaq aney suoijoaaaoo uayM. ON a- paainbaa uoiloodsul-aa Wd/INV ��/�auail :uoi1 ;dsui aol ajgejiene Guo ON M CAJ 7n zf �e G'% (2-L 3�J / r / - 0 ( 6 /a Z, :aagwnN Iiwaad ff1 /y /�j :ssa.ippd qof f� :7 I/y' _y :adA1 uoijoadsul 33IlON N01133dSNI xeJ 6068-L£0 (£0£) • agl-40 5580-9£0 (£0£) Gull u0poadsul EE69-tiEZ (£OE) uoisinia uoipadsul 6uipjpq , 3Jala 1V3HM J0 A113 3=ON SIH -11.9A 3H ION OG =y adsul EE gale uo►jaadsul-aa aoi ems: �ur uaaq aney suoijoaaaoo uayM, ON saA :paainbaa uoiloodsul-aa INd/Nd quail :uoilaadsui aol apupAP quo ON IM :aagwnN IIwaad 2 z :ssaippd qof yU1 Y��Lq -n - :adA1 uoiloodsul 331ION N01133dSNI XeJ 6z68-LEz (EOE) • aql-4o ss8z-5Ez (EOE) aull uolloodsul EE6S-pge (EOE) uoisinia uoijoadsul 6ulpipe 3Jdla 1V3HM d0 A113 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: F -T kll)L PC L)/k,/ Job Address: 6'10 A1 3 cr'/ Permit Number: C) / / V O S7/3 ❑ No one available for inspection: Time : AM/PM Re -Inspection required: Yes No E ,. When corrections have been made, call for re-ins'pTecti n at 303-234-5933 Dater �� Inspector: DO NOT REMOVETHIS NOTICE m ro O � ro N N41 m m m u 1' o O N •• cc N ID m m x u y.) .0 Q i o 0 .� U N b1 m 8 N r-Iu a ati �O A �+ O m r4 11a rmi yro ro44 P4 41 rvV\ � ai o m � •OO rI a s m ^W l 4.)E p Hc O �-j W M O roti N u 0 H b ~i V AC a m u H G1 H s .� O x00W ) w H �+ ro r� a U O v-. •� O N k u m u Az4J �' y 0 T W a a u o a a *', w N W U� ro i -0 Z CD ,n a 6>i Ai m N y � o m � E 0 � 1d U m o ro 10A A o i w U W m o V. ..i 41 v Q b m R 0 m M ,G 7 A S Nv 3 N G W x E m W xmo u p u a ii Ql b 44 0 � V Ln ro A P u 5 A O V O g " "m k � p 7. EE 0 0 O as o u a a a y to b LL m w A 0 o vNi U O N w o0 > a o o° w 0 0 0 1.) N 0 z id 44 �m °o � a o as u � � � o •ri 5' ,� w A 0 u g@ 44pmg a W q � i r°ii i.j G N •ri 0 17 'd ti u P H m D U x U H w WW ro u 14 4) U t q m u ro x rop x I o W °a W E+ w m o A 0 P4 • C o E a 0 0 a w W cu n � *** City of Wheat Ridge Commercial Remodel PERMIT - 201700513 HOME PERMIT NO: 201700513 ISSUED: 07/31/2017 JOB ADDRESS: 6101 W 38th AVE EXPIRES: 07/31/2018 JOB DESCRIPTION: Demo 2 walls; add stair & landing; add 2 bathrooms; add dividing wall - L Garcia 1012 sq ft total Absolute Mechanical Contractor SUB *** CONTACTS *** OWNER HOME COLLECTIVE LLC GC (650)384-5234 Rajiv Agarwal 170087 Kanler, Inc. SUB (720)544-9634 Frank L Garcia 170430 Absolute Mechanical Contractor SUB (720)435-4773 Jason Brittain 170408 JBs Electric LLC SUB (303)350-8102 KEVIN JONES 170438 CLEARWATER PLUMBING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 76,000.00 FEES Total Valuation 0.00 Plan Review Fee 610.25 Use Tax 1,368.00 PAID Permit Fee 938.85 - `---'-"--^� ** TOTAL ** 2,917.10 J *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 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. City of Wheat Ridge Commercial Remodel PERMIT - 201700513 PERMIT NO: 201700513 ISSUED: 07/31/2017 JOB ADDRESS: 6101 W 38th AVE EXPIRES: 07/31/2018 JOB DESCRIPTION: Demo 2 walls; add stair & landing; add 2 bathrooms; add dividing wall - 1012 sq ft total 1, by. my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the pr and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest at I am legally authorized to include all entities named within this document as parties to the work to be performed hat all w k to `performed is disclosed in this document and/or its' accompa ying approved plans and specifications. 7—/ —1) )j/ Signature of OWNER or CONTRACTOR fCircle one) Date 1. This permit was issued ba dation 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 change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official .W Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. P; City of Wheatge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridae.co.us FOR OFFICE USE ONLY Date: . Plan/Permit # ao 1 Plan Review Fee: BPAI IDuilding Permit Application (C-y,3�, fW j *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: _ l V Property Owner (please print): `j i I l Property Owner Email: 0 yl YL �� Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Arch itec E ine r: Y41 Architect/Engineer E-mail: Gt i i S� —Phone: �� �f o ¢ � L Contractor: \e (' I (ti C ) 6>t 1 Contractors City License #: (� Phone: -7 o?0 ! ! �1 6 j Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License /70 Other City Licensed Sub: City License # Plumbing: W.R. City License # J?N3 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form 00430 ❑ 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 0 REPLACEM T, _ OTHER (Describe) 1 4 ' ��1 "r, P � i 1 C- �' , i , �c l ^l (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition ar)d proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) I ,j l � / D %b/ Sq. FULF / 6� / �, Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ OWNER/eONTRACTOR 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. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) ONTRACTOR), or (AUTHORIZED REPRESS TA IV) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): ^` DATE: ` I l ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ City of �Wheat R jge CnMMIUNiTy DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(o)ci.wheatridge.co.us 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: 6"101 61 Property Owner (please print): L- � � Ke- H �� Phone: �`�3 SI'� - Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zip: Architect/Engineer E-mail: \"i �-- S+"�" SP'�x : M Phone: 7 c Contractor: K a '�_ L -s— , (it Contractors City License #: Phone: >" 3- 4 7 9--3 �l Z Contractor E-mail Address: C Ing. cc Cd- k-' C�' 1 -e -T - co X_"_ Sub Contractors: j f J Electrical: � ,��- �L L LX_ Plumbing e j..� W y� r- r tuA -0�'1- Mechanical: %� L S _' /" , W.R. City License # W.R. City License # W.R. City License # /?-,v e /7-6`l l r.7-6y,?c) Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form 157 - D 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/APPLIANC,E REPAIR or REPLACE ENT [OTHER (Describe) fit- , -1 -{— 1*r.-. 14 t�\-,e--t,`,�.,,,�--- yo," a, (For ALL projects, please provide a detailed description of work to be performed, inclu ing 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.) Y, �) , S�& -,e , " 4-, 1 , 4— 1 , ( NOD S� Sq. Ft.ILF Btu's Amps Squares to & Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 1 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 enti on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information pr ' pt.c 'on. CIRCLE ONE: (OWNER (CONTRcACTOR) o (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): a " "N' "., DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ CAA Corrections and comments: Sheet A2.0: Please revise site plan to show ADA accessible/van accessible parking area. Show path from accessible parking to building entrance, detail all improvements needed for compliance, including all signage, asphalt striping, etc. Show turning circles and clearances in ADA compliant restrooms. SheetPO.1 Please revise details to show required trap primers in floor drains, provide model/make data in plumbing fixture schedule. Please revise and re -submit (2) identical sets of wet signed/stamped plans, include (2) signed/stamped sets of all supplemental documents. Thank You, Jonathan Gilbert CHARLES AI-',i3t)'I" t ASSOCIATES, INC. 7401 [0s %I Pl7. °St fff—'?) MIS14Q\ VII JO t. 19'_1191 I f)ii. IRE E:N41)),,(,--2-850 * . X (.'4`%)?Si'. C A A PLAN REVIEW COMMENTS FOR CITY OF WHEAT RIDGE Project Description: Home Collective Yoga Studio Project Address: 6101 W 381h Ave Plan Check No.:201700513 Permit App. Date: Use: Residential Occupancy: Const. Type: VB No. Stories: Permit Valuation: Adjusted Valuation: Architect/Engineer: Phone: Thompson Engineering dlinquisr@Thompson eng.com Applicant/Contact: Julie Spinnato Julie@studiospinnato.com Phone: Plan Checker: 949 -243 - Jonathan Gilbert 6214 jonathangilbert@caap rofessionals.com Engineer email: @caaprofessionals.com X 1 s1 Review: 2"d Review: 3rd Review: Italic comments By Appointment The project plans were reviewed for compliance with the following codes and standards: 2012 IBC, 2012 IRC, 2012 IMC, 2012 ECC, 2014 NEC, 2012 IPC, 2009 ANSI/ICC, City of Wheat Ridge Amendments • TO EXPEDITE PROJECT APPROVAL: Please provide a written response indicating how and where each comment was resolved on the plans. • Resubmit all previously reviewed plans, updated plans and supporting documents with each subsequent review. • For clarification of any plan review comment, please call or email the plan checker listed above. Note: Plan checks expire 180 days from date of submittal. CHARLES ABBO'1"1- ASSOCIATES, I?rC, 2741 t I_ n a! 104'SH-H12 I0 MISSION VIEJO. (`\�ZhJJ „0_4980 Pii=i,t.(��'�) C,i :i"?•1 Xi944;_61.853 kk" "VA )P; SSIO\ % S_ - (Al L--_. NWAMA Pxurt:evnn w. It it utr.,•& �•,tt 1,, 1 I-.tRAstwuc-start NIA" \-n ntt.r.r PLAN REVIEW COMMENTS FOR CITY OF WHEAT RIDGE Project Description: Home Collective Yoga Studio Project Address: 6101 W 38"' Ave Plan Check No.:201700513 Permit App. Date: Use: Residential Occupancy: Const. Type: VB No. Stories: Permit Valuation: Adjusted Valuation: Architect/Engineer: Phone: Thompson Engineering dlinquisr@Thompson eng.com Applicant/Contact: Julie Spinnato Julie@studiospinnato.com Phone: Plan Checker: 949 -243 - Jonathan Gilbert 6214 jonathangilbert@caap rofessionals.com Engineer email: @caaprofessionals.com X 1S' Review: 2"d Review: 3rd Review: Italic comments By Appointment The project plans were reviewed for compliance with the following codes and standards: 2012 IBC, 2012 IRC, 2012 IMC, 2012 ECC, 2014 NEC, 2012 IPC, 2009 ANSI/ICC, City of Wheat Ridge Amendments • TO EXPEDITE PROJECT APPROVAL: Please provide a written response indicating how and where each comment was resolved on the plans. • Resubmit all previously reviewed plans, updated plans and supporting documents with each subsequent review. • For clarification of any plan review comment, please call or email the plan checker listed above. Note: Plan checks expire 180 days from date of submittal. 1 CHARLES ABBOTT ASSOCiAITS, INC. 17401 1 os AI_Tos •sun,- 120 • n1Issi(>N VIE10- CA 9269I 1 n1_1- Fart. (866) 530-1921'0 • PI1ON': (9.19) 367-2S50 • FAX:(Q49) 367-2852 W WVVA AAPROP[SSIOKALS-COM PLAN REVIEW COMMENTS FOR CITY OF WHEAT RIDGE Project Description: Home Collective Yoga Studio Project Address: 6101 W 38t' Ave Plan Check No.:201700513 Permit App. Date: Use: Residential Occupancy: Const. Type: VB No. Stories: Permit Valuation: Adjusted Valuation: Architect/Engineer: Phone: Thompson 3`d Review: Engineering Italic comments dlinquisr@Thompson Appointment eng.com Applicant/Contact: Julie Spinnato Julie@studiospinnato.com Phone: Plan Checker: 949 -243 - Jonathan Gilbert 6214 jonathangilbert@caap rofessionals.com Engineer email: @caaprofessionals.com X 1St Review: 2nd Review: F]By 3`d Review: Italic comments Appointment The project plans were reviewed for compliance with the following codes and standards: 2012 IBC, 2012 IRC, 2012 IMC, 2012 ECC, 2014 NEC, 2012 IPC, 2009 ANSI/ICC, City of Wheat Ridge Amendments • TO EXPEDITE PROJECT APPROVAL: Please provide a written response indicating how and where each comment was resolved on the plans. • Resubmit all previously reviewed plans, updated plans and supporting documents with each subsequent review. • For clarification of any plan review comment, please call or email the plan checker listed above. Note: Plan checks expire 180 days from date of submittal. CHARLES AEU30'1-1- ASSOCIATES, INC. "-,401 t os A.T=, St-. rIt- 1.0 411SSION %1EK), t'A. 4"h41 I� C_;t!