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11200 W. 32nd Avenue
APPLEWOOD BAPIST CHURCH 11200 W, 32`�D AVE, WHEATRIDGE LIFT INSTALLATION Upper Level Framing Hyl 1:i1rej I111;7111[tl:11160 WIN 1 1111M PREPARED FOR: IRON FRABRICATION SERVICES, INC. PREPARED BY: RAVI POLAMARASETTY REVIEWED BY: " CRY of 'iii W heatidge APPROVED Reviewed M, CMa Co nolonce Randy Slusser 11/16/2020 Plans Exa"ner Date nnn. M rs wreW a amm rc ronrc+� qe�=w�J��aa w aarywvlwv traprmup,nmvpwolo%uiywvemim a+YNtM pw�bv a/ne>^"+'^9�sev.gv.7ary aYwna hmNs Mr�mR ro 6M vuMw/Y ro cavae w arch mrYw`Mv±+H me MWYM m/avolMdMmmn�WfMUYaM MMgN6 PROJECT REQUIREMENTS PURPOSE: RENOVATION FOR ADDITION OF WHEELCHAIR LIFT MATERIALS: ALL PLATES, CHANNELS, ANGLES, RODS AND BARS - ASTM A36 METAL PIPES - ASTM A53 GR -B WELD ELECTRODES - E70XX STEEL HSS RECTANGULAR SECTIONS - ASTM A500 GR -B Fy = 46ksi CODES, SPECS & STANDARDS: STEEL DESIGN - AISC-ASD-14TH EDITION WELDING - AWS STANDARDS ASCE 7-10 STRUCTURAL LOADS: DEAD LOAD FROM UPPER LEVEL FRAMING PLAN-67PSF LIVE LOAD ON UPPER LEVEL FRAMING PLAN -40 PSF. Fin � Job No SheetNoRev So ftware licensed to E CONNECTED User Staad Pro Pa Job Tnio Pet Design of new beams added around opening at upper floor level By Date27-Feb-20 chd Client File LIFT.std Date/Time 27 -Feb -202014:18 3 1 4 6 2 Load 2 BEAM AND NODE NUMBER Pit nt Ti m eiDate. 09t03/202016 26 STAAD. Pro V8i (SELECTseries 6) 20.07.11.90 Print Pun 1 of � F2P Job No Sheet No Rev E Part Software licensed to Job Title Pet 6y Date27-Feb-20 Chd Client File LIFT.std Date/Time 27 -Feb -202017:19 HSST4X4X0.375 H55T4X4X0.375 ST2.5X2.5X0.313 HSST4X4X0.375 H55T4X4X0.375 Load 1 MEMBER SIZE PnntTimetDate 06t03/202019:13 STAAD. Pro V8i (SELECTseries 6) 20.07.11.90 Print Run 7 of 32 Fill F2P Job No Sheet No Rev Software licensed to E Part Job Title Ref 6y DdR27-Feb-20 Chd Client File LIFT.std Dateliime 27 -Feb -202017:19 1.197 kip 0. 00 IF R IF -100.00 Ibf/R 1.197 kip -1 0. 00 IF R -6 .1 51 f/ [ IF IF IF IF 100.00 Ibf/R Load 1 DEADLOADS PnntTime/Date 06/03/202019:13 STAAD. Pro V8i (SELECTseries 6) 20.07.11.90 Print Run 12 of 32 � E F2P Software licensed to Job No Sheet No Rev Part Job Title Ref 6y DdR27-Feb-20 Chd Client File LIFT.std Datefiime 27 -Feb -202017:19 1.680 kip 1.680 kip -90.000 IbFlR Load 2 LIVE LOADS Pnnt TimefDate. 06/03/202019:13 STAAD. Pro V8i (SELECTseries 6) 20.07.11.90 Print Run 13 of 32 � F2P Job No Sheet No Rev Software licensed to E DL 1.00 2 LL Part Job Title Ref 6y DdR27-Feb-20 chd Client File LIFT.std Datefiime 27 -Feb -202017:19 Combination Load Cases Comb. Combination L/C Name Primary Primary L/C Name Factor 3 1.0 DI -11.0 Pnrn TmetDate ostostzozo 19:fs STAAD. Pro V8i (SELECTseries 6) 20.07.11.90 Pnrn Rin 15 of 32 LL 1 DL 1.00 2 LL 1.00 F2P � Job No SheetNoRev So ftware licensed to E CONNECTED User Staad Pro Pa Job Title Ret By Date27-Feb-20 Chd Client File LIFT.std Dated iirne 27 -Feb -202014:18 Node Displacement Summary Node L/C X Y Z Resultant (in) (in) (in) (in) MaxX 1 2:LL 0.000 0.000 0.000 0.000 Min X 1 2:LL 0.000 0.000 0.000 0.000 Maxx 1 2:LL 0.000 0.000 0.000 0.000 Min Y 5 2:LL 0.000 -0.127 0.000 0.127 MaxZ 1 2:LL 0.000 0.000 0.000 0.000 Min Z 1 2:LL 0.000 0.000 0.000 0.000 Max rX 1 211 0.000 0.000 0.000 0.000 Min rX 3 2:LL 0.000 0.000 0.000 0.000 Max rY 1 2:LL 0.000 0.000 0.000 0.000 Min rY 1 2:LL 0.000 0.000 0.000 0.000 Max rZ 2 2:LL 0.000 0.000 0.000 0.000 Min rZ 1 2:LL 0.000 0.000 0.000 0.000 Max Rst 5 2:LL 0.000 -0.127 0.000 0.127 Maximum Deflection for Live Load = 0.127 in. Allowable Deflection = 8* 12/360 = 0.267 > 0.127 in ok. Pnrn TmetDate 09t03t2020 16 27 STAAD. Pro V8i (SELECTseries 6) 20.07.11.90 Print Rin 1 of F2w � Job No SheetNoRev So ftware licensed to E CONNECTED User Staad Pro Pa Job Title Pet By Date27-Feb-20 Chd Client File LIFT.std Dated iirne 27-Feb-202014:18 - 2.078 ki 3 1 = 1.961 ki = 2.078 ki 4 6 2 = 1.961 ki Load 2 Reactions Pit ntTime/Date 09/03/202016 2s STAAD. Pro V8i (SELECTseries 6) 20.07.11.90 Print Pun 1 of � F2P Job No Sheet No Rev E Software licensed to Part Job Title Ref 6y DdR27-Feb-20 Chd Client File LIFT.std Datefiime 27 -Feb -202017:19 Reaction Summary Horizontal Vertical Horizontal Moment Node L/C FX FY FZ MX MY MZ (kip) (kip) (kip) (kip ft) (kip ft) (kip ft) Max FX 1 1:DL 0.000 1.207 0.000 0.000 0.000 0.000 Min FX 1 1:DL 0.000 1.207 0.000 0.000 0.000 0.000 Max FY 2 3:1.0 DL+1.0 L 0.000 2.463 0.000 0.000 0.000 0.000 Min FY 1 2 L 0.000 0.915 0.000 0.000 0.000 0.000 Max FZ 1 1:DL 0.000 1.207 0.000 0.000 0.000 0.000 Min FZ 1 1:DL 0.000 1.207 0.000 0.000 0.000 0.000 Max MX 1 1:DL 0.000 1.207 0.000 0.000 0.000 0.000 Min MX 1 1:DL 0.000 1.207 0.000 0.000 0.000 0.000 Max MY 1 1:DL 0.000 1.207 0.000 0.000 0.000 0.000 Min MY 1 1:DL 0.000 1.207 0.000 0.000 0.000 0.000 Max MZ 1 1:DL 0.000 1.207 0.000 0.000 0.000 0.000 Min MZ 1 1:DL 0.000 1.207 0.000 0.000 0.000 0.000 PnntTimetDate 06t03t2020 1913 STAAD. Pro V8i (SELECTseries 6) 20.07.11.90 Print Run 29 of 32 � F2P Job No Sheet No Rev E Part Software licensed to Job Title Ref 6y DdR27-Feb-20 Chd Client File LIFT.std Datefiime 27 -Feb -202017:19 0.358 O.d96 68 0358 OA96 Load 3 UTILIZATION RATIO PnntTimetDate 06/03/2020 19 13 STAAD. Pro V8i (SELECTseries 6) 20.07.11.90 Print Run 30 of 32 � F2P Job No Sheet No Rev Software E licensed to Part Job Title Ref 6y oate27-Feb-20 chd Client 3 2.350 1.820 1.820 File LIFT.std Catefiime 27 -Feb -202017:19 Utilization Ratio Beam Analysis Design Actual Allowabl Ratio Clause L/C Ax Iz ly Ix Property Property Ratio Ratio (Act./Allow.) (ins) (in°) (in°) (in°) 1 HSST4X4X0 7sST4X4X0 0.496 1.000 0.496 Eq. H1 -11b 3 4.780 10.300 10.300 17.500 2 HSST4X4X0 HSST4X4X0 0.496 1.000 0.496 Eq. H1 -11b 3 4.780 10.300 10.300 17.500 3 HSST4X4X0 HSST4X4X0 0.358 1.000 0.358 Eq. H1 -11b 3 4.780 10.300 10.300 17.500 4 HSST4X4X0 HSST4X4X0 0.358 1.000 0.358 Eq. H1 -11b 3 4.780 10.300 10.300 17.500 5 HSST2.5X2. HSST2.5X2. 