-(4S0•('t(94,)13'7,260, FA V041)xr 3,2 LAA Corrections and comments: Sheet A2.0: Please revise site plan to show ADA accessible/van accessible parking area. Show path from accessible parking to building entrance, detail all improvements needed for compliance, including all signage, asphalt striping, etc. Show turning circles and clearances in ADA compliant restrooms. Sheet PO.1 Please revise details to show required trap primers in floor drains, provide model/make data in plumbing fixture schedule. Please revise and re -submit (2) identical sets of wet signed/stamped plans, include (2) signed/stamped sets of all supplemental documents. Thank You, Jonathan Gilbert CHARLES ES Atimo rr ASSOCIA'YES, INC. '?deli I ilAt Ws • Ym IS',ION VIEJO'. 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Q o vai o 0U y O H N K uWi ¢ w w w a 0 m K Q U m z pU a O -w Ji O r w W a w m N W m ami pd M DN wd ro ci 0drri rd oG and citio J O LLJ (n co Z O > 0000 Q O 850 J co 6 U W 3 O o L z Z J J w -6,- W m o �2 E rn Q 4.r • Q a UZ -UO W • d 3 m y a s p ``/^11)1) zm U U m 0 355 0 m a LL 3 UOf U) co Z O > 0000 Q O 850 J co 6 U W 3 O o L W Q 4.r • Q • 0 °C O LO Oi-y �� • d •. / • �� • G3 5 W d .gY z F- (� F_ a < p O Z O _ m > ? ;a w 3 �p W F- =ga ouj Cfl LLz 3 ■■ 0 3 Q a F U 0 0 a O CO o �=o k ° � O CL UoG II WIC Y Z xF m J N a w W iv O W x a uj W Q N iii J -i Ca 0 0 \ o a°� x'�Uz U) Q a' a x N 3 ouj � w 3 Q a F 0 z w k ° II WIC Y Z xF O°� F3v N iv U x a uj W iii J Ca \ Q � x'�Uz U) Q a' ceZ 10 ° 1 W z a3a u (� N W3 0 uC4 Q E F OF vi Ucna Q O M 0 ujCha Lu z Q Q LQ QLO N rzl d F- Q :7 Q AFF z3�M Z �Q Z wz F' C_1z Z pO aO �a z W 3 a W x� W W OO V K z z N--+ ui '� 11 Q W O w F, xz= U W V Q XC7L �O o p a� apw U O to Z LL a u< F w U v� u Z C) i QQ z} Z� o ,a LL - o oW ----- -------, ------ --- . ---------- 1l 1--i W w Q Q ja�j O :D 0 LL vUi 7 w U C] U af 0 O r 0 = O Z U U Z Q o �: U)� Zcr zr z F- z � w W3 w 0 C4 �U O Z W W N w . ,-------------- u — — — — --- Y+ ---------:--Lij O Na a O wz LL O ZW z� �o °° z> dd iv C7 z�� x �¢ �w ?nw a va Q w a w o< 3 Oz w w �¢ M x �o w U) � OQ p Q z° w Of a o w a o o a W O M w t - w Z z • • 4.r• Q Q •J O J Z m a E rn p%Q6,0 ...•r• A` O U)p m a W z a U W � CLQ 3 Q N N M M d Q vJ �t N M C X W V N �x LLL 3 U= rr U a LL s OF J Q W M w t - w Z o • • 4.r• Q Q •J O CC 0 0 • • U) W ••• C7� �00 Q p%Q6,0 ...•r• A` O roO J M a U W � 3 o� 0 �t ¢ 2 4 U Q W ai J Q W e w t - w �•�F'NC'r? • i Q~ Z • • 4.r• Q Q •J 0 U) CC 0 0 • • U) W ••• C7� O p%Q6,0 ...•r• A` � w£� w t - w a � w£� z O � a U z om a ¢ 2 4 U Q W ai o C7 U LL s w m � W z ❑ �CD�> CO u N M UFC]O O LL > LL 0 �/' �•• 0 0 m 00 L) VJ r _ l a p O v 2 rr�/i Xp Vi LL J 'A; � N a x„m 0� �QFF U�3N x° w t - w a � a U z om 2 4 U Q W ai U w � u UFC]O a F O . _ l a p O v 2 rr�/i Xp Vi U zQN J 'A; � N z3o 0� �QFF U�3N x° w z�3H z �z z w O O U ¢ uj Z q w a� 0 F LU x F W O J w oa W w l�-OU U¢ > Fa3 wF- UO F- "3M 01 N Q Q' aOrl H OxF F�i O w” U �F - 3 Foz 0 z w oww � QLli }I .UowF' O Y i� v X w z zU 3 U pm a we w COMcheck Software Version 4.0.4.1 Interior Lighting Compliance C�-i#jcate Pr=oject Information Energy Code: Project Title: Project Type: Construction Site: 6101 W 38th Ave Wheat Ridge, CO 80033 Additional Efficiency Package Unspecified Allowed Interior Lighting Power 2012 IECC Home Collective Yoga Studio New Construction Owner/Agent: ' � fid• A e`N.s�!� 11-02 ; A%- Designer/Co Thompson Engineering, Inc. 1615 California St. Suite 301 Denver, CO 80202 303.991.0991 A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -Yoga Training (Gymnasium/fitness center:Fitness area) 1383 0.90 1245 Total Allowed Watts = 1245 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1 -Yoga Training (Gymnasium/fitness center:Fitness area) LED 1: A: Fan Light: LED PAR 12W: 1 2 12 24 LED 2: B: Fan Light: LED PAR 20W: 1 1 20 20 Compact Fluorescent 1: C: Wall Sconce: Quad 2 -pin 28W: Electronic: 1 11 28 308 LED 3: D: Pendant: LED Linear 8W: 1 6 8 48 Total Proposed Watts = 400 Interior Lighting PASSES: Design 68% better than code Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.4.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Project Title: Home Collective Yoga Studio Report date: 04/20/17 Data filename: S:\Data\Project Files\2017\2017-030 Home Collective Yoga - Studio Spinnato\COMcheck\Electric Page 1 of 6 17.4.20.cck COMcheck Software Version 4.0.4.1 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 Review Complies? Comments/Assumptions C103.2 Plans, specifications, and/or ❑Complies [PR4]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the interior lighting Applicable and electrical systems and equipment❑Not and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier3) Project Title: Home Collective Yoga Studio Report date: 04/20/17 Data filename: S:\Data\Project Files\2017\2017-030 Home Collective Yoga - Studio Spinnato\COMcheck\Electric Page 2 of 6 17.4.20.cck Section # Rough -In Electrical Inspection Complies? Comments/Assumptions & Req.ID 0405.2.2: 'Automatic controls to shut off all ❑Complies 1 building lighting installed in all ❑Does Not [EL22]2 buildings. ❑Not Observable ; ❑Not Applicable C405.2.1. Independent lighting controls installed ;❑Complies 1 :per approved lighting plans and all :❑Does Not [EL23]2 manual controls readily accessible and:❑Not Observable ;visible to occupants. El Not Applicable C405.2.1. Lighting controls installed to uniformly ;❑Complies 2 reduce the lighting load by at least ❑Does Not [EL15]1 50%. ❑Not Observable: ❑Not Applicable C405.2.2. Daylight zones provided with ;❑Complies 3 individual controls that control the :❑Does Not [EL16]2 lights independent of general area ;❑Not Observable lighting. ❑Not Applicable C405.2.3 ;,Sleeping units have at least one ❑Complies [EL17]3 :master switch at the main entry door E❑Does Not that controls wired luminaires and ; switched receptacles. ❑Not Observable ❑Not Applicable 0405.2.2. ,Occupancy sensors installed in ;❑Complies 2 required spaces. :❑Does Not [EL18]1 ;❑Not Observable: j❑Not Applicable C405.2.2. Primary sidelighted areas are ;❑Complies 3 equipped with required lighting E❑Does Not [EL20]1 ;controls. ;❑Not Observable j❑Not Applicable C405.2.2. Enclosed spaces with daylight area ;❑Complies 3 under skylights and rooftop monitors ❑Does Not [EL21]1 are equipped with required lighting ;❑Not Observable ;controls. j❑Not Applicable C405.2.3 ;Separate lighting control devices for ;❑Complies [EL4]1 ;specific uses installed per approved '❑Does Not lighting plans. ❑Not Observable! ❑Not Applicable j C405.3 ; Fluorescent luminaires with odd ;❑Complies [EL19]3 ; numbered lamp configurations that :❑Does Not are within 10 feet center to center (if ❑Not Observable recess mounted) or are within 1 foot edge to edge (if pendant or surface ;❑Not Applicable mounted) shall be tandem wired. C405.4 Exit signs do not exceed 5 watts per ;❑Complies [EL6]1 ;face. ❑Does Not ❑Not Observable; j❑Not Applicable C405.2.3 ;Additional interior lighting power ;❑Complies [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is ,automatically controlled and ❑Not Observable .separated from general lighting.❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Home Collective Yoga Studio Report date: 04/20/17 Data filename: S:\Data\Project Files\2017\2017-030 Home Collective Yoga - Studio Spinnato\COMcheck\Electric Page 3 of 6 17.4.20.cck 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Home Collective Yoga Studio Report date: 04/20/17 Data filename: S:\Data\Project Files\2017\2017-030 Home Collective Yoga - Studio Spinnato\COMcheck\Electric Page 4 of 6 17.4.20.cck Section # Final Inspection Complies? Comments/Assumptions & Req.ID C408.2.5. I Furnished as -built drawings for ❑Complies 1 :electric power systems within 30 days ;❑Does Not [FI16]3 of system acceptance. ;❑Not Observable ❑Not Applicable C303.3, Furnished O&M instructions for ;❑Complies C408.2.5. systems and equipment to the ❑Does Not 2 [FI17]3 building owner or designated representative. I❑Not Observable ; j❑Not Applicable C405.5.2 Interior installed lamp and fixture ;❑Complies ;See the Interior lighting fixture schedule for values. [F118]1 lighting power is consistent with what ;❑Does Not is shown on the approved lighting L❑Not Observable plans, demonstrating proposed watts ;❑Not Applicable ,are less than or equal to allowed watts. C408.3 Lighting systems have been tested to ;❑Complies [FI33]1 ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Home Collective Yoga Studio Report date: 04/20/17 Data filename: S:\Data\Project Files\2017\2017-030 Home Collective Yoga - Studio Spinnato\COMcheck\Electric Page 5 of 6 17.4.20.cck Project Title: Home Collective Yoga Studio Report date: 04/20/17 Data filename: S:\Data\Project Files\2017\2017-030 Home Collective Yoga - Studio Spinnato\COMcheck\Electric Page 6 of 6 17.4.20.cck COMcheck Software Version 4.0.4.0 Mechanical Compliance Certift Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: 6101 W. 38th Ave Wheat Ridge, CO 80033 Additional Efficiency Package Unspecified Mechanical Systems List Quantity System Type & Description 2012 IECC Home Collective Yoga Studio Wheat Ridge, Colorado 5b New Construction D. ucF� 11502 a�s�orval�A� Owner/Agent: Designer/Contractor: Thompson Engineering, Inc. 1615 California St. Suite 301 Denver, CO 80202 303.991.0991 HVAC System 1 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 110 kBtu/h Proposed Efficiency = 95.00% Et, Required Efficiency = 80.00% Et Fan System: None Mechanical Compliance Statement Compliance Statement: The proposed mechanical design 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 4.0.4.0 and to comply with the mandatory requirements listed in e InspectirChecklist. —_ Name - Title Signature Date Project Title: Home Collective Yoga Studio Report date: 04/20/17 Data filename: S:\Data\Project Files\2017\2017-030 Home Collective Yoga - Studio Page 1 of 7 Spinnato\COMcheck\Mechanical 17.4.20.cck eCOMcheck Software Version 4.0.4.0 l�(J 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 3 # Plan Review & Req.lD j Complies? Comments/Assumptions C103.2 Plans, specifications, and/or mplies [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 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Home Collective Yoda Studio Report date: 04/20/17 Data filename: S:\Data\Project Files\2017\2017-030 Home Collective Yoga - Studio Page 2 of 7 Spinnato\COMcheck\Mechanical 17.4.20.cck # i Footing / Foundation inspection Complies? & Req.ID C403.2.4. Freeze protection and snow/ice ❑Complies 5 melting system sensors for future ❑Does Not [FO9]3 connection to controls. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: Comments/Assumptions F1, High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 ,Low Impact (Tier 3) Project Title: Home Collective Yoda Studio Data filename: S:\Data\Project Files\2017\2017-030 Home Collective Yoga - Studio Spinnato\COMcheck\Mechanical 17.4.20.cck Report date: 04/20/17 Page 3 of 7 Section # Mechanical Rough -In Inspection Complies? Comments/Assumptions & Req -ID C403.2.3 HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values. [MESS J2 ❑Does Not ❑Not Observable ❑Not Applicable C403.2.5. Demand control ventilation provided ❑Complies j 1 for spaces >500 sq.ft. and >25 ❑Does Not JME5911 people/1000 sq.ft. occupant density ❑Not Observable and served by systems with air side ❑Not Applicable economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. 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 ❑Not Applicable Inspection. 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 [ME 10]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 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 ❑Not Applicable demand. C403.2.6 Exhaust air energy recovery on ❑Complies [ME57]1 systems meeting Table C403.2.6 ❑Does Not ❑Not Observable ❑Not Applicable 0403.2.11 Unenclosed spaces that are heated ❑Complies '^ (ME71]2 use only radiant heat. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: -------- - 1 I High Impact (Tier 1) - 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Home Collective Yoda Studio Report date: 04/20/17 Data filename: S:\Data\Project Files\2017\2017-030 Home Collective Yoga - Studio Page 4 of 7 Spinnato\COMcheck\Mechanical 17.4.20.cck Section # j Final Inspection Complies? Comments/Assumptions & Req.ID 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 [F13111 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) Project Title: Home Collective Yoda Studio Data filename: S:\Data\Project Files\2017\2017-030 Home Collective Yoga - Studio Spinnato\COMcheck\Mechanical 17.4.20.cck 3 ', Low impact (Tier 3) Report date: 04/20/17 Page 6 of 7 Project Title: Home Collective Yoda Studio Report date: 04/20/17 Data filename: S:\Data\Project Files\2017\2017-030 Home Collective Yoga - Studio Page 7 of 7 Spinnato\COMcheck\Mechanical 17.4.20.cck i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE n .Inspection Type:�C -L l Job Address: w%'-- ermit Number: T7w 1 c ❑ No one available for inspectiTime AM/PM Re -Inspection required: YesDNo ee When corrections have been made, call for re-inspectib 303=234-59: Date: `f �> Inspector:Jell' ,�' A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �- Job Address: A ��' ❑ No one available for inspection: Time AM/PM r � Re -Inspection required: Yes No When corrections have been made, call forre-inspect` `at 303-234-5933 Date: z �_-� / Inspector: �" 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: t✓yvJ Job Address: `6 % 41yl 39' Permit Number: \? ® /% C 0 A ❑ No one available for inspection- Timed / AM/PM Re -Inspection required: Yes (No, When. corrections have been made, cafl for re-inspeofi n at 303-234-5933 Date: �'�' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: PU �J Q / 1 ' Job Address:'' �� 3 � A/r =- ❑ No one available for inspection: Timef/ E AM/PM Re -Inspection required: Yes /No When corrections have been made, call for re -in spe t+ a'-303-234- Date: x303-234-Date:/— 11? Inspector: .t-1 DO NOT REMOVH/S 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: P- i Job Address: U 10 14 3bil-k &q Permit Number: . �Lv1:100 15 1 `7 �1✓- & No one available for inspection: Time 1 AM PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: 6/it, 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: P�- Job Address: ( 9 1 D Permit Number: 2"C> 1 :11 (-)0 S ! ❑ No one available for inspection: Time,'* AMPM Re -Inspection required: Yes (No When corrections have been made, call for _re -inspection at 303-234-5933 Date: `—L-inspector:�'�'' DO NOT REMOVE THIS NOTICE � 4 i CITY OF WHEAT RIDGE -.A Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L _'' Job Address: 6 { b ) w �_*� A $1/9 - Permit Number: �2,n I 0c3 S �i 3 (a .� 2 11 E] No one available for inspection: Time ? `' } ., �M/PM Re -Inspection required: Yes `N4. * When corrections have been made, call for re -inspection at 303-234-5933 r� Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: z 0 VU— Job Address: (o 10 t 1k) . 3 S Permit Number: 2� cac�7 ❑ No one available for inspection: Time I t 0 U AM/P Re -Inspection required: Yes 'Mo I—__. *When corrections have been made, call for re -inspection at 303-234-5933 Date:, -',5 -- 10 — 14.- Inspector DO NOT REMOVE THIS NOTICE (citt 0 W id PMENT COMMUNITY DFvEi.o * I * . I s- 0 1 . . 0 0 Address: City, State, Zip� 000toictor E-mail UNMEMESM Plumbing� W.R, City License # 111"Alk Alk"C' vox: A.A1,41,4A Date: PlanlPermit # Plan Review Fee: 03M= • Complete all information on BOTH sides of this form NEW COMMERCIAL STRUCTURE Q ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE 0 COMMERCIAL ROOFING COMMERCIAL ADDITION [I RESIDENTIAL ROOFING RESDENTIAL ADDITION 0 WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc,) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT F ECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT 7HER (Describe) Lfle'IJ4' UJO MUM a.= aacto e>/0-ew-loy- sum- -05 1 Gallons SM OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ccrtifv, 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, casements or restrictions ofrecord, that all measurements shownand allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibi lity for compliance with applicable City ot'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. 0RCLE ONE TRACTOR) 2r (AUTHORIZED REPRE,5EiV'r'tT)V5') of, (011, IE�SR) . (CONTRACTOR) _PRfNT NAME: ZLt ?4 SIGNATURE: w.DATE: Building Division Valuation: EMMM - # You must complete this sheet and include it in the submittal package for any new wall signs, You will also need to create a site plan and a detail sheet of the signage. Project Address: Contractor: _L'�L�Tyxc I �o , -5 \ 61 �"I \,L), c" �J You are allowed I square foot of signage for every I linear foot of wall to which you are attaching a sign. Wall 1 -IQ J_ feet Wall 2 - feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the well sign. Wall I allowable signage- D I square feet Wall 2 allowable signage- square feet Wall 3 allowable signage- square feet 0 n nz Ile 19 Fv, 2 nz '4a.a ezt �g a 3 t t 3 d floca� auaaxxsa? d d 1 1 ii�4t€ kdi sw Ul y�y 111 • 1« 4 ° 4 �, Y 11► M} i } Ik s e • i M1 N1 i 1� sw Ul 11;59 P.M. IV I I( City of Escrow/Letter of Cred Wh6at,p *d "4 ,,.,gc Transmittal Sheet �COMAMUMTY Drvaoll'i I An escrow agreement has been °© for parking of striping for the property located at 6101, W. 38h Avenue. The escrow is in the amount of OZ= Land and parking under Planning & Develgipment.- parking lot F1 Street Improvements under Public Works: The escrow sball be beld by the City as reimbursement to offset cost to City Name Date # • In the event that landscaping is not installed by June 1, 2016, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. Kamp MEMMMUMM= General Contractor Signature �e�r- Print Name lol W � -Z Business Address / Phone t U S Date Title 011 OMheat Ridme, Colorado 1A By: Title: Date:— Melissa From: Phil Goddard <pgoddard@buildingcci.com> Sent: Wednesday, January 06, 2016 12:18 PM To: Liz Keltner Cc: Melissa Mackey; Meredith Reckert Subject: Re: hOMe Collective Thank you for the letter explaining how you will provide the same services on the first floor, which is accessible, that are provided on the second floor. Based on IBC Section 3411.4.2 for an existing building condition, we accept your operational plan as meeting the requirements of this section: 34.11.4.2 Complete change of occupancy. Where an entire building undergoes a change of occupancy, it shall comply with Section 3411.4.1 and shall have all of the following accessible features: 1. At least one accessible building entrance. 2. At least one accessible route from an accessible building entrance to primaij,finction areas. 3. Signage complying with Section 1110. 4. Accessible parking, where parking is being provided. 5. At least one accessible passenger loading zone, when loading zones are provided. 6. At least one accessible route connecting accessible parking and accessible passenger loading zones to an accessible entrance. Where it is technically it?k.asible to comply with the new construction standards for any of these requirements for a change of group or occupancy, the above items shall conform to the requirements to the maximum extent technically feasible. Exception: The accessible features listed in Items I through 6 are not required for an accessible route to Type B units. cc: permit file Philip C Goddard,, C81, Chief Executive Officer 191, 3190 S Wadsworth Blvd, Suite 220 1,akewood, CO 80227 USA 303-973-7766 x 101 direct 720-273-3225 cell 303-380-0060 fax www.,buildinorccixom On Wed, Jan 6, 2016 at 12:08 PM, Liz Feltner <elizabetl-t.keltnerap-mailcom> wrote: Philip, vic on the ADA first floor when necessary. I'm also attaching the floor plan for the first floor with offices A and being designated as accessibility offices to be used as needed. I Please confirm that this is what you need for me to move ahead with getting the striping in escrow and the CO tomorrow. If you need anything else, just let me know! Thanks so much for your help, UE Liz Keltner, LCSW & Certified Yoga Therapist www.bodvandmindali.gn.coin 303.514.1976 LE body -centered talk therapy +► count of mate rials to used, etc.) r� i � ' a` d t'r"E t art" 1 1 41 C S 1 S q. FULF Btu's Gallon Amps Squares Other Projed Value: (Contract value or the cost of II matedals and labor Included In the n Ir pro c ---1 Buil ding Division Valuatio Melissa Mackez IIII III III WIN From: Mark Kuepper <markkuepper@icIoud.com> Sent: Friday, March 27, 2015 11:07 AM To: Melissa Mackey Subject: 6101 w 38th ave Replace sewer service, 30'of interior outside through property to tap in middle of street. Full Line replacement, commercial property. Sent from my Wad 0 Building r it Application Mailing Addre if different than property address) Address: ('0101 a fin 4A-r- Ci late, Zip: ( c) Archlte+~Wr alneer E -mail: Phone Complete all information on BOTH sides of this form . F'ULF Btu's Gallons Amos ouaraa" t"}ihhar e • � s .oa o ^• M• s . Buildin Division Valuatio FRS Geotech, Inc. 1441 W. 46th Ave., Suite 14 Denver, CO 80211-2338 January 5, 2015 Mr. Klint Meacbum Belfor 5085 Kalamath St. Denver, CO 80221- Phone: 303/477-2559 800/386-3136 FAX: 303/477-2580 e-mail: frsgeo@ix.netcom.com Re: Lab Number 120235 Project: Carl Taylor, 6101 W. 38thAve. Dear Mr. Klint Me chum: A copy of your Chain of Custody is attached for your convenience. This report is considered highly confidential. Results will not be discussed with any person not associated with you. Please call if you have any questions about this work. Ll� I David A. Schroeder, Ph.D. Data Controller MWOMM FRS GEOTECH, INC. 1441 W. 46th Avenue, Suite 14 D .: 80 30 3/477-25 80 Client: Bel ow: BY Lab No.s120235 Project III: e l Taylor, 6101 W. 38th Av e. Page: 1 of , Percent Sample J* DILD-4LI-a An alyses (percents determined by visual estimation) Sample Number: 1 * f ._ ..