0.268 1.000 0.268 Eq. H1 -11b Pnrn Tmetoate ostostzozo 19:fs STAAD. Pro V8i (SELECTseries 6) 20.07.11.90 Pnrn Rin 31 of 32 3 2.350 1.820 1.820 3.200 0 DESIGN OF NEW HSS TO JOIST CONNECT ( REFER 03/S-01) LOADS: Vertical shear HSS4X4X3 / 8 Fv := 2.5 kip Weld strength Ultimate tensile strength of electrode FEXX := 70 ksi Design weld strength of the electrode Fw:— 0.6 0.5 FEXX Fw = 21 ksi Check for weld b/w HSS and Joist Available length of weld (conservatively) Lw := 1.75 in conservatively Shear per inch on weld FL := F Lw kip w FL = 1.43 n in Required weld size V := FL W = 0.10 in 0.707 Fw Adopt 1/8" Fillet Weld 0 DESIGN OF HSS TO HSS CONNECTION ( REFER 07/S-01) LOADS: Vertical shear H SS2--12X2-1 /2X3 / 8 Fv := 1 -kip Weld strength Ultimate tensile strength of electrode FEXX := 70-ksi Design weld strength of the electrode Fw := 0.6.0.5-FEXX Fw = 21 ksi Check for weld b/w HSS and beam Available length of weld (conservatively) Lw := 3 -in conservatively F Shear per inch on weld FL := Lw F 0.33. kip w L in Required weld size := FL W = 0.02 -in 0.707 . Fw Adopt 1/8" Fillet Weld Joist left of proposed opening Upper level floor At Similar for existing location joist on right side of opening plan: Provided joist added elevator 18LH03 lbs/ft Span of the joist 22.635 ft Self weight of joist 12.2 Ib/ft DL int= 57 psf LL int= 80 psf Spacing of joist -left 4.00 ft Spacing of joist -right 4.00 ft Dead load on joist= 228.00 Ib/ft Live load on joist= 320.00 Ib/ft DL load= Distance from west end DL load= Distance from west end BM due to pt DL load= BM due to pt LL load= EQ UDL due to DL BM= EQ UDL due to LL BM= Total Load on joist= Total LL on joist= 1405.62 lbs 741.00 lbs 8181 Ibft 11213 Ibft 127.73 lbs/ft 175.09 lbs/ft 863.02 495.09 LL load= 1972.80 lbs 6.3 ft LL load= 986.72 lbs 12.6 ft SF due to pt DL load= 1342.3 lbs SF due to pt LL load= 1860.2 lbs EQ UDL due to DL SF= 118.60 lbs/ft EQ UDL due to LL SF= 164.36 lbs/ft Ib/ft Capacity of joist for total Ioad= 781 Ib/ft Not OK strengthening required Ib/ft Capacity of joist for live load= 348.00 Ib/ft Not OK strengthening required op Chord Comand: erase 1 found Ccomand: MASSPROP Select objects: 1 found Select objects: ---------------- RE610"S ---------------- Area: 0.982 sq in Perimeter: LS.S71 in Bounding box: X: -2.062 -- 2.063 in Y: -0.530 -- 1.470 in Centroid: X: 8.000 in Y: 0.000 in Moeents of inertia: X: 0.368 sq in sq in Y: 0.713 sq in sq in Product of inertia: XY: 0.000 sq in sq in Radii of gyration: X: 8.612 in V. 0.852 in Principal moment% (sq in sq in) and X -Y directions about centroid: I: 0.368 along (1.800 8.060) 1: 0.713 along [0.000 1-000] y nen origin point or [Zdepth]<0,0,0>: 0,-0.124,0 d: MASSPROP objects: 1 found objects: ----------- REGIORS ---------------- 0.732 sq in ter: 11.571 in ng box: X: •1.563 •• 1.562 in Y: -9.406 -- 1.0% in id: X: 0.000 in Y: 9. ON in s of inertia: X: 0.149 sq in sq in Y: 0.309 sq in sq in t of inertia: XY: O.BBO sq in sq in of gyration: X: 0.451 in Y: 0.650 in pal moments (sq in sq in) and x -Y directions about centroid: I: 0.149 along (LBBB 0.000] 3: 0.309 along [0.000 1.000] Strengthening of Existing Joist Top chord member= 2 L2x2x1/8 Bottom chord member= 2 L1.5x1.5x1/8 Depth of joist= 18 in Components Width (in) Thickness (in) Area CG from top I self Are Total I s in in in4 in' in' Top chord 0.982 0.5 0.37 193.43 193.80 Bottom chord 0.732 17.625 0.15 6.99 7.14 Plate at top 0 0 0.00 0.13 below (top chord Plate at bottom 4 0.75 3.00 18.38 above bottom chord 4.71 200.94 CG from top (in)= 14.5 in Total MI of section= 200.94 in' Total Area= 4.714 sgin Section modulus (min)= 13.82 in' Total depth of section= 21 in Bending moment due to loads= 55.27 kipft Total shear= 9.54 kips Consider fy of joist as 36 ksi fu= 53 ksi Ton chord check Area of top chord including plate added= 0.982 sgin Considering that top chord is supported by composite deck continuously Fcr= 23.69 ksi Compression capacity, Pn= 23.3 kips Let us consider this force as governing force Bottom chord check Area of bottom chord including plate added= 3.732 sgin Tensile rupture on effective area 98.90 kips D5-1 LRFD 14th edition Shear rupture on the effective area 59.34 kips D5-2 LRFD 14th edition Tensile capacity of bottom chord= 59.3 kips Force in bottom chord= 50.30 OK Check for weld between bottom chord of joist & addedID Total MI of section, 1= 200.94 ate in b= 3.0 in y'= 6.09 in A= 3 sgin Longitudinal force between joist and plate= 0.29 ksi Force per ft= 0.87 kips/in Strenth of weld for 0.13 in weld= 3.71 kips/in OK Provide 4"x3/4'' plate at bottom of bottom chord. Use 1/8" fillet weld on both sides of bottom chord for conection between bottom chord & plate State of Colorado Division of Oil and of Public Safety must give approval of W City City of e COMMUNITY UEVEICM'MENT conveyance system prior to City final APPROVED inspection Reviewed for Code Compliance PLEASE NOTE, Randy Slusser 11/16/2020 OVERALL HOISTWAY LENGTH AND Plans Examiner Date WIDTH DIMENSI❑NS ARE FROM DRYWALL '"'"t" °`°•°°" ". 