�... 1. f B 1 L... Q - N3 ** I * 1 10 * *� `race <1 Nonfibrous Maternal ._ 1 * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None etected. ]A r- , Analyst. I k' Date: p 1 C (15! 1 Mary Coop rr' er FRS GEOTECH, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 Phone: 303/477-255� 800/386-3136 Fax: 303/477-2580 Client: Belfor Lab No .:120235 Project ID: Carl Taylor, 6101 W. 38th Ave. Page: 2 of 4 Percent Sample BAMaLe-maw= AAh"-tQS- 2SLta —* DILQ41-1 a �z Mn M Analyses (percents determined by visual estimation) Sample Number: Z-LI � 31- Layer Percent: 97 1 2 100 50 Synthetics Other: FRS GEOTECH, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 Client: V ZED LIGHT OSCORY (ELM) EPA-60UR--9341JA Belfor RAVATUO-VO Lab No.:120235 Project ID: Carl Taylor, 6101 W. 38th Ave. Page: 3 of 4 Percent Sample BAM219-rambQL ARboAt2a P-41g rx Tan insulationl 1 10 Analyses (percents determined by visual estimation) Sample Number: 3--LB-L- A2t— A-IAL— I A—Lfi— Layer Percent: 50 100 88 3 3 Nonfibrous Material ----- 5_ 25— Composite analysis (multilayered sample, see individual layer analyses). ND means None Detected. Analyst Date: Dj 1 _LQaL Matk'Cooplerride/ FRS GEOTECH, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 Phone; 303/477-25 800/386-313 Fax: 303/477-2581 Client: Belfor Lab Idea .:120235 Project ID: Curl Taylor, 6101 W. 38th Ave. Page: 4 of 4 Percent Sample p9§Xmiatim 141 rWhite connound or tg1xtU1g--xwith-_WbAJ Analyses (percents determined by visual estimation) Sample Number: 4 rD1 A—JFI_ 5 * 5-LAL— Layer Percent: 3 3 100 50 50 Nonfibrous Material __L Q2_ 1 —iQmL— Composite analysis (multilayered sample, see individual layer analyses). ND means None DethIcted. 1A . T Analyst: ` Date: kJJ_Q_V15 of Cooperride/ FRS Geotech, Inc IINT 10 A0 1-303-477-25 1-800-386-31 &QAYk VI All La * , C�A' e-mail: frsgeo*ix.netcom.com, WN iill!il!ii;�ll!l Fiffliff $7, irl T# I W T## U M T# a #72 5ampke Aiking Ashing is a preparatory procedure carried out to eliminate many interterents and asbestos "look-alikes." A porti of the LAMle is Rlaced in a fumace at 500 Celsius fo_r between I and 4 hours, the actual time varies i 4 would be 1 0%. All ashed samples are • noted on the Final Report. QA M-C Ero—mednm and OR Unad—WoM—oLAS—na—lones All laboratory tests are performed according to rigid QA/QC guidelines, and analytical results are traceable known reference standards and procedures. In addition ♦ the legal requirement that 10 of all samples received be analyzed, FRS Geotech re-analyzes all samples for which a trace to 3% asbestos is reported. L The New Method (EPA/600/R-93/116) contains the following Suggested Acceptable Error Table for P analyses with quantification by visual estimate over 100 fields of view: tesi Kit Do cumentat! n Form I/z / li • i • s A �. w IE Email: ;t rtified Renovator. Renovation Add ress- 40 Unit M .., r code , :a d Certifi N ame: i • • « Renovation Address: 1.4 Air N . Unit pity. , State: G to ,Zip cads; % >> Test Location #: Test Kit Used: (Circle only one� Test Kit #2 Test Kit #3 D escrip ti on of « « Result. Is lead present? (Circle only one) YES Test L ocation _« « « Test Kit #2 Test Kit #3 De of x « • .. Re .« « only e« Test Location #: _3 Test Kit Used: (Circle only oneyj��� Test Kit #2 Test Kit #3 w De of « « ' . l� Test L oca ti on ". Us ed : on «...,. ..: Description of test location: Result'. Is lead present? (Circle only one) YES NO Presumed Test Location #- Test Kit Us ed: o nly one) Test Kit #1 Test Kit #2 Test Kit #3 Des crip ti on o f t l Re sult: l ead prese (Circl o «...,, N O P resumed Test Location #: Test Kit Used: (Circle only one) Test Kit #1 Test Kit #2 Test Kit #3 Description of test location: R esult: l ead p r e sent? (Circl o nly on e) YES NO • ..« him � Y � M IF f M M SL W • • E + k ®�® City of 7160 3901 9844 2844 7580 �f Wheat'j M • ° COMIJNITy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29'" Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2855 F: 303.237.8929 February 25, 2011 Ms. Carolyn Jones Taylor 6101 W.38`"Avenue Wheat Ridge, CO 80033 RE: Potential Fire Hazard/Life Safety issue Dear Ms. Taylor, It has come to the attention of the Wheat Ridge Building Division that an alteration of a fire -rated door and addition of a locking device that is not compliant with applicable building codes may have occurred at the above address and that such alteration potentially poses a threat to the life and safety of the occupants of the structure. The Building Division takes complaints of this nature very seriously, and we respectfully request that you contact us in order to assist us in confirming or denying these reported violations. An onsite inspection of the condition would be very helpful to us in assessing the validity of this complaint and documenting the existing condition. Please feel free to respond to me concerning this matter either in writing to the above address or to contact me via telephone between the hours of 8:00 a.m. and 5:00 p.m., Monday — Friday. Thank you for your assistance in resolving this matter. Resoectfully, �f m S umacher, Jr., CBO Chief B ' ding Official 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303 -235 -2853 Fax: 303 -234 -2857 www.ci.whcatrid I P City of Wheat�idge CQh9MUNITY DEVELQPMENT www.ci.wheatridge.co.us I .� .. G sour al y H. Taylor Architect / Engineer 6101 W. 38th Avenue Wheat Ridge, Colo. 80033 phone 303- 421 -0023 fax 303 -423 -4661 E -mail taydeadend @att.net January 20, 2011 To: Carol Jones Taylor It has come to my attention that the locking devises of hasp type hardware on the door(s) (see sketch) and into each jamb of the frames(s) as well as the lockset from the second level of 6101 W. 38 Ave. have been installed by Carol Jones Taylor and her locksmith and these actions, in my professional opinion, are against the 2006 IBC building code. This violation causes a problem with egress and life safety as well as access by the ;fire- department. It is my belief that the new keys are not in the Knox box as required by the fire department. Dale Squillace ( 1.0900) of Colorado Doorways confirmed that the modification to the door(s) violates the UL rating for 20 minute rated door and frame as required by the IBC 2003 & 2006 (no modifications shall be performed on fire rated assemblies in the field). Accordingly to Dale Squillace repairs or replacements of these doors and frames shall only be performed by Colorado Doorways to maintain the required fire rating as they are the UL rated company for these doors and frames. It is my intent as a licensed Architect, to relieve and remove myself from all responsibilities for these actions. Since you and your agent compromised'these door assembles it is your responsibly to repair /replace them immediately. X If the above are not accomplished by February 3, 2011, Colorado doorways will be engaged at your expense to complete the work_ Gary Taylor, Architect & Engineer I +fFSP- 5t.:rpr� ' 00 F ; F s l< �0014 545-7 with key-opekated?16ckihg. devices ,from tbee#esa F not b6 lrequired to pas side provided:'n equip edVith a� d9ayi p 2.1. The. locking I device is readily distinguish- exi t. able as locked, s ;": Y­ 1. The doors unlock ?r eadily vi 'd ?. n P 'o is er :SysteM. xir or ,�4 er ' e 0 r. a ' t �s ij tem. s IN s tating H The doors un lgcl �D UNLOCKED N BUILDING IS WHEN OCCUPIED. The sign shall be in letters 1 The door locks s. inck• (15mim) higfizon a contrasting back- 11 m! 0 I cked = y, a sib ter. 2.3. The use of kcy­uperated�lockmg device,:. 4. The initiation of is reyokable.bythe building official for due release the laiciii a force of not r 3. Where egress doors are used in pairs, approved : applied for 1 see I automatic flush bolts shall be permittqdt4Rbeused, Lion of the irre v, provided that thedooijeof,ligy.i.Ag the automatic A audible signal ' fhiah�,Bolti: has juo d6orkhob"oir s';rfice-'irounted d lo6ijias be hardware. ,por forde to'tfie r,616ti, 4. Doors, from individual dwelling or sleeping units manual: means of of Croup R'occupahcies having an'occupant load Exceotion:,8 of 10 or less are,permitted to equip with a be-,equi more than , WM —provided P1Bl - log *oWtom � * , low such-d6vices; are opec6b%,`fi6ifi'the inside without s 'of 5. A shall be m the 'use a key or tool. an within -12 i 10 0.8aAk-11 It locks.' .) W_"w" 046660 devic&',�readin gw � 4c , 6! • � Wd� SOUNDS J)OO 'SECONM" Excer�60ns: 6' ., Emc�rgency, lit 1. On doors not required for egress,in iq� d or sleeping units. 1008.1.8 $tairyyqy egress doors' shall be , qr4 serves a storage 2. Where a pair. of do Seqqip, the use of a key or spe meat room, operuted,,9dgp- o r lur faco - no 4#ted,. bolts are permittod on inactive leaf, 1. Stairway disi 10 Unlatching. ' I g Yl �N R. from the egr( A 4 0 1 1 ­1� A, _Mq Maga MMM"'MIN from the, bpp, Exceptions: 2. This section s 1. Places of detention or. restraint. accordancp.)A rg 2.'Where man all' ted b6fflo pe 3. 1 -'stairwaygi 7 doors are er th"y S ection. 8�.4, opposite' the 3. Doors with automatic .flush bolts ,a&peygA'tto; ojenable:fT,6,' by Section- 100 &.1,8.3, _Acep#qn,3. being UUlol Doors,' from, individual dwellini•units�andl ,uplatchiRg- u sleeping units7qf jjr&hp-P, oQcupancieS4 mand center, 'mitted;by'S.ection -i3O68. gency persot 08.1.8,6, , I lis ted ,: ,J0 )ek#yp_qi. ; %Ms (*s. Approve,, J� Aq d 'the main enti 2006 iNTERNA 600(EOI MEA6-bFEGRZSS actuation of the automatic Belay =of ,not are ki r' :v dufing'jSeriodsPtha I';: shalliYSman'secnte i�; `-`pe�od�ufl,Sc'etapatie; � `- a4tofe' t3iea`ns .of a; equipped` with hoc ' 1008.1,4 Fldo"i'txle�af on eaphUdeof aidoor same elevation on:eac level except for extei ;Rave a sidpeol fo'd'�c Exce :- ' Screen doors and storm d ted to swing over stairs or t ifor.in Section 1003.5, X18:2,. which are not on as ,not to be ?its or Type B units, the tivay shall not be more Q below the top of the �r, other than anexterior rot'swih2bver the land- is occupied:. The grilles nCral+pttblid Where two or ret)uired not more than access=doorways shall be tttiu'g''or vertical.security shall -be a fi6or or landing it orlandingshall be at the he door,; Landings shall be ,!,,which are permitted to nit'vertica] in 12 units hori- servingindividual dwelling"unitsin Groups idR'3,wkere'the following apply;: A 6&'is`petmitted to open'at e ° top step of n interior flight of stairs, provided the dour does not swing over the'top step. r, ,:�i, � Acaess�bleir �M r'Y" r. l of the adjacent inte- it. ;s shall have a width rthe door, whichever ion Shall not reduce a kes(178'mm). When 56 'or more, doors in anding to less than >' greater> than °•one unit two units horizon (30- perconUSlope�)i . t �`'",; Ezeepiiorii,Th' tb`rt'st #1 height shall"b' limited to 7. 4n6hes (19x7' ;id&) he occupancy is Group R -2 R =3; th& dbc r18 an'extetior door that is not a compom "of the requited means of egress;1he=door, other than landing or step and the,db - 'd ay is. not on an accessi route as regnired by'Cha`pter ll and is not pait'of cebetween two doors series shall be 48 inci mm):minimurn plus - width of a door swinging into:the space; Doors in a se shall swing.-- either.in the same direction or away from space between the doors.: Exceptions: 1. The minimum distance between horizontal slic power- operateddoors in.a, series shall be 48 inc (1219,mm), 2. Storm :and seY3itfgindividuAl du ingunits in btdups R -2 andR =3 neednothe spa 48sihch&(1219 mm) from the other door. 3.-Doors within individual dwelling uni ts'in Grc ,R -2 and R -3 other.ahan,within Type A dwel units. by thi's section' egress door`s sHtill.be teat the egress side without the use -of a key keor y effort. 10081.&1" Ha tlwaie Dgor - handl locks and "other operating deS166s.6 `d accessfbleby Chanter 11 shallJYot4ed tight pinching or twisting of the wrist, to operate - 1008:1;8:2 ,Hardware height.,: handles, latches, locks and other operating devices sl installed 34 inches (864 mm) minimum and 48 (1219 mm)'itraximum abdve`the finished floor. r, ns m elevation due to differences in finish 9, butnot more than 0.5 inch.(12.7 mm). Hzkks'patios or'balcbnies that are part of �1II -. " "' �ltiR� `IIJTCI3NJ•TJl1N6'11knlibifan twitt -'-one- rEglsired wiflth;-Landings, shall,have a length self - latching devices aze not also,self- locking devic measuredm�thedttectYOn of.travel of Hatless than 44 inches operated by,means;of a key, electronic openerbr in it gral combination lock. ExL6ptlon:lIi'gmdmg <.16ogtH in ;the direcdov of travel in ;, - 1Q081.$,3,L.oc1 and;latches. Locks and'latches sh Groups R - 3<a6d U and v4ith n.individual -units of Group be permitted to pr eventoperation'of doors where any R 2'n'eed'hot t~xeeed 36 inches (914 mm). ; . the following exists: li 1008A.6 Thresholds.''Thresholds at doorways shall not 1. Places ofd'etentiondrrestrainC' exoedd 0.75- inch'(19 liii=) m heig�lYtfor`'shding doors serv- 2. In buffiliAgtsi -ih occupancy &cup A liaving ingrdwelhtlg;iinits or'OdS -mch' (12:7!. mm) far other doors. oceupantload)of 300 orless, Groups BT, M and Raised tllyd"llls and floor level ehdnges greater than 0.25 and ui rehgmous worship, the main ej inch( fi. 4mnT)' dtdoorwaysshallbe beveled with a slope not nor door or�d`ors ate permitted to be equipp ns m elevation due to differences in finish 9, butnot more than 0.5 inch.(12.7 mm). Hzkks'patios or'balcbnies that are part of �1II -. " "' �ltiR� `IIJTCI3NJ•TJl1N6'11knlibifan twitt 02/27/09 07:46:17 City of Wheat Ridge Page 1 bp701-ls PERMIT INFORMATION - 070816 mmackey PERMIT INFORMATION: Permitp: 070816 Permit Type: Res. Add Structure Permit Dt: 08/06/2007 Expires: 02/26/2009 Address: 6101 W 38TH AVE Parcel Cd: 39-243-00-052 OWNER: TCA Properties Address: City/St/Zip: LAND PARCEL INFORMATION: Zone Cd: Commercial DU: 1 Funct Use: Unassigned Last Zone Dt: Subdivision: Unassigned Annex Dt: Cent Type: Miscellaneous Lot: Block No: 0 Legal: JOB DESCRIPTION: residential loft above a commercial space per attached SetBacks-Front: 0.0 Left: 0.0 Right: 0.0 Back: 0.0 FEES QTY DUE PAID: Permit Fee 85,000.00 1,155.45 1,155.45 Plan Review Fee .00 751.04 751.04 Plan Review Addtiona .00 30.50 30.50 Total Valuation 85,000.00 .00 .00 Use Tax 85,000.00 1,530.00 1,530.00 3,466.99 3,466.99 CONTACTS: owner TCA Properties 3034210023 sub CIA Team Electric Inc. Tom Ryckman 1455 S. Lipan St. Denver, CO 80223 3036982110 sub CL9 Dakota Air Conditioning & Heat 13758 W. 59th Place Arvada, CO 80004 3034253349 sub CIS Phil Zerr Plumbing, Inc 6787 E. Orchard Rd. Englewood, CO 80111 3034197063 go CL1 TCA CONSTRUCTION, INC 6101 W. 38TH AVE. WHEAT RIDGE, CO 80033 4210023 PARCEL INFORMATION: 10 Structure Type 605 20 Year Built 1921 30 Property Type COMMR PERMIT CONDITIONS APPROVALS: REQUIRED INSPECTIONS STATUS PERMIT NOTES: 08/09/07 JS: Adendum approved and inserted into city copy. Plan review fee of 1/2 hr ($30.50) required. 08/06/07 DS: Must have smoke detection per code. Must be hardwired throughout & between levels w/ battery backup. 08/06/07 CREATED FROM APPL$ 07-0209 08/03/07 OK - TRC Mr. Taylor brought in information regarding non-flammable constructionfor the addition. OK to issue. ' 07/24/07 FAXED MR. TAYLOR TAUS LETTER, PUT PLANS IN BILL'S AREA. 07/17/07 plans approved by Bill Mazowski® 2:51 p.m. 07/11/07 sent to Bill - need corrections. See comment sheet dated 11 July 07. INSPECTION INFORMATION: 4 TYPE CONTRA CALLED CNCL WHO RES DT INS DT STATUS 1 FRI:Framing Rough Insp. 10/26/07 no is 10/26/07 10/26/07 PARTIAL 02/27/09 07:46:17 City of Wheat Ridge page 2 bp70l-ls PERMIT INFORMATION - 070816 mmackey 2 MID :Midroof Insp. 01-8322 11/15/07 no KC 11/16/07 11/16/07 COMPLETE 3 EFI :Electrical Final Ins 02-1382 11/20/07 no KC 11/21/07 11/21/07 PARTIAL 4 pri :Plumbing Rough Insp. 01-9444 12/14/07 no kc 12/17/07 12/17/07 PARTIAL 5 eri :Electrical Rough Ins 02-1382 12/14/07 no kc 12/17/07 12/17/07 PARTIAL 6 fri :Framing Rough Insp. 01-8322 12/14/07 no kc 12/17/07 12/17/07 PARTIAL 7 mri :Mechanical Rough Ins 12/17/07 no kc 12/17/07 12/17/07 PARTIAL B FRI :Framing Rough Insp. 01-8322 01/24/08 no KC 01/25/08 01/25/08 PARTIAL 9 MRI :Mechanical Rough Ins 01-8322 01/24/08 no KC 01/25/08 01/25/08 PARTIAL 10 INS :Insulation 01-8322 01/24/08 no KC 01/25/08 01/25/08 PARTIAL 11 ERI :Electrical Rough Ins 02-1382 01/24/08 no MV 01/25/06 01/25/08 PARTIAL 12 ERI :Electrical Rough Ins 02-1382 02/07/08 no MV 02/08/08 02/08/08 PARTIAL 13 FRI :Framing Rough loop. 01-8322 02/07/08 no KC 02/08/08 02/08/08 PARTIAL 14 INS :Insulation 01-8322 02/07/08 no KC 02/08/08 02/08/08 PARTIAL 15 MRI :Mechanical Rough Ins 02-0215 02/07/08 no KC 02/08/08 02/08/08 PARTIAL 16 fri :Framing Rough Insp. 01-8322 03/06/08 no kc 03/07/08 03/07/08 PARTIAL 17 eri :Electrical Rough Ins 02-1382 03/06/08 no my 03/07/08 03/07/08 INCOMPLETE 18 rof :ROOf Inspection 01-8322 03/06/08 no kc 03/07/08 03/07/08 COMPLETE 19 ins :Insulation 01-8322 04/10/08 no kc 04/11/08 04/11/08 PARTIAL 20 dws :Drywall screw/nail 01-8322 04/10/08 no kc 04/11/08 04/11/08 PARTIAL 21 eri: Electlical Rough Ins 04/14/08 no kc 04/11/08 04/11/06 COMPLETE 22 dws: Drywall screw/nail 01-8322 05/01/08 no kc 05/02/08 05/02/08 PARTIAL 23 MEC: Mechanical Inspect. 01-8322 05/01/08 no kc 05/02/08 05/02/08 PARTIAL 24 fri: Framing Rough Insp. 05/02/08 no kc 05/02/08 05/02/08 PARTIAL 25 gas: Gasline Inspection 01-9444 05/09/08 no cci 05/12/08 05/12/08 COMPLETE 26 ffi: Final Frame Insp. 06110108 no kc 06/11/08 06/11/08 INCOMPLETE 27 FFI: Final Frame Insp. 01-8322 06/11/08 no kc 06/12/08 06/12/08 COMPLETE 26 FRA: Framing Inspection 06/12/08 no kc 06/13/08 06/13/08 COMPLETE 29 INS: Insulation 01-8322 06/16/08 no kc 06/17/08 06/17/08 COMPLETE 30 dws: Drywall screw/nail 01-8322 06/24/08 no kc 06/25/08 06/25/08 COMPLETE 31 dws: Drywall screw/nail 01-8322 06/25/08 no to 06/26/08 06/26/08 PARTIAL 32 GMR: Gas Meter Release 02-0215 12/26/08 no KC 12/29/08 12/29/08 COMPLETE 33 EFI: Electrical Final Ins 02-1382 12/26/08 no MV 12/29/08 12/29/08 COMPLETE 34 MFI: Mechanical Final 02-0215 12/26/08 no KC 12/29/08 12/29/08 COMPLETE 35 BFI: Building Final Insp 01-8322 12/26/08 no KC 12/29/08 12/29/08 INCOMPLETE 36 pfi: Plumbing Final Ina, 12/29/08 no kc 12/29/08 12/29/08 COMPLETE 37 DWS: Drywall screw/nail 01-8322 02/10/09 no KC 02/11/09 02/11/09 COMPLETE 38 BFI: Building Final Insp 01-9322 02/19/09 no KC 02/20/09 02/20/09 INCOMPLETE 39 bfi: Building Final Insp 01-6322 02/20/09 yes cci 02/23/09 40 BFI: Building Final Insp 01-8322 02/23/09 yes KC 02/24/09 41 EFI: Building Final Insp 01-8322 02/24/09 yes KC 02/25/09 42 BFI: BUilding Final Insp 01-8322 02/25/09 no KC 02/26/09 02/26/09 COMPLETE ♦ i CITY OF WHEAT RIDGE r Bung Inspection Division 1 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: &04, Job Address: 11 1 ~IZ70V Permit Number: 07057e/ ❑ No one available for inspection: Time YS AM/PM Re-Inspection required: Yes "When corrections have been made, calf for re-inspection at 303-234-5933 Date: gZ261~9' Inspector. DO NOT REMOVE THIS NOTICE rO1 i C M d th O ' " C LU ~ 0 C p Cy ¢ m o c ~ N 0 M N a _ MMMO ~ o an o ~ C Q 926 L w %mom t C O .O 0 G. N T v H r rn m lC d 3 H 0 a to C w C V Q L d L O' L V V C x NI V C m Q 8 O N T H IF 0 M'5 '9 0 '7m vc~ ~ co O z -y W ~ U p H U' 0 u z j a z z " W a a a a a ~ J Z U' O L 03 F 0 V W z=' ti z U t J w a c Z z p LL w Z O ~ ` L ° f0 - _ z LL a 3 LL O O L LL. v ~ 7 Q v ~p O VL v - C ~ 5 (n v c v v ~ z UO 11 E E= c it w c a a c c ~ iE s ~ t w m H t W ~ ti V z W Z J V \ 2 W 10 c m ~ _ lp ~3 ~ 2 0` e!S E G ' e!f ~ E r ~ i: . S' S o r s' ° ~ LL U. Q LL O LW r V LL W..~ V J N Z ~ ~ y D V W Z Fa a w0 O z z a /V V r1 L-01 W W Is V d ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: _4 /lJ / ~ Asv C - Permit Number: 6:2 O S-16 ❑ 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: Inspector DO NOT REMOVE THIS NOTICE ~1I4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office " (303) 235-2857 Fax INSPECTION NOTICE inspection Type: ~r 47Mn0, Job Address/Permit Number: f tc . 3s x?✓r r>1~, /G 4 iI .5 nom( of//S ° sz~v r/fC E' c f K No one available for inspection: Time fe,7: rlR AM/PM Re Inspection required: <0e ~_No When corrections have been made, call for re-inspection at 303-234-5933 t. Date: f20~i~ Inspector: E.. DO NOT REMOVE THIS NOTICE k;. CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 411-1 73LUG, sat C/1 t 1:1~'6~ Job Address/Permit Number: M4~21 dl, j7g7.7 ' u7ap11, AryvJ-l .r Z,?,1: ,1,.W"A1 - or! 4g 27°L /a r7, ~?f ❑ 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: d~'gf aS Inspector: 2e DO NOT REMOVE THIS NOTICE ►~i CITY WHEAT RIDGE ~r Building Inspection Division 000 (303) 234-5933 Inspection line r (303) 235-2855 Office " (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 7i fc ll 4 1~ j l g Job Address/Permit Number: ~jJ ZE"v ❑ No one available for inspectip lrpe AM/PM Re-Inspection required: "Yes J ottj/ "When corrections////~~have been mad , II for re-inspection at 303-234-5933 Date:f* Inspector: ~ .i i CQMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: A;ZAW,~ Mr,)r' Job Address/Permit Number: . e~-i.fii7 Fi.~~✓~~iY~L'al'. ~~/:f}~"~/I~'✓ ❑ No one available for inspection: Time ; a AM/PM Re-Inspection required: CgD No *When corrections have beenmade, caU for re-inspection at 303-234-5933 Date: ?Z9,/~pS° Inspector: ' DO NOT REMOVE TH/S NOTICE CITY OF WHEAT RIDGE Building Inspection Division -5933 Inspection line ~ (303)234 (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE zL/1'.,_, G Inspection Type: .4?44W.$-~ 17t-.p Job Address/Permit Number: ~/a/w• ~~~1 Q~~6'~G +✓OLG ///id/a /f v O/z ~X'~ f/~T~C°° ~'i."~~/~~/~G~' ❑ 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: inspector: DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: PL~W•L Job Address/Permit Number: 4/p/u, 070 %~2 ~,QT/.4L - 2/4~ c.1fs~~£~~no.✓ - dr~ ~ ~'~G- ~':f~ti l~,~ ~S c°• tEc°Tioyr/ - d /L ❑ 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: `{~l/lfJd Inspector: DO'NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPT. "E'T~,oo Inspection Services Division s m (303) 23459331nspection line (303) 235-2855 Office C~LORORRECTION NOTICE lec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address:///)l G)~ ~;7~,14/ - #0`7I/ ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM * When corrections have been made, call for re-inspec6on at 303-2345933 Date: Inspector. f i / DO NOT REMOVE THIS NOTICE PIJTL ' ~9k / 2:22c COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ` (303) 235-2857 Fax: INSPECTION NOTICE Inspection Type: ~ECl~~~, /~'4S~• Job Address/Permit Number: a/o/ w• 3:57-y 6) .ff&~-/J" 7C~, Safj/Id.) 7°" 1"rs's.d /.di,✓T Z;C,?