4"°°"°1°p&""ff"°"°"°OoJp".`p" pndporoho,n shvM rrot °e a pmrw fo, w an opprorol of, aY norohon m T❑ DRYWALL (WHERE APPLICABLE) any of me prorhbru*rh•&ndklg code°r°fory C"y°°dmopees. Fbma° pn—no m ww ..two t. wawa or o°nrel th. x w m.1 ow rw*V --In a othn mdkWM of ON pty sho" nwh• ■and ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections TYPICAL PLAN 65 5/16" —FINISHED RUNWAY LENGTH 3" <PIT LENGTH) RUNNING CLEARANCE 60" CLEAR INSIDE– CAB NSIDECAB LENGTH 30 30 /4" ERER 9/16" Lift must com I RUNNING p CLEARANCE y —TO ax . zQ required Jv U with ICC A117.1 - 7Maintain re ratings 2009 section 410 w TOP OF MAST > m¢ m� �w EL.174" R mJ R M o . 67 5/5" EL.164" m p � J 154 3/ ' = w r a 3 tv LANDING 136 3/ L7 n;a a yz.. 3 � � m 118 3/ w d rn CO co L� M h N V_ m 9 3A EL94" � j JO W O Q L7 P. OU Z¢ Z K mZW E S N~ Z �U C3 w r ZW J W¢ EL. 3/4" PRELIMINARY DRAWING ONLY o m DRAWING APPROVAL+ J THIS BRAVING REFLECTS GUR INTERPRETATION OF THE INFORMATION PROVIDED BY SI'• 4N THE DEALER ON THE ORDER FORM. THIS INFORMATION IS THE DEALER'S m RESPONSIBILITY, AND IS THE BASIS FROM WHICH THIS LIFT IS DESIGNED AMD MANUFACTURED. PLEASE INDICATE THE REOUESTED ACTION BY CHECKING ONE OF THE FaLL BOXES AND SIGNING BELOW TO AUTHORIZE COMPLETION OF THIS ORDER, LANDING LLL APPROVED WITH NO EXCEPTIONS MANUFACTURE PRODUCT AS PER DRAWING •''3„ • APPROVED WITH EXCEPTIONS, NO REAPPROVAL :=:;i :-t <; , y?,:, REQUIRED .. PIT DEPTH MAKE CHANGES AS NOTED, NO REAPPROVAL DRAWING REQUIRED EL. 0.00 E L E V A T I I N B— B QU ❑ CHANGE AS NOTED, REAPPROVAL REIRED MAKE CHANCES AS NOTED, SENDENDCORRECTED BRAVING QU FOR REAPPROVAL BEFORE MANUFACTURE ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections TYPICAL PLAN 65 5/16" —FINISHED RUNWAY LENGTH 3" <PIT LENGTH) RUNNING CLEARANCE 60" CLEAR INSIDE– CAB NSIDECAB LENGTH 30 CHANGES REQUESL L Z SIGNATURES DATE C60310. [NCE THE 1M17W IS APPROM, . CANCELLATION FEES VILL APPLY D]EQDAAD"I VM ANP. NCdIE'Im VIP City of Wheat Ridge Building Division HALL CN.1. - SURFACE REMOTi 5.175 1iI. KEY CAR OPERATING PANEL EMERGERcrucHr a��� EMERGENCYSTOP N` \'/-104 (SOES4C t—I i_.J.t=I_L= V ,JC=i< V .—JH V HIC1H LJJH U//18/17 GENERAL ARRANGEMENT PAPPLEWE❑I] BAPTIST CHURCH 0 /18/19 rd . 11200 W. 32ND A \/ E, W H E A T R I D G E WKM J°e Na SHEETa M ENCLOSED VERTICAL WHEELCHAIR PLATFORM LIFT P O O O O O l 30 /4" ERER —TO ax . zQ Jv U CHANGES REQUESL L Z SIGNATURES DATE C60310. [NCE THE 1M17W IS APPROM, . CANCELLATION FEES VILL APPLY D]EQDAAD"I VM ANP. NCdIE'Im VIP City of Wheat Ridge Building Division HALL CN.1. - SURFACE REMOTi 5.175 1iI. KEY CAR OPERATING PANEL EMERGERcrucHr a��� EMERGENCYSTOP N` \'/-104 (SOES4C t—I i_.J.t=I_L= V ,JC=i< V .—JH V HIC1H LJJH U//18/17 GENERAL ARRANGEMENT PAPPLEWE❑I] BAPTIST CHURCH 0 /18/19 rd . 11200 W. 32ND A \/ E, W H E A T R I D G E WKM J°e Na SHEETa M ENCLOSED VERTICAL WHEELCHAIR PLATFORM LIFT P O O O O O l PROVISIONS BY OTHERS SPECIFICATIONS ENERAL OISTWAY - THE HOISTWAY MUST BE DESIGNED AND JILT IN ACCORDANCE WITH 'SAFETY STANDARD FOR -ATFORM LIFTS AND STAIRWAY CHAIRLIFTS' OR 'SAFETY ODE FOR ELEVATORS AND ESCALATORS' AND ALL STATE 4D LOCAL CODES, LOMB RUNWAY- DUE TO CLOSE RUNNING CLEARANCES OWNER/ SENT MUST ENSURE THAT HOISTWAY AND PIT (WHERE PROVIDED) ZE LEVEL, PLUMB (-/+ 1/8" (3 mm)) AND SQUARE AND ARE IN =RDANCE WITH THE DIMENSIONS ON THESE DRAWINGS. INIMUM OVERHEAD CLEARANCE- OWNER/AGENT MUST 4SURE MINIMUM OVERHEAD CLEARANCE IS IN COMPLIANCE WITH ]DES. ONSTRUCTION SITE- OWNER/AGENT TO PROVIDE ALL aSONRY, CARPENTRY AND DRYWALL WORK AS REQUIRED AND TALL PATCH AND MAKE GOOD (INCLUDING FINISH PAINTING) ALL ZEAS WHERE WALLS/FLOORS MAY REQUIRE TO BE CUT, DRILLED 2 ALTERED IN ANY WAY TO PERMIT THE PROPER INSTALLATION THE LIFT. IMENSIONS- CONTRACTOR/CUSTOMER TO VERIFY ALL :MENSIONS AND REPORT ANY DISCREPANCIES TO OUR OFFICE (MEDIATELY. TRUCTURAL LOOR/SUPPORT WALL LOADS— CONTRACTOR TO ,SURE THAT BUILDING AND SHAFT WILL SAFELY SUPPORT -L LOADS IMPOSED BY THE LIFT EQUIPMENT. REFER TO THE ]AD DIAGRAM ON THIS DRAWING. AST TO BE SECURELY FASTENED- WHERE REQUIRED 4E MAST MUST BE SECURELY FASTENED TO THE STRUCTURAL JPPORT WALL. REFER TO WALL / FLOOR SUPPORT LOAD :AGRAM AND WALL LAG DIMENSIONS ON THIS DRAWING. 'HERE DOORS ARE REQUIRED- SUITABLE LINTELS MUST PROVIDED BY OWNER/AGENT. DOOR FRAMES ARE NOT DESIGNED ] SUPPORT OVERHEAD WALL LOADS. ELECTRICAL GENERAL- ELECTRICAL EQUIPMENT AND WIRING TO COMPLY WITH SECTION 38 OF CSA C22.1 (CANADA) OR SECTION 620 OF NEC ANSI/NFPA 70 (USA). POWER SUPPLY-120VAC, 20A, 60HZ, 1PH CIRCUIT THROUGH A FUSE DISCONNECT WITH AUXILIARY CONTACT ON MAIN POWER SUPPLY, PROVIDE TWO 18 AWG CONDUCTORS BETWEEN CONTACT AND CONTROLLER. LIGHTING -LIGHTING OF 100 LX MIN. AT PLATFORM AND LANDINGS. LIGHTING WITH SWITCH AND ELECTRICAL GFCI OUTLET IN HOISTWAY PIT. PHONE IF A TELEPHONE CIRCUIT IS REQUIRED, JACK OR PHONE ARE PROVIDED ON THE CAR, A DEDICATED ANALOG PHONE LINE (NO VOID) IS REQUIRED TO BE PROVIDED BY OTHERS TO THE CONTROLLER FOR VOIP, PLEASE CONTACT SAVARIA. ENTRANCES UPPER