`l. fd rQ/Pr-r,,. ~ i ~ 1 .42~~ L /7o.r2c'SS€o rS d'.Qae~& 2e~9 ,~'d . >?~~n e../fS7" ~ 1 f.rvls<'. O!1 sov TA/ o~ 7a i~e.!S!• ~?~rrx~si~,,.uG PF,vn~~G ~~JfC` . ❑ No one available for inspection: Time AM/PM _ Re-Inspection required: No When corrections have been made, call for re-inspection at 303-234-5933 Date: 25;roQ Inspector: DO NOT REMOVE TH/S NOT/CE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ,Qf,,,,r,~ 'eae Job Address/Permit Number: 0?08/~ ❑ No one available for inspection: Time V;<o Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: TL~,; ~~p7 Inspector:~~- DO NOT REMOVE TH1S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: ~io/ w. 3gr'h-%E• u~G~°~ a~~+F7~~~ - Lv Is/rt!/~ r~~rJki'vr.~ ~(''f/~S r~T O.e£5`S/,v/ ~~imd3iwG' 7G/Z .4:~o✓f - n~ °~j a Y ' 7 ii ~ £ ~ ~ ~ ~ ~ 2 i: 1 4~. ❑ No one available for inspection: Time 1,9 AM/PM j - ~ Re-Inspection required: Yes No I *When corrections have been made, call for re-inspection at 303-234-5933 Date: i.;?//7J07 Inspector. ~p DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. 4~FWH~T'Pi~m Inspection Services Divis,ion (303) 234-5933/nspection line (303) 235-2855 Office G(WOOMM NOTICE ❑ Elec. ❑ Plumb. ❑ Mech. M:)Structural,_P Other r 1st 2n~_2 d ❑ rd ~ : Job Address: j~'~ r✓~ ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM `When correction hiave been made, call for re-inspection af 303-2345933 Date: iInspector. ~ f117G~~ 7 DO NOT REMOVE THIS NOTICE GARY Hs /'4YLOR arshitect engineer/plcanner "[z rz,041F= . FX ~I.S lT ~-`Xf 1i. 9 - --~€-r_Fr.~z~ - 14 tI-4, ~ 7 x N ~ :..c ~ (D a ~ -n ~ ,D n O C p, ~ C ~ ~m o ~v ~ o . N ~7g}`0l7`e5 24 `b VE1R■ Hs TAYLOR arshitect engineer/planner ~ 0 - --~=G~i-- A!d Up H. TAYLOR ct engeneer/plcenne ~ Grz~r~ .N 67 ~ ~ f~ GARY H. TAYLOR ~ arshitect engineer/planner h ,M ~ ~ h~.s~ ✓ W ~ ; xw . ~ ~t ~ F~ ~ ~ 1-'NkM i 1~f A1 'y ,,A.~..~ ~ IC. f 1 at A~ ~i ; ~ : ~IA bL ~Z W, ~ Ryw4.~r, ~ ~ , 4NNHE2- rn City of Wheat Ridge Res. Add Structure PERMIT - 070816 PERMIT NO: 070816 ISSUED: 08/06/2007 JOB ADDRESS: 6101 W 38TH AVE EXPIRES: 02/02/2008 DESCRIPTION: residential loft above a commercial space per attached CONTACTS owner 303/421-0023 TCA Properties sub 303/698-2110 Tom Ryckman 02-1382 Team Electric Inc. sub 303/425-3349 02-0215 Dakota Air Conditioning & Heat sub 303/419-7063 01-9444 Phil Zerr Plumbing,.2nc gC 421/100-23 01-8322 TCA CONSTRUCTION, INC PARCEL INFO ZONE CODE: C-1 USE: UA SIIBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 85,000.00 FEES Permit Fee 1,155.45 Plan Review Fee 751.04 Total Valuation .00 C~~[1I,`.3 Use Tax 1,530.00 ~ 7✓ TOTAL 3,436..49 ~ Comments: 58& .`fY TRC: approved. *C4. BM: plans approved. Subject to field inspecrL`ions. Must comply w/ 2003 I-codes & 2005 NEC. ' DS: smoke detection per code, hardwired throughout & between levels w/ battery backup. I hereby certiEy that the setback distances proposed by this pezmit application are accurate, and do not violate applicable ordinances, rules or regulations of the ity of Wheat Ridge or covenants, easements or restrictions oE record; that all accurate; that I have read and agree to abide by all conditions printed on this measurements shown, and all tions e are application and that I as full sponsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applic Wheat Ridge - anc -k under this permit. P ans subject to field inspection.i 0'7 1. This pit wa5 ~ed i cordance with the pxovisions set forth in your application and is siibject to the laws of the Stat of Colorado and t he Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable or, ances of the City 2. This permit shall espire 160 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally reguired, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. a. No work o£ any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance £or all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shallnot be construed to be a permit for, nor an approval ofviolation of the provisions of the building codes or any other ordinance, law, rule or regulation.. subjec All plan Ae t to field inspections. Signature o Chi Huilding Official date INSPEC ON REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. E wHeyr O ,p ~ o o m C~CORP~O City of Wheat Ridge ~Ctw_o~0'1-c ac C) Building Permit Number: Community Development Department Date: CO1V~MERC'IAL & .~~L TI-FAMIL I' ~ERMITAPPLICATION PropertyOwner: "rG /4 P"I~ P~2- i 1~S , L L t Property Address: & /Q ( "W. fj 0 zl-u* /'ti' v Contractor License No.: Company:7[_CJ- G0NS7-91('G7,Oe4.rff/ ~ Phone: 505 4Z' Phone:1OP, 4z/QO L'. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildina Deat. Valuation Figure: $ I hereby certi(y that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restriclions of record; that all measurements shown, and allegaiions made are accurate; that I have read an ee to abide by all conditions printed on this application and that I assu ull responsibility for compliancewiththeWheatRidgeBuildingCod I.B.C) Ilot p IicableWheat Ridge Ordinance rwork unde~ permit. mspection. Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax$ Total:$ / Use of Space (description): CD MMEPZcYAL Fr ¢sr P~DO f~5 RE~/?A~GE 2~-F2.Cb2 ' Description of work: D WO = 1~ D G. D wG 2 F D 2S • ; MOrllGL ~X~577NG i4YAxT r7r~t-lT ~4K PA ~T7 l7' Sq. Ft. added 1oo 7-0 /~G4-v pF• Z_'FfC ieDO F- ~-o i~nr5 . BUILDING DEPARTMENT USE ONLY SIC: COMMENTS: APProval: - Zoning: 00( ! oCOMMENTS: ~Approval: elJod'~/// a7-/7. Q7 gLO ~.vs~ J~~✓ DEPARTMENT COMMENTS: Approval: Walis: Roof: Stories: Units: Electrical License No: 2ft$ t_ Plumbing License No: )?q Mechanical License No: _z/0 Company: ~aM E~G Company: ,~,5e,~ p uI+►g.i~~ Company:QA~Kdi~ ^'jL0 -M Expiration DateMAk Expiration Date: Expiretion Date: Approval: Approval: Approval: (t) This permit was issued in accordance with the provisions set forth in your applicafion and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authorized is not commenced within siuty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonmenf has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permii. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspeciions and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official Gary H. Taylor 6101 W.38th Avenue phone 303-421-0023 E-mail taydeadend@att.net Travis R. Crane Planner II City of Wheat Ridge, Colo. RE: Plan review No 07-0209/6101 W 38`" Ave. Architect / Engineer Wheat Ridge, Colo. 80033 fax 303423-4661 ~ V --I~ 4'70 6~~CI!5_ The following is in response to your letter dated July 11, which I received on July 24, 2007: 1 The Preliminary drawings were reviewed hy Chad Root this last Febnlary. All was ok with him and F proceeded with the Construcrion documents. 2. The Zoning of 6101 is C-l. "According to your information on the internet paragaph B-6 defines side yard setback as follows: Five feet per storey minimum, except a zero setbaek may be permitted where struetures are eonshvcted of masonry or noaflammabte materiai and in accotdance wiEh the uniform builcEing code." Yout Ietter states "the C-i zone distriet requires a minimum side yard setback of five feet per story, unless the structure is conshvcted in a aon-combustible manner, the addition must be at least ten fcet from the property line". What you are stating dces not comply widE tfie writtea City Zone F}istsid RegezEations. The Zoning does not use the words non-combusd'trle, but masoary or non#lammable material. The exis6ng and ffie prnposed east wall is conslxvcted of S" concrete bloek. Calculations per Coucrete Masonry Association states that S" bloek in 55°lo x 7.625" = 4.19 ntches. Both CMA and iBC 2003 give a 3 hour rafing as 4.0 inches. Therefore the masonry wall ou the East side has a 3 how fire radng. IBC table states Nw with a set back less thm 5 ft the wail must be a one hour Sre rating for B and k eses. A 3Q" parapet is shown on the chawings comglying with FBC section 704. Tfee IBC states that the bu'rtding can be Type V 13 (T'ype V-mon rWxi). The siding, which I did not specify on tbe drawings, is w be James FIardie Siding. See enelosed information. This sidiog carries a "Nt)N-CCflivX$USTTBII.TY' rating. I therefore deem that tfie building wi3t rawa al! eity requiremeats_ Gary Taytor,,4rchitectMngineef' , ~ 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax:303.235.2857 The City of Wheat Ridge 11 July 2007 Gary Taylor 6101 W. 38ti' Avenue Wheat Ridge, Colorado 80033 RE: Plan Review No. 07-0209/6101 W. 381h Ave. Dear Mr. Taylor: I have completed my initial review of the building permit application for the property located at 6101 W. 38"' Avenue, and I have the following comments: The second story addition will be built vertically in-line with the existing commercial structure. The property is currently zoned Cominercial One (C-1). The existing building is located approximately 1. feet from the side (eastern) property line. The G1 zone district requires a minimum side yard setback of five feet per story, unless the structure is constructed in a non-combustible manner, as defined by the Building Code. It is unclear whether or not the second story addition will be constructed in a non- coinbustible manner. If the second story addition is not constructed in a non-combustible manner, the addition must be at least ten feet from the property line. Please be advised that either the second story addition must be constructed in a non-combustible manner, or the second story addition must be located ten feet from the eastern property line, or a variance must be requested which would allow a decrease in the required side yard setback. The permit cannot be approved given this information. Please resubmit with the corrections. If you have any further questions, please feel free to contact me. I can be reached at 303.235.2849 or tcrane@ci.wheah-idge.co.us. Sincerely, ~ Travis R. Crane Planner II Taylor 6101 W. 38`n Ave. TRANSMZSSION VERIFICATION REPORT TIME : 07/24/2007 13:01 NAME : PLANNING FAX : 3032352857 TEL : 3032352846 SER.# : BROE5J265373 DATE,TIME 07/24 13:00 FAX N0./NAME 93034234661 DURATION 00:00:31 PAGE(S) 01 RESULT OK MODE STANDARD ECM 'aAt+ qj8C'lx1. 1019 JOTA'c,L Iz aautm1J 2r,i1?10 '2j StA7I j, 12.T8JLIlS' 'Fli'O'J'2 r1Ll]CaLiM'i~(17 0CA?.L"1a SO 6ti84'9£Z'E0£;'e Pa'qova-T aq UuQ IOLU }D~~uo~ oi aas~ jaa; as~ajcl `%ozjsanb salqun3 Xut' aneq no,t3i •stTOt130ito'j atp TPzm quqnsas asr,aid •uoza.r.tujo;uT str{} uanz9 panozdde aq jouuz:? atuuad auZ •~j~~q3as pzeA ap?s pannba_t at[I LTt ase,,)-nap t mottt Ptnomuo?tiimpolsanbaz aq IsnLU aoupugn elo `atnt X}zadoad utalsea atYi utoi3 laaa: ual paleaoi aq Isntr.z notIzppr. Lols puooas aqj zo °zaulmut aiqiIsnqcuoo-uou e Ln papnalsuoo aq lsnuz uo?j}pp~ Azo1s ptirooas aq; aauita avul pasinpe aq, asvald •att?t ~CUadozd aLj; utoj; l0aT Lral Iseaj }p aq isntxt uorlzpp2 auj `zaucrn.cu aiqtlsnqutoo-uou p u? palonJlsuoa lotr sz uoyippc ~aols puooas 3qy3z '.rauaeTu aTqtIsnqucoa -ctoci 2 tn. palorupsuoo a4 II?M ciorj?pPj3.fzojs puooas aq} lotr Jo iaq;ayrn spalomi sT II •apo;) guipimg aq1 Aq paug.ap se `zauneux ajqrjsnquzoz)-tiiotr e uc papn.tlsttoo s1 aamon.qs aql ssaTua `/W}s xad laaj anU Jo -4;rq;as pzef apis umurtu?ut e saambaz 1-,)?