LANDING GATES- WHERE REQUIRED, SMOOTH SOLID BARRIERS ARE TO BE SUPPLIED AND INSTALLED ON BOTH SIDES OF ENTRANCE AT UPPER LEVEL AND MUST BE A MINIMUM OF 42' (1067 mm) HIGH. ENTRANCE ASSEMBLY MUST BE IN PLACE PRIOR TO THIS PROVISION. FASCIA PANEL BELOW UPPER LEVEL ENTRANCE— WHERE REQUIRED, FASCIA PANEL MUST BE FASTENED TO A SOLID WALL AND BE PERPENDICULAR TO THE FLOOR AND WALLS. HOISTWAY FASCIA IS NOT SELF-SUPPORTING FOR LONG, CONTINUOUS RUNS VOID OF ENTRANCES. ADEQUATE SUPPORT FOR THE FASCIA MUST BE PROVIDED. ENTRANCE ASSEMBLIES- ENTRANCE ASSEMBLIES MUST BE ADJUSTED TO ALIGN WITH PLATFORM AND INTERLOCK EQUIPMENT. GENERAL CLASSIFICATION, APPLIED CODE, SPECIAL NOTE, MODEL, CAPACITY, NOMINAL SPEED, TRAVEL, PIT DEPTH, PLATFORM SIZE, POWER SUPPLY, BATTERY BACK UP, JACK UNIT STROKE, PLUNGER O/D, CYL, O/D, CYL. I/D, CONTROLLER MODEL, TYPE, QPS #I CONTROL VOLTS, CONTROL AMPS, H.P., AMPS, MFR., POWER UNIT EWosed Vertical Vhedd& RatfVR Uft MOTOR, ASME A18,1-2011 Section 2 Pub FLOW, V-1504 Shaftway or DeEHfhNISH 750 lbs (341 kg) 20 fpm (0.102 m/s) 120" (3048 mm) 3" (76 mm) 42" X 60" (1067 mm X 1524 mm) 120V,20A,60Hz,SINGLE PHASE down direction only 72" (1829 mm) 1.5" (38 mm) 2,125" (54 mm) 1.75" (44 mm) V-1504 CPFS LR1390-7R1 24VDC 1 A 1.5 HP USED 15 AMPS SAVARIA 3.0 HP, 24V DC L15 Gat/min (4.35L/min) STEEL. V PAINT HYDRAULIC DATA DOOR TYPE OIL TYPE, UNIVIS 32 INDOOR ENTRANCE SIDE DEXRON ATF OUTDOOR GALLONS REQ'D, 1.0 Gat (3.79 L) MAXIMUM WORKING PRESSURE, 2500 psi (17.2 MPa) RELIEF PRESSURE, WPx125% MAX. MAXIMUM RELIEF PRESSURE, 2500 psi (17.2 MPa: HYDRAULIC HOSE, 1/4" (6.4 mm) II BURST, 20000 psi (137.9 MPo FITTINGS, 1/4' (6.4 mm) NPT MAL SUSPENSION CHAIN 2X #50 ROLLER CHAIN BREAKING STRENGTH, 7171 tbs (30 kN) each SAFETY BRAKE, TYPE 'A' 781 [30.751 -- FROM 3HP MOTOR 11R a 32 [1.257 014 10056 u [2a MOUNTING BRACKET OTHERS TO ALLOW AN ADEQUATE ROUGH OPENING. DOOR TYPE RETURN WALLS- RETURN WALLS AT ENTRANCES MUST BE PLUG IN MANUAL ENTRANCE SIDE BUILT-IN BY OTHERS AFTER ENTRANCE ASSEMBLIES ARE IN PLACE. TOUCH UP PAINT, DOOR SWING ajRLVCE ASSEMBLY MUST BE SECURELY FASTENED TO Public Building DOOR INSERT LOCK TYPE no PHONE OR PHONE PLUG, AUTO DOOR OPENI RAST no CUSTOM DOOR WE LOCATION, INDOOR I CUSTOM DOOR HE SIDE_ A SIDE C IN FRAME CALL ' ENTRANCE LOCATIONS L�_�\ PLATFORM CALL STN. TYPE CALL STN. KEYED CALL STN. STOP 4 CALL STN. MOUNT INSULATED PROD[ WALL / FLOOR SUPPORT LOAD DIAGRAM WALL LOADING 472t1os(21kN) R2 AT EACH BOLT OF R 3 BRACKET TWO BOLTS PER BRACKET 13917 FLOOR TO HADSUPP❑RT LOAD ❑F, 32001bs(14.2kN)x R3 *(IN IMPACT) •rm.¢uw s ann ,aw rua uv� inn At numu..c sr�z � •.�_ •. SINYCIIPAL OGYIDt 6 RDS M'df GLLLIATC TE Ei[-QE[VIC � ILL.➢ OPTIONS PROVIDED EMERGENCY PENDENT PLUG IN MANUAL WINGS, no TOUCH UP PAINT, 1 can(s) BUILDING, Public Building LIGHT CURTAIN, no PHONE OR PHONE PLUG, Hands free p FLOOD SWITCH, no REMOTE MACHINE ROOM,Not required LOCATION, INDOOR I LOWERING BOX RAMP, EXTRA KEYS, WALL FASTENERS, UNDERPAN SENSOR, one UNIT COLOUR, FLOOR, FOLD SEAT, mFauTo vam ANp. Ma %0= SNP. ]ADS CALCULATED ON BASED ON ANCHOR POINTS EVERY 48' D A T A SHEET A P P L E W O D B A P TIS T cj 1-<L H u � H ✓ERY TOWER SECTION NEEDS TO BE ANCHORED. IF SPACING 11200 W. 3 2 N Il A \/ E, W H E A T F2 I I7 G E INCREASED, LOADS PER BRACKETS WILL INCREASE ACCORDINGLY ENCLOSED VERTICAL WHEELCHAIR PLATFORM LIFT No Ramp Required 0 none no Standard Color - Atnond Beige Anti—Skid Palnt (G no N°' \/-1SO4 1C 0ES46 sv.. Na SIiEFT Na P 0�@f0 0 of Wheat Ridge Building Division -- 44'[1118] ROUGH OPENING ----3 (33.75' 1857mm3 CLEAR OPENING) C FRONT VIEW c� D J 7 D D TALL CALL ❑PTI❑NAL) WR500 J GAL LOCK (OPTI❑NAL) 135"135" [441 �— 1441 CHANNEL SILL ANGLE SILL SIDE VIEW WALL ATTACHMENT (8X) #8 X 3 FH SCREWS (SHIM AS REQUIRED) PIT ANGLE SILU SCREW ON WALL CHANNEL SILL. SCREW ON i l LffT PLATFORM SLRr^/.LE HIrlGE POST �] SLRM POST RIGHT HAND SWING 0 0.34' 19 mm] SILL CAB SILL 0.25' 16 mm3 VERTICAL SECTI❑N NOTES, A. DRYWALL OR PARGDJG BY OTHERS) AS REOM. B. SEE DATASHEET OF THE INSTALLATION DRAWING F[ LANDING ENTRANCE SCHEDULE. C. ALL INFORMATION IS SUBJECT TO CHANGE. GENERAL INFORMATIONS, — EACH LANDING ENTRANCE SHALL BE SUPPLIED AS . FINISHED ASSEMBLY WITH DOOR AND FRAME BLANKI REINFORCED,DRILLED AND TAPPED FOR ALL COMPON DETAILED, READY FOR INSTALLATION. — DIFFERENT PANEL INSERT MATERIALS ARE OPTIONA — DIFFERENT LOCKS SUCH AS GAL, OR WR500 ARE OPTIONAL — AUTO DOOR. COMMANDER IS PROVIDED. 1.75' [45 mm3 �36' [914 mm3 —ENTRANCE WIDTH —1 3' [76 mm3 3' [76 mm3 42.25' [1073 mm3 1.75' [45 mm3 36' [914 mm3 �--ENTRANCE WIDTH 3' 176 mm3 3' 176 mm3 42' [1067 mm3 HORIZONTAL SECTION tfIcmim \8901 STW.. Lum vm suw.. First Level Door WSTWER: H.E.S.EL_E\/.SER\/.—SA\/ARIA USA PROJECT: BAP how Profile Doors aid Gates 11200 W. E IN DBA EI W H E A T I I] G E ENCLOSED VERTICAL WHEELCHAIR PLATFORM LIFT \/-1504 C 0646 I-- 44[1118] ROUGH OPENING �o (33.75' 1857mm] CLEAR OPENING) C FRONT VIEW c-� D I TALL CALL OPTIONAL) WR500 ----J GAL LOCK (OPTIONAL) 1,75' [441 1.75' [441 CHANNEL SILL ANGLE SILL SIDE VIEW WALL ATTACHMENT (8X) #8 X 3 FH SCREWS (SHIM AS REQUIRED) ANGLE SILL, SCREW ON WALL CHANNEL SILL, SCREW ON PIT LIFT PLATF.H SURFACE HINGE PAST �] SLAM PAST RIGHT HAND SWING 1 RUNNING 0,34' C9 mP17 SILL UCAB SILL 0.25' [6 VERTICAL SECTION NOTES, A. DRYWALL OR PARGING ®Y OTHERS) AS REO'D, B. SEE DATASHEET OF THE INSTALLATION DRAWING FI LANDING ENTRANCE SCHEDULE Ci ALL INFORMATION IS SUBJECT TO CHANGE GENERAL INFORMATIONS, - EACH LANDING ENTRANCE SHALL BE SUPPLIED AS i FINISHED ASSEMBLY WITH DOOR AND FRAME BLANKI REINFORCED,XRD_LED AND TAPPED FOR ALL COMPON DETAILED, READY FOR INSTALLATION. - DIFFERENT PANEL INSERT MATERIALS ARE OPTIONA - DIFFERENT LOCKS SUCH AS GAL, OR WR500 ARE OPTIONAL - AUTO DOOR. COMMANDER IS PROVIDED. 1.75' [45 mm] 36' 1914 mm] rENTRANCE WIDTH ----I 3' [76 mm] 3' [76 mm] 42.25' [1073 mm7 1.75' [45 mm3 36' 1914 mm] �-ENTRANCE WIDTH 3' [76 mm]3' [76 mm] 42' 11067 mml HORIZONTAL SECTION 0]FIOAADOI NR901 SLAW: Second Level Door `H E ARIA USA 07/18/19 / PROJECT: w1 um Low Prof ire Doors aid Gates A P P L E W 0 D D B A P T I S T CHURCH 07/18/19 11200 W, -32ND A�/E,WHEATRIDGE WORM ENCLOSED VERTICAL WHEELCHAIR PLATFORM LIFT Na U — 1 0 4 "°"I fS �0tS4ES s ♦ ria N0.P000 ©SK 4 E Wheat Ridge Building Division Wheat Ridge Building Division W SK40 (E) (-9') Wierw (E) (-9") T6 11 E IISTING PARTI ZION WALL PARTIAL UPPER LEVEL FRAMING PLAN SCALE: 1/8" = l' -O" NOTE: 1. DRYWALL BY OTHERS 2. " SEE ELEVATOR MANUFACTURER 3. "" SEE ARCH. DRAWINGS HSS4xDXY2" (SEE DETAIL 08/5-01 FOR �BASEILATE) PARTIAL FIRST FLOOR PLAN SCALE: 1/8" = V-0" NOTE: DRYWALL BY OTHERS 5o1 ECTION /4" = 1'-0' NOTE PreovmE GROUT BETWEEN TOP OF ADDED BEAM AND BOTTOM OF EXISTNG SLAB (NOTE TWICAL AT ALL ADDED BEAM LOCATIONS) 4" THE JOIST D4 5-01 03 TYP. NEW HSS BEAM CONNECTION s—o1 TO EXIST JOIST 4" THE DB STRENGTHENING OF JOIST S-01 SCALE 3/4'=1'--0" ADDEDDPNG ]" 4" EXIST. COLD. SLAB FOR ELEVATOR H552$x2KX4' S KWIK BOLT TZ ADDED BEAM CS ANCH DRS AT EMBED) PLATE WELDED TO HSS 2R" Ds SECTION 5-01 SCALE 3/4" - V-A ADDED DPNG -,A E- 4" EXIST. FOR ELEVATOR I GONG. SLAB BENT PLATE n SECTION S -D1 SCALE 3/4' - 1'-D" V.IF EXIST. JOIST a4 SECTION S -o1 SCALE' 3/4• - 1•-O• n�. HSSZRX2 xXWis H554X4Xe 1/e 65 -01 m HSS2 YzX2 YzX5/6 TO HSS4x4x3/S CONN DETAIL SCALE: 3/4 - 1'-O" BASE PLATE (lOX4)PXR") 1" HIGH STRENGTH NON -SHRINK GROUT Ya° KWIK BOLT TZ CS ANCHORS oz TYP. JOIST SUPPORT DETAIL s-01SCALE: 3/4' = Y -D" III 0 $T HSS4.e4XYa 1/e EXIST, OTHER SIDE SLAB 1/8 ozls CUT IN THE EXIST. SLAB OR COLO. SLAB n HSS4X4XY -o1 COLUMN L IT A2G D BEAz2YaEA ADDEM ADDED HSS4X4Xi§" 10 DETAIL OF SLAB CUT AROUND 5-01 ADDED ELEVATOR COLUMNS Y" BENT PLATE SCALE: 3/4' - 1'-O" J" V.LF SECTION 5-01 SCALE: 3/4" - 1 -D' 4" EXIST GONG. SLAB 6'-59/,6ADDED OPENING FOR NEW LIFT N N N N N N N N N ADDED H554x4xEG' 15'_4° 15'-0" ADDED (z)L22a" ADDED (2)L2K2 e" W SK40 (E) (-9') Wierw (E) (-9") T6 11 E IISTING PARTI ZION WALL PARTIAL UPPER LEVEL FRAMING PLAN SCALE: 1/8" = l' -O" NOTE: 1. DRYWALL BY OTHERS 2. " SEE ELEVATOR MANUFACTURER 3. "" SEE ARCH. DRAWINGS HSS4xDXY2" (SEE DETAIL 08/5-01 FOR �BASEILATE) PARTIAL FIRST FLOOR PLAN SCALE: 1/8" = V-0" NOTE: DRYWALL BY OTHERS 5o1 ECTION /4" = 1'-0' NOTE PreovmE GROUT BETWEEN TOP OF ADDED BEAM AND BOTTOM OF EXISTNG SLAB (NOTE TWICAL AT ALL ADDED BEAM LOCATIONS) 4" THE JOIST D4 5-01 03 TYP. NEW HSS BEAM CONNECTION s—o1 TO EXIST JOIST 4" THE DB STRENGTHENING OF JOIST S-01 SCALE 3/4'=1'--0" ADDEDDPNG ]" 4" EXIST. COLD. SLAB FOR ELEVATOR H552$x2KX4' S KWIK BOLT TZ ADDED BEAM CS ANCH DRS AT EMBED) PLATE WELDED TO HSS 2R" Ds SECTION 5-01 SCALE 3/4" - V-A ADDED DPNG -,A E- 4" EXIST. FOR ELEVATOR I GONG. SLAB BENT PLATE n SECTION S -D1 SCALE 3/4' - 1'-D" V.IF EXIST. JOIST a4 SECTION S -o1 SCALE' 3/4• - 1•-O• n�. HSSZRX2 xXWis H554X4Xe 1/e 65 -01 m HSS2 YzX2 YzX5/6 TO HSS4x4x3/S CONN DETAIL SCALE: 3/4 - 1'-O" BASE PLATE (lOX4)PXR") 1" HIGH STRENGTH NON -SHRINK GROUT Ya° KWIK BOLT TZ CS ANCHORS oz TYP. JOIST SUPPORT DETAIL s-01SCALE: 3/4' = Y -D" III 0 $T HSS4.e4XYa 1/e EXIST, OTHER SIDE SLAB 1/8 CUT IN THE EXIST. SLAB OR COLO. SLAB n It. 10 ADDED L2x2xA (ASTMS LF �ExIST. A36) CONNECTING TDP JOIST CHORD AND NODAL POINT 1/6 AT BOTTOM CHORD (SEE NOTE 1) /e os ADDED WEB MEMBER CONN. TO TOP & s-mBOTTOM CHORD AT NEW HSS BEAM SCALE: 3/4' - V -D' NOTE 1. PROVIDE RVA AT OTHER SIDE OF EXIST WEB OF JOIST FOR CLEARANCE. DEBASE IEDUAe Hss4x40j" oe TYPICAL COLUMN BASE PLATE DETAIL 5-01 SCALE: 3/4' - Y -O 2 CUT IN THE EXIST. SLAB 4 EXIST. COLO. SLAB n HSS4X4XY 5-01 COLUMN L IT A2G D BEAz2YaEA ADDEM (T�) 10 DETAIL OF SLAB CUT AROUND 5-01 ADDED ELEVATOR COLUMNS Y" BENT PLATE SCALE: 3/4' - 1'-O" SECTION 5-01 SCALE: 3/4" - 1 -D' 13 COLUMN SPLICE NONE COR MN sNALL eE VELESLAB SUPPORTED TEN TILL CONNECTION TO UPPER LEVEL SLAB As PER DETAIL n /s—m Is IN PucE, SECUENCE FOR ADDING NEW ELEVATOR OPENING 1, LIVE LOADS AT UPPER LEVEL FLOOR SHALL BE REMOVED FOR ONE BAY IN EACH DIRECTION WHERE OPENING FOR NEW ELEVATOR TO BE ADDED. 2. DEMOLISH EXISTING PARTITION WALLS (FOR EXTENTS, REFER TO ARCH.) 3. REMOVE FALSE CEILING BELOW UPPER LEVEL FLOOR. FOR EXTENTS, SEE ARCH. 4. CONNECT HSS4X4XA' TO TOP CHORD OF EXISTING JOIST AS PER DETAILS 03/S-01 TO EXISTING JOIST. 5, CONNECT L2z2x� (ASTM A36) ANGLE BETWEEN TOP & BOTTOM CHORD OF TRUSS AS PER DETAIL 05/5-01. 6. CONNECT HSS20S2DX5j6 AS PER DETAIL 07/S-01. CONNECT HSS WITH BOTTOM OF SLAB WITH ANCHORS AS PER DETAIL 9/5-01. J. FILL THE GAP BETWEEN T/ADDED STEEL MEMBERS AND B/EXISTING SLAB TIGHT TO FILL THE GAPS. 8, CUT THE UPPER LEVEL SLAB As MARKED ON PLAN WITH EXISTING DECK & SLAB REINA. 