-qs?p auoz T,-Z) aq~L •ouit fpadoxd {nxa}sva) ap?s ay3 uxoz~ baa3 [•j (IalECUtxoidde pa~Eaoj si Sutpimq Bu?lsixa ~u0 It'pTau.naoo pauoz rClauaazno st /,uadard aci.i, 'a.m1:+n,rGs jr.catauiuzm <°,znmixa auj uicM aur1-ut ~tjeoc~xan }Tm4?0. Ciim uo~~Pt lzols puooas agZ :sluacmcro~~ SutMoiio; alpanELj I PLtv `anuaAy ,,R£ 'M Commercial Worksheet Submittal requireinents: l O Copy of Deed Site Plan (to scale) Er-, Elevarions 1:1 ~ Address: U0k hJ. 36AA~ Zoning: C-A Use: 1'QS • abo.~- Property in the flood plain? ~ D Lot Size: 14U6,sr sq. ft. Need other approvals? Maximum Lot Coverage: g O % Proposed Improvements: Building: sq. ft. Addition to Building: L'joo A~-- sq. ft. Other: sq. ft. Proposed Lot Coverage: (Total) % sq. ft. Existing Improvement(s): Building: 3.9~ sq. ft. Other: sq. ft. sq. ft. Required Setbacks: FR S S~.~ Provided Setbacks: FR S S R l~~pJ Commercial buildings may not be built `in-line' with existing non-conforming structures. Maximum Height: CSD ft. Maacimum Size: sq. ft. Proposed Height: 31 tb ft. Proposed Size: sq. ft. ff Parking Spaces Required: + Parking Spaces Provided: ~3 ews~ Parking Stall Width: Parking Stall Length: Handicapped Parking Re Handicapped Parking Provided: Parking Lot Buffer R,ec uired: Parko Bu er Provided: Access Aisle Wi Requirec Drive Aisle Wi th Required: Parkin¢ Notes/Access Notes Aisle Width Provided: Drive Aisle Width • One interior landscaped pazking island is required for every 30 parking spaces. • A driveway connection must be made From the existing edge of pavement into the site, and shall be surfaced with concrete, asphalt, brick pavers or similar materials. • No vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. Access points mus[ be spaced at least 100 fee[ apart, measured from inside edge. Access points on corner lots must be at least 25 feet from intersecting righ[-of-way, except arterial or collector streets must be at least 50 feet. • In commercial zone districts, curb cuts shall be at least 20 feet in width and not more than 35 feet in width. • For all uses, one access point per property is permitted. • Accessory Building must be at least 1,000 s.f and a PBG must be processed. • Metal Buildings not allowed Landscaping Required: %s.£) Landscaping Provided: _ Trees Required: Trees Provided: Shrubs Required: Shrubs Provided: Non-Living LS Max: s.f.) Non-Living LS Provided Street Trees Required: Street Trees Provided: % ( s.£) Landscapine Notes • Street trees must be at least 3 inches caliper, and must be deciduous. • All other trees must be at least 2 inches caliper. • All shrubs must be 5 gallon buckets. • Metal edging shall contain al] areas of rock or mulch; rock shall be at least 1-2" in size. • When calculating non-living ]andscaping, areas of living ]andscaping may be excepted ou[ of the rock beds. • These exceptions are based on the radius oF the specimen after a two-year growing period. Freestanding Light Height: _ Wall Light Height: Photometric Plan Submitted: Maximum FS Light Height: _ Maximum Wall Light Height: Architectural Detail: Number of Access points: distance from propeRy line: distance from each other: Curb/gutter/walk required? Escrow required? Separate permits are required for fencing or signage Outdoor storage must be screened All roofrop mechanical equipment must be screened Sight distance triangle > czv..-w-- 13to -7. vfs . ~ a\.V\ % (__s.f.) DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 4438 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 1/9/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Praperty Address : 6101 38TH AV Contractor License No. : Company : Phone: 421-0023 Phone: OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit 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 measureme hown, and allegations made are accurate; that I have read and agree to abide by all c ons printed on this application, and that I assume full responsibilit for compli h the Wheat Ridge Building Code (U.B.CJ and all other applicable Whaat~j ge ~ork under this permit. (OWNER)(CONTRACTOR) SIGNED DATE-Lgi Description : 6' GATE X 18' L DUMPSTER SCREEN Construction Value : $200.00 Permit Fee : $0.00 Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 v BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : SM 719197 APPROVAL OF 6' GATE WITH WOOD PICKETS Zoning : C-1 Approval : Approval: Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: mm__'~yous~ik$,e~,y m (1) This permit was issued in accordance with the provisions set foAh in yopur application and is subject to ihe laws of the State of Colorado and to the Zoning Regulations antl Builtling Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work au[horized is not commencetl within siMy (60) days from issue date or (B) the builtling authorizetl is suspended or abandoned for a period of 720 tlays. (3) If this permit ezpires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and speafications and any suspension or abantlonment has not exceeded one (7) year. If chan9es are matle or if suspension orabandonment exceeds one (i) year, full fees shall be pald for a new pertnit. (4) No work of any manner shall be done ihat will change the natural flow of water causing a drainage problem. (5) Contrector shall notity the Building Inspectortwenty-four (24) hours in advance for all inspections antl shall receive written approval on inspection cartl before proceediing with successive phases of the 1~ob. (6) The issuance of a permit or fhe approval of drawin9s and specifications shall no[ be construed to be a permit for, nor an approval of, any violatlon of ihe provisions of the 6u'Iding codes or any ot er oNinance, law, rule or regula6on. ~<1&4 ief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 2345933 24 HOURS PRIOR TO INSPECTION ' 6EPARTMEF,7 OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDIN6,INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : T-'G!4 ~ LL G. Property Address / m 1 ~ s°s X17f4 VA- Phone : 4 25-1- o o &e, Contractor License No. : -r-J Company : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit applicati ar accurate, and do not violate applicable ordinances, rules or regulations of the City at Ridge or covenants, easements or restrictions of record; that all measuremen n, and allegations made are accurate; that I have read and agree to abide by all con ' printed on this application, and that I assume full responsibility for complia e Wheat Ridge Building Code (U.B.C.) and all other applicable W1,1eK~tidge or or work r this permit. (OWNER)(CONTRACTOR) Description ° G Approval : Gbm Zoning : p- 1 Approvai: Approval : Phone : Construction Value : 'e- ev Permit Fee : Plan Review Fee : Use Tax : Total : LDd C, > r'O~ , pUM1~57~~z_ SG2~~ BUILDING DEPARTMENT USE ONLY %-7 SIC : Wefvi o-✓cl 6 ` G~ ; w~7^ wTOCQ y-iAuk5 Sq. Ft. : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: IN $Plans~ in ~Pia~s Re~lced. In s l~is?Re e- (1) This pertnit was issued In accorUance with the provisions set (orth in yopur application and is sub1'ect to the laws of ihe State of Colo2do and to the Zoning Regulations and Buildiny Code of WheatRidye, Colo2do or any other applicable ordinances of the City. (2) This permit shall expire rf(A) the work authonzed is not commencetl within sialy (60) days trom issue date or (e) the builtling aulhonze0 is suspentled or abandonetl for a period of 720 days. ' (3) If Ihis pertnit expires, a new permd may be acquired for a fee of one-halFthe amount nortnally required, provided no changes have been or will be made in Ihe onginal plans and speGfications and any suspension or abandonment has not exceetletl one (1) year. If changes are made or if suspension or abandonment exceetls one (7) year, tull fees shall be paid for a new permit. (4) No work of any manner shall be tlone ihatwill change ihe natu2l Flow of water causing a drainage prohlem. (5) Contractor shall nolity ihe Building Inspector hventy-four (24) hours in advance for all inspedions and shall receive written approval on inspeclion card before roceediing wilh successive phases of thef'o6. (6) pThe issuance of a permit or the approval of drewings and specifications shall not be wnsVUed lo be a permit for, nor an approval of, any violation of the provisions o(ihe buil0ing cotles or any other ordinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 1 la" ~ 1" ♦ E~ ~ ~ ~ e°~ i~ v~' C,`. i. ~ I a,~ a 94 ~ :l4~ a~or o sw~ Is~o s~m uf 9'! c!;' % ~ LEGAL D. , Tn L45T ,a.b Rt, OP TNE90VIHGST ( W,umt (se 1R) c E%ISTING TWO•STORY ~ ov cu:t104 24. n* BUILpNG $0 t rxc sixrx eaixctr, ~i p GpF fAI.ORTM/. L%CF.PI' y )EiN AVEN11[ AND e.` AS 6101 Y. IBTH Al ~.~A 41"4 ~ ~ Ga~ w in~- ~ti ~ p • l~ WooD PtU~"fS o ~ ~ P 4 ~ p ' M!' 0 1 `17 NOTE: Propt ~ - eev~~ro rowe.r sY~.+rrna✓ ~,~az 1 1~ i .ww,r ~ww~r I ~OY ~0 I ' =-J • ~r~ ~ - 0 97! • 4'!~t Y!! LEGEND ~ ` J Exrsi 920 ~ • ~ ~ ~ROR ~ __y5-__ PROF a~r~ \ Vp .QSP.V.GLT ~e1 \ ~ 920 ~ C~ yzs 9?' I ~ `19O .lSPf/QLT A. ~ I oF o.xavyilf , I I nro~frnio% fo/ Pp ryY~° ,ris,r 5 ti IC.KOJX ~ I AY~OM~/~ Itw4~►/.r r r~'-r- Ivx/~ . 78.60 4 DEPARTMENT OF COMMUNITY DEVELOPMENT I]pg4#%& 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. 234-5933 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. 3704 THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS CONTRACTOR ADDRESS L CITY r PHONE OWNER iGR / ADDRESS Cp~/3/ d!/. 3RD/' PHONE O3 O~?3 ZIP CODE ZIP CODE CONTRACT PRIC`F $ TOO, e o LICENSE DATE 1. TYPE Ground❑ Wall❑ Proiecting❑ ' Other Sor D Face 2. MATERIAL Total Square Feet SIGNS 3. ILLUMINATION Yes[] No❑ Type Elect. Permit No. 4. SET BACK FROM PROPERTY LINE N _ S_ E _ W Zone_ Approved,Zone Inspector (Specify which is front) ❑ ❑ ❑ ❑ Disapproved 1. TYPE Solid❑ More Than 80% Open❑ Lees Than 80% Open FENCES MATERIAL Height 3. SET BACK FROM PROPERTY LINE N _ S_ E _ W Zons_ Approved,Zons Inspector (Soecifv which is front) ❑ ❑ ❑ ❑ Disapproved I. OTHER 2. 13. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE, GIVING DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) i Y r a: SPECIFY NORTH rn STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TOADJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGULAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUM WIRE UNDER SIZE 8 ILLEGAL FLOOR BSM IST 2ND 3RD 4TH NO. FUEL:ChisOne Gas 011 Propene Cod Elec Solor NO. WATER CLOSET FORCED AIR BTU TEMPORARY METER WASH BOWL HOT WATER BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK / OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refrigerant Group UTILITY (RANGE, DISPOSER, ETC.) AUTO. WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS / ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hereby acknowledge that this applica- PERMIT FEE tion is correct and understand that I USE TAX roject until this oppli- rt this t t s a p canno cation is approved. I shall comply with TOTAL FEE d t d St t f C l f ora o an o a e o o the the lows o the Zoning Regulations and Building Code of the City of Wheat Ridge. Any APPROVE[ DISAPPROVE[ violation of the above terms will cause CHIEF BUILDI immediate revocation of this permit NOT VALID UNLESS RECEIPTED oT~ G-ate 9 ~ $ / 17 ,City of Wheat Ridge ~~d_ .