9. ADD ANCHORS AT TOP OF SOG AT FIRST FLOOR LEVEL FOR COLUMNS AND ADD COLUMNS WITH BASE PLATE As PER DETAIL 8/S-01. 10. CONNECT COLUMNS WITH UPPER LEVEL SLAB AS PER DETAILS 10/S-01 & 11/S-01. 11, COAT WITH ANTICORROSION PAINT ON EXPOSED CUT SURFACE OF UPPER LEVEL SLAB TO AVOID CORROSION OF EXISTING SLAB RARE. 12. DRYWALL BY OTHERS SHALL BE PROVIDED ALONG WITH ERECTOR OF ELEVATOR. 13. LIVE LOAD ON UPPER LEVEL SLAB SHALL BE ADDED. 14. THE ABOVE NOTES FROM NOTE 1 TO NOTE 13 ARE AS A GENERAL GUIDANCE ONLY AN THE ENGINEER OF RECORD SHALL NOT BE HELD RESPONSIBLE FOR THE ABOVE MENTIONED SHORING PROCEDURE OR FOR DAMAGES TO THE EXISTING STRUCTURE OR PARTS THEREOF WHILE ADDING NEW LIFT AND REPAIR AROUND THE DESIGNATED WORK AREA. ULTIMATELY, IT IS THE RESPONSIBILITY OF FABRICATOR/CONTRACTOR FOR ALL SHORING, METHODS AND MEANS, REMOVAL OF EXISTING STRUCTURE OR ITS PARTS. 15, ANY FINDINGS OF STRUCTURAL DAMAGES DURING RETROFIT NEEDS TO BE BROUGHT TO THE ATTENTION OF ENGINEER OF RECORD IMMEDIATELY. cav or Wheat Ridge DWI Division U W 2� U Q H = N � H w a� aLLI Z mQ D Z ON M O W c\l NO IDATE REVISIONS CAVA TITLE PARTIAL FIRST FLOOR AND UPPER LEVEL FRAMIN PLAN AND DETAILS SCALE 1/3 - 1 0^ DATE OCTOBER 272020 CAVA NO SO 1201208 VAC/ Zc)c)*q PANEL VENDOR TO PROVIDE MOUNTED NEXT 20 A c TO V1504 20 A V1504 1 P 3-#12AWG L FUSED DISCONNECT MAIN FLOOR BAVARIA V-1 504 VERTICAL PLATFORM LIFT ONE LINE DIAGRAM SAFETY V-1504 FRONT VIEW ELEVATION MAIN FLOOR SVVTTCH LATE LOCAMON) ECT MAIN FLOOR PLAN BILL OF MATERIAL ITEMQTYDESCRIPTION CIRCII DRE6K 8 1 .-.20A.A2 I P (FOR IIE G4242ML:3200 PANEL WIRE SOET #J2 BLACK 501FT 912 WHIM 50ET #12 GREEN CQNDUIT 40171 EMT SAFETY -§jIMT - OVAC, I PHASE, 30A MIN, _gH FUSIBLE , 12 F 1 -20A TYPE FRN ELECTRICAL PLAN City of Wheat Ridge Building Division illwN.�)'�rjA�tiN(S�POEI')COTI� ON ECORD O�cup4PY� INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection 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 Pier Initials Comments Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Electrical Initials Comments Sewer Service Plumbing Do Not Cover Under round or Below/In-Slab Work Prior To Approval Of The Above Ins Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing 4 Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Landscaping & Parking / Planning Dept. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building Comments 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. 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 The City of Wheat Ridge Inspection Check List notes id-Roof Roof Ins4ection ❑ N/A ass ❑ Fail [e'1 A ❑ Pass ❑ Fail Structural roof components ❑ N/A -Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A Q Pass ❑ Fail Flashing for roof and walls rtb/ ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) �N/A ❑ Pass ❑ Fail Verify sheathing nail pattern ( See policy & Proceedures) EL" ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A Cuss ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A [Pass ❑ Fail Verify vent caps ❑ N/A D'Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 04 piece per shingle [�WA ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A 2"Pas5 ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Erpass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A C1�5s ❑ Fail Verify roof slope for proper drainage 8-.112— D N/A [t�--Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A ['Pass E]Fail Dripedge shall be mechanicaly fastened 12" OC ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, Patios, carports, open on three sides with min. slope of 1:12 t[g'N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope [:D,.N/A ❑Pass ElFail Above roof insulation R-25 ❑r N/A E7/Pass ❑ Fail Below roof residential R-38 rNEJPass ❑ Fail Below roof commercial R-32 ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements ❑ ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A E3 Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min_ of 3/4 " high splash diverter l rib built-in at the flow line with sections overlapping a a 4" min. of Tile Roofs a uirements ❑ N/A ❑ Pass Fail Clay and concrete the shall have a min. 2-1/2:12 slope - Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection List notes Mid -Roof Notes -D Company Name: �+- �- inspector signature: Date of Inspection:i`- The City of Wheat Ridge Inspection Check List notes Final Roof Roof Inspection ❑ N/A Pass ❑ Fail (�/A ❑ Pass ❑ Fail Structural roof components ❑ N/A [amass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A [Pass ❑ Fail Flashing for roof and walls µp� ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the F' permit description (Valuation must be adjusted) (,A ❑ Pass Fail Verify sheahing nail pattern ( See policy & Proceedures) ® N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A ass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A r52 -Pass E] Fail Verify vent caps F1 N/A 2 -Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A ('Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle W -N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A ('Pass d Fail Ice and water shield 2' in heated wall spaces ❑ N/A P Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A Q"Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Crass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A ass ❑ Fail Dripedge should extend down min 2" past roof deck Q N/A R Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC �p ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 Pass ❑Fail Modified Bitumen, EPDM, TPO min slope 1!4:12 slope N/A KPass ❑ Fail Above roof insulation R-25 ❑ N/ Q Fail Below roof residential R-38 I/4-_ ❑ Fail Below roof commercial R-32 �N/A ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection '1- - Roof Shin les Requirements ❑ N/A ❑ Pa ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ NIR r❑ Pass ' ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ Pass Q Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile ofs Re uirements ❑ N/A ❑ P s ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Fina i s - -�_- Notes Company Name: Inspector signature: Date of Inspection: 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: 09 P_1�0t �'NA Job Address: 1 l -zw LA j o A Permit Number: 201_70-2,72.4-' C) ❑ No one available for inspection: Time Re -Inspection required: When corrections have been Date:loblo-- Ir DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division x (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M)b Job Address: 12aD W 32� AW Permit Number: Z0)'_20 3"77 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes 6 When corrections have been made, call four re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Roofing PERMIT - 201703774 201703774 ISSUED: 07/12/2017 11200 W 32nd AVE EXPIRES: 07/12/2018 Reroof 99 squares; 4/12 pitch using OC duration shingles *** CONTACTS *** OWNER (303)232-9575 APPLEWOOD BAPTIST CHURCH SUB (303)694-4363 Glen & Sandra Thiessen 140071 Thiessen Const. & Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 41,573.52 FEES Total Valuation 0.00 Use Tax 873.04 as Permit Fee 637.55 ** TOTAL ** 1,510.59 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. City of Wheat Ridge Commercial Roofing PERMIT - 201703774 PERMIT NO: 201703774 ISSUED: 07/12/2017 JOB ADDRESS: 11200 W 32nd AVE EXPIRES: 07/12/2018 JOB DESCRIPTION: Reroof 99 squares; 4/12 pitch; using OC duration shingles I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed a that all work be per 0 ed rs disclosed in this document ar�d/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date dr I. This permit was issued based on the information provided in the permit application and accompanying pians and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made -be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4_ No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, 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 of Chief Building Official �_s Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat idge 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(c�ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # ao 1 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: r I ,D0G (k). '3 Q N +p (- vt;✓ Property Owner (please print): p; 51, c p pn.T- (ice , If Phone: 3c - Property U Property Owner Email: Mailing Address: (if different than property address) Address , State, Architect/Engineer: Architect/Engineer E-mail: Phone: --I-i Jt -t ��s �.�� � ��� C •i1 c k--) w � l� Contractor: Contractors City License #: 11400 6 I Phone: Contractor E-mail Address: y rFt c_e . Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE [4 COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT [OTHER (Describe) A PPL �,o a -P hi 1 ( iiA-4 It -C -A CAD (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. FULF ' Amps Btu's �H II'J t',7x-£5 Gallons Squares 1 9 Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) , �4, 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. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ �IH IESSE N 1�C�`,� � J'1 (/ ' •�N 'fir C r�i CC7 N STRUCTION 6 RO QFING Vomer ! -+ 8200 S. Quebec St. #A3-502 Office: 303-694-4363 /L2 Co tU r 3 � N ` , Centennial, CO 50112 Fax: 303-779-1377 Address Dr-ri %j C-- l7 -f c fr U C- A rnlnrarin I irnncari GnArialty innfractor City ',State tate` Zips Insured by: Phone Email Affordable American Insurance 1s74c ,dC (),A) f) �,>�s (o c� 303 795 5242 Insurance Compan Claim x Thi essen Cofistruction and Roofing (TCR) shall hold in trust any payment received until the materials have been delivered to the property above or the majority of the work has been completed. Colorado Law grants the homeowner a three (3) day Right of Rescission (See back for more information). By Colorado Law; TCR cannot pay, waive, rebate or promise to pay, waive or rebate all or part of any deductible applicable to the claim for roofing work on the covered residential property. Permit Furnished _ _ `"S -- Grade/MFG of Shingle: Shingle Color & Qty:ottd Ridge Material & Qty: �7 Valleys / Qty: / Tear Off Qty &Number of Layers /f 9 •� Pitch: A Stories: �1 2 151b Felt, Felt: Ali! Plumbing Boot Jacks: �f "' C. Vent Caps & Collars: ice/Water Shield & Qty:_g 30 " ' Drip Edge/Flashings: y x� 4 ` C Gutters & DownspoutsQty:m. 5 Skylights: // '� 4 12 Attic Vents: �c'�'���' ler^' Special Decking Requirements: Windows & Screens: Siding & Trim: _ - - _94 ---,� Painting &Mist.: Jk49A-!---. �s Remove Demolished Debris from Roof, Yard and Gutters Protect Landscaping (Where Necessary) Scope of Work/S a pal Instructions: 73 Contract Amount: $ y_ c� 3 /DU u -C u Date to Begin 7. 