~~aE I Date Issued Applwan ienalure CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS 7500 WEST 29th AVENUE 234-5933 P.O. BOX 638 DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING INSPECTION DIVISION PERMIT NO. M94#19161 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS (4P /"f vv • `5 u ~ Z51 L t CONTRACTOR 7"G A4 ~o t~~Tlz t7G7Y0~-/ ADDRESS - CITYZIPC~O-DE 934242;S I2_L-.LZC2-~~r~ LNSE NO. 3_ PHONE LU OWNER 7GA )AIL OA~27 /.~S ADDRESS 141/ ~A/• '3 PHONE ~G7 = S6O!Z) 4* 4 0029 ZIP CODE CONTRACT PRICE $ 2 oaG,. ffe DATE 17 xoI -6- I. TYPE GroundU WOIIL_J Proiectingu Other Sor D Face 2. MATERIAL Total Square Feet SIGNS 3. ILLUMINATION Yes❑ No❑ Type Elect. Permit No. 4. SET BACK FROM PROPERTY LINE N_ S_ E _ W Zone_ Approved, Zone Inspector (Specify which is front) ❑ ❑ ❑ ❑ Disapproved 1. TYPE Solid❑ More Than 80% Open❑ Lees Than 80% Open MATERIAL Height FENCES 3. SET BACK FROM PROPERTY LINE N_ S_ E _ W Zone_ Approved,Zons Inspector (Specify which is front) ❑ ❑ ❑ ❑ Disapproved ,P a., 2 . OTHER (G/>o 99 DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCT URE, GIVING DI! INSPECTION TICKET (SETBACKS OR PROJECTIONS INCLUDED) f0 JOB (o (0 l 1 3t ADDRESS ~MflY DATE: 4 BLDG. PERMIT# PERMIT# BLDG. CONTR. ~ U~ SUBCONTRACTOR STREET NAME DATE INSP. REQ. \_l_~ -1~ ~ ( SHOW DISTANCES FROM THE MAIN BUILDING TO-ADJOINING HOUSES, STREETS, AND PF DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. TYPE OF INSP. APPLICATION FOR PLUMBING; ELECTRICAL; P INSPECTION MADE THIS APPLICATION WILL BECOME A PERMITTO PERFORM THE INDICATED WORK ONLY PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WC REMARKS 4614 r ,p I1 r ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT 1A4 STATE LICENSE NO. U~ ALUMINUM WIRE UNDERSIZE 8 ILLEGAL FLOOR BSM IST 2ND No. WATER CLOSET TEMPORARY METER WASH BOWL W.R. FORM 6-19 NEW SERVICE ° AMPS BATH TUB CHANGE SERVICE-AMPS SHOWER ~ LIGHTING SINK r- - HEATING GARBAGE DISP. ncrmvcnn rivn POWER SUB-CIRCUITS WATER HEATER Refri erant Group UTILITY(RANGE, DISPOSER,ETC.) AUTO. WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 8 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER T - MOTORS OVER I HP TOTAL s I hereby acknowledge that this applica- tion is correct and understand that I cannot start this project until this appli- cation is approved. I shall comply with the lows of the State of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Rid ny violation of the above ter cause immediate revocation !permit PERMIT FEE NOT VALIDD UNLESS RECEIPTED tt~ USE TAX a y` ar_ss~ TOTAL FEE $ y APPROVED P L4 S'S:- DISAPPROVED CHIEF BUILDI INSPECTOR,City of Wheat Ridge CALL 234-5933 ~y ~2-u 24 HOURS IN ADVANCE FOR INSPECTIONS Date Issued y i i r « ~ 11:. I ; I ' - ~ ~ ~ ~ v 2e4 U~-~ ~ _ I I ~ - - _ ~ OiA . I ! ~ ~ . . . ~ .r~ ' ` _ : . T_j ~ v j. 4 r _`.~t DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NOME94#-J'fje 237-6944 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. 9S THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUIL NG INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS I ,~QPEI,I~ FOF3,~gIELLANEOUS PERMIT CONTRACTOR CITY AT JOB LICENSE PHONE _ CODE OWNERS NAME 1. TYPE Ground El Roof❑ Wall❑ Projecting❑ Other SorD Face SIGNS 2. MATERIAL 3. ILLUMINATION Yes[] No❑ Type Total Square Feet Elect. Permit No. 4. SET BACK FROM PROPERTY LINE N (Specify which is front) _ ❑ S_ E ❑ _ W ❑ ❑ Zone_ Approved, Zone Inspector Disapproved FENCES 1. TYPE Solid❑ More Than 80% Open[] 2' MATERIAL 3. SET BACK FROM PROPERTY LINE N S_ E (Specify which is front) ❑ ❑ Less Than 80% Open Height _ W Zone_ ❑ ❑ Approved,Zone Inspector Disapproved I . 2 OTHER ' 3 . DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN, OR OTHER STRUCTURE, GIVING DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) -1- SPECIFY NORTH STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TO ADJOINING HOUSES, STREETS, AND PROPERTY LINES;ON IRREGULAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO.~ ALUMINUM WIRE UNDER SIZE 8 ILLEGAL PLUMBING PERMIT STATE LICENSE NO. FLOOR BSM I ST 2ND 3RD 4TH MECHANICAL PERMIT NO. FUEL:Circle One Gas 011 Propane Cool Elec Solor NO. WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refrigerant Group UTILITY (RANGE, DISPOSER, ETC.) AUTO. WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTOR ER I HP T 9T41- FIXTURES I hereby acknowledge that this cpplica- tion is correct and understand that I cannot start this project until this appli- action is approved. I shall comply with the laws of the State of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Ridge. Any violation of the above terms will cause im nAdiate revocotion Al this permit. PERMIT FEE 45, 06 NOT VALID UNLESS RECEIPTED f 6677yS USE TAX TOTAL FEE $ 64, O D [s /3'/ a. ~ DISAPPR VE F P R O V E ~ B U I DIN CHIE F L IN* t e fRidg 4h j CALL 422-8028 24 HOURS IN ADVANCE FOR INSPECTIONS Date Issued ppnoanu Ups DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. M94#19118 234-5933 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. ADM Ir ATlnnl CnD IJICrCI I AKiCni IC oCD\AIT JOB ADDRESS CONTRACTOR -~G.+''* GO ~STRUCTI ~i hf ADDRESS ti Ato I -~a 4-64115,16-14 A- F_'Lr CITY A- YCEv'/001> ZIP CODE f~U ZC5~_ PHONE -785 713 0 rte- LICENSE NO. 2 S OWNER T1--14 PrU P, lZ -r--r t= S ADDRESS 11E' / D / W • -3 0 T'-Ff- PHONE f-:t_ - 0c' t- ?5 ZIP CODE 900'-,- CONTRACTPRICE DATE (i t $ lci, v 1. TYPE Ground El W011❑ Proiecting❑ Other S or D Face 2. MATERIAL Total Square Feet SIGNS 3. ILLUMINATION Yes[:] No❑ Type Elect. Permit No. 4. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zone_ Approved,Zons Inspector 1. TYPE SolidLJ More Than 80% OpenLJ Lees Than 80% Open FENCES MATERIAL Height 3. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zone_ Approvsd,Zona Inspector (Specify which is front) ❑ ❑ ❑ ❑ Disapproved I. OTHER z. r~D Lf 'r l 07-4 3. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN, OR OTHER STRUCTURE, GIVING DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) SPECIFY NORTH STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TO ADJOINING HOUSES, STREETS, AND PROPERTY LINESI ON IRREGULAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMITTO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT STATE LICENSE NO MECHANICAL PERMIT ALUMINUM WIRE UNDER SIZE 8 ILLEGAL FLOOR BSM IST 2ND 3RD 4TH NO. F'LEL;Circle One Gas Oll PrWm Elec Solar NO. WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refri erant Group UTILITY (RANGE, DISPOSER, ETC.) AUTO.WASHER Pounds Charge FIXTURES DISH WASHER. AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hereby acknowledge that this applica- PERMIT FEE /f/, e) tion is correct and understand that I USE TAX /V roject until this oppli- rt this t t p s a canno action is approved. I shall comply with TOTAL FEE $ ,e o-d nd t f C d St t l f ora o a o a e o o the the lows o the Zoning Regulations and Building APPROVED Code of the City of Wheat Ridge, y violation of the above terms wytl u DISAPPROVED CHIEF BUILDING I SPECTOR,City of Wheat Ridge immediate revocation of this 1 Date Issued I r 9 l P-* S-s-76a sy J14 5C( CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION 237-6944 EXT. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. OWNER THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS 1121 v r w- , n v---~ CONTRACTOR 6-0-S 6-f -cc ^F✓'.. c.,~t ~'c~ ADDRESS 10 Xm o Lf CITY k-fu + LZIP CODE PHONE `-F - 3 6 Llo LICENSE NO. -P PERMIT NO.ME91#4775 J rf~ ,no PHONE LEE -QP( AAe ZIP CODE d(1 d-' >NTRACT PRICE $ l V 00 1. TYPE Ground❑ Wall❑ Projecting LJ Other SorDFace - 2. MATERIAL Total Square Feet SIGNS 3. ILLUMINATION Yes❑ No❑ Type Elect. Permit No. 4. SET BACK FROM PROPERTY LINE N _ S E _ W Zone- Approved, Zone Inspector (Specify which is front) ❑ ❑ ❑ ❑ Disapproved 1. TYPE Solid❑ More Than 80% Open❑ Lees Than 80% Open MATERIAL 2 Height FENCES . 3. SET BACK FROM PROPERTY LINE N S_ E _ W Zone_ Approved,Zone Inspector (Specify which is front) ❑ ❑ ❑ ❑ Disapproved 1. OTHER 2. 13. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN, OR (SETBACKS OR PROJECTIONS INCLUDED) W Q_ 0 a ( VJ 1 4'ff t Y INSPECTION TICKET JOB ADDRESS ~O I l) I DATE: BLDG. PERMIT# 77 {t PERMIT# 1 yS BLDG. CONTR.___Gas1 \ SUBCONTRACTOR FRONT PROPERTY LINE STREET NAME 37 ,q I DATE INSP. REO. I) SHOW DISTANCES FROM THE MAIN BUILDING TO ADJOINING HOUSES, STREETS, ANI TYPE OF INSP. \ l~O 4h n DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; INSPECTION MADE THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ( PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE IF WOI REMARKS 0 iv /y C- C d * S,0 ELECTRICAL PERMIT STATE LICENSE N0. ~ awl PLUMBING PERMI STATE LICENSE NO. ALUM INUM WIRE UNDERSIZE BiLLEGAL FLOOR BSM IST 21 N0. WATER CLOSET W R FORM 6-19 TEMPORARY METER WASH BOWL . . NEW SERVICE AMPS BATH TUB CHANGE SERVICE-AMPS SHOWER LIGHTING SINK GARBAGE DISP HEATING - POWER SUB-CIRCUITS WATER HEATER Refrigerant Group UTILITY (RANGE, DISPOSER, ETC.) AUTO.WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS '8 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS ISO O u v ~a b ! y d c^-'-~- "O/J Ova A I hereby acknowledge that this applica- tion is correct and understand that I cannot start this project until this appli- cation is approved. I shall comply with the laws of the State of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Ridge. Any violation of the above terms will cause immediate revocation of this permit. ADDlivvn ienaturs / PERMIT FEE USE TAX TOTAL FEE Is CHIEF BUI LDI NtANSPECTOR, City of Wheat Ridge V Date Issued NOT VALID UNLESS RECEIPTED CALL 237-6944 EXT. 255 24 HOURS IN ADVANCE FOR INSPECTIONS INSPECTION TICKET Jos ~i ~0 l ~,tJ ~ ~ ADDRESS DATE: 0'17 BLDG. PERMITM - - PERM ITii BLDG. SUBCONTRACTOR DATE WSP. REQ. 0~'8 TYPE OF INSR INSPECTION MADE REMARKS ~&U- 1 Nc~ d3,~.k f- SLvrn,wh~J, W.R. FORM 619 , . . . i CITY OF WHEAT RIDGE Building Inspection Division ~ (303) 234-5933 Inspeciion line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE - i'G3' Inspection Type: ~lt.W6 f.r-~- Job Address/Permit Number: 6e/d/cv. ~~rr~' O~aS'i4 m5;fD 7!p /3o1T 7w ❑ No one available for inspection: Time AM/PM Re-Inspection required: d;~. No `When corrections have been made, call for re-inspection at 303-234-5933 - Date: Inspector. DO NOT REMOVE THIS NOT/CE ~'.Q,dgPF ra> fr-y-A ,,9s r-o 2wo A7/_ . - v~ COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~saffS Job Address/Permit Number: t/0,/ 8s,.a 2-0-21E e ir "fA2"'~"irna/.Cr'r 6r.- A,ri~'~T _ oAZ ' 2~,~tf ,~ra~csJ t.~l't7`/fr.~st,v! 911 i~is'~d~~v✓ - ~'/1~'.a~J'~.~" .~f.viFST a rL ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, ca/l for re-inspection at 303-234-5933 Date: Inspector.7 s DO NOT REMOVE THIS NOTICE