31,17 Payment: 1/2 no later than delivery of materials and balance upon receipt of funds from the insurance company This agreement is for the full scope of the insurance proceeds and is subject to the insurance company approval. By signing this agreement the customer is authorizing Thiessen Construction and Roofing (TCR) to pursue the customer's best interest in all repairs at a price agreeable to the insurance company and TCR. The only cost to the customer is the deductible and any agreeable upgrades. The final cost agreed upon by the insuran company and TCR shall be the final contract cost. All work is ranteed to be free of defect from installation and wor manshi r a period of five (5) years. f '? 2 r,, dn ntriro r)nto TrR AUthn/i7orl Anont Cinnntizro nn to City of Wh6akl- 0, - ,L& I FOR OFFICE USE ONLY V1 NJ I A ty — I Alan! It # ) D t 0 4 Plan Review Fee, $ �T- Building Permit Application N 03 MM= Elect6cal W,R, City License # 10fig M Plumbing- 54 5., cc� /4 Complete all information on BOTH sides of this for 11 200 W 32"" Avenue ` 01 ld -- Work shall compl �it� the 0, 8 IBC, l , l C [ I any applicable City of Wheat Ridge Munic C odes. Sign branch circuit sizing, � disconnecting e l °eme t and location, grounding and bonding pe r article 600, 2011 NEC. 9OR Wheat Ridge Building Department Approved r l L Valift of 5 The i of a per or oppoval of plas, WCOMptat shall not be a permit for, or an appmva o any of the visions of fhe buftrig code or of any Cry ordWnm. PMUM Ing to give authority to violate of Canes ft Pr Ou Ndi"O C O&S Ar other ordinances of the C4 O xII mt hr valid, APPROVE -S' a " h Aker You must complete this sheet and include it in the submittal package for any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. Contractor: property, The allowable sign size is related ti;building size. If the building is 0 — 1,500 square feet in size, you are a i 1 11 11 1 I I MMIN RIF � I ''M 1 11111 ir r Lj Check here if the sign is existing and you are replacing a cabinet or face with the same size cabinet • face. # 0 M # For most freestanding signs, the maximum height is 15 feet. For properties within 1 /4mile of the interstate, freestanding signs may be 50 feet tall. These signs must be setback at least 30 feet from the street right-of-way. EMMMEOM= The new proposed freestanding sign will be 4' - feet tall. m 1� � 1111TI''! ii g: gii�'�Ig�iinpi� III p • The new proposed sign will be setback W feet from the street right-of-way. All freestanding signs must adhere to the sight distance triangle requirements as listed in Section 26-603 of the Code of Laws. '� . ,d ,... ��. �� �� \ } � ) 'eve \ \ � ,� A \ \ ! � �� \ } � ) 'eve \ \ � ,� try c Wh(--- at 1�,',dgel r 4 mw�ri Review ltttatt <;'3t tim kataPtlaalb; TUS allons Amp _ __ Stl Ft A RAC F( KNATURE OF UNDERSTANDING AND ACiRETNIENT I las: r Ir y (hat tiara cart di+taraaccs ltratixascc3 by this lrca'raait application are Mresa it atc .and cl,a,s<at e iolartc applic„ able tsrdinasr'rccs, a °aa3c car mplation of M - y of Witc° at l2idgi; art' cravctt:arats, case aaeims or rrstr °fiction , aat'rcce'arth that all rttcaaaats¢°t»rr ems aaiscsecsa and allegations made aatc :ac tc. that I have read ;aaatl as rccv to athscic^ las all aaeraclations irriataa"d on this application atatcl that I aas aaeaac h1H responsaleifity tins° cure race° %N ith aapplica Cats= cei` 1' hvaat Ridge cocle s and ctrthnaartc art: for ee =aiA trnd er saran p;€ nit is� ied b ast"al on this appficallklflw tls:a . it the legal owner or have heen authorized by, the to al trey tm° cet`tha: pmpertw to perform fltc th:scrilaca.i work aaed aattt ,als,"a aautho l by the lcg ai o%N' -r ofany enti" atecluticcl on this application tea list that crrtit " earl this appliicafittst° CINCLE01' t" lit INIE'td {t 1!? tl ttr2 r d.,t2'7 °lT 1t C °t fa i .5 ,1`? Il lP' ? of t ttNM (CONTRACTOR) Is tam N Bldg !radon �aa; � I City of Wheat Ridge Memorandum TO: Accounting Department Reason: Permit #201300228, 4, 11200 W. 32 Ave. was cancelled due to being in Lakewood, not Wheat Ridge. Please refund the full $600.00 plan review ?,mount. Please refund: Contractors License$ (acct 01-510-00-513) 0!, 2t fee. $ (acct 0 1 -510-00-516) 100% plan review $600.00 (acct 01 -550-05- 1 S use tax: $ (acct ■ 1 -500-02-505) Total: $600.00 TO: Otis Elevator 700 W. Mississippi Ave., Unit #E-1 Denver, CO 80223-3172 k d����� ����> MILL M.8116k QE SUPPORT REOURED THIS DIMENSK)k TAS *L CAR p 'T' T. 3,_ HT FLOOR T 3 2 1st DRKI'..I I L., IRI I FLUOR Y I 073%RW I 9 I 'AL'A' L AN T HT FLOOR T 3 2 I 14'-D" TOTAL RISE 25'-D' UGHT DS CONNECT W, SEE DETML 09 SILI ADEQUATE SUPPORT A ASSEWY REOWRED, I PVa-OOT FORCE OF (9 0 Ek ENTRANCE) I CENTER SILL SUPPORT m NOTE - W NOT SCALE nor. DRAWN0 REFER TO OWS 0 Jt tq—ltgKttl—1 A—Zul A f 1-1 (DIERMNAL HAU BUTTONS 0 FLOWS G,2 2 WTERMEDATE HALL BUTrONS 0 FLOORS 1 3 FIRE RECALL KEY SWITCH & JEWEL 0 FLOOR 1 4 ACCESS KEY SWKCH IN JAMS 0 FLOORS 2 TmE wH,_ 0 • NSIDE Howuy 0 FRONT MAN LINE AND UGHT DS CONNECT Ow BY car.) CONTROLLER- IST HYMUM TANK -tmoWr- CONTROL VAL SH1JT O FF VALVE 1 � OPE TO NNG EDSE Of t A OPEN"NG TO T l'-3 1 4* SPERM TO WALL OF TANK 5141 CONTROLLER / MAIN LINE / TANK IN PIT NOTE 18A DOOR MUST BE LOCATED ON AN WTERM WALL Of THE BUkOM, ff CANNOT BE OPENED TO THE OUTSME OF A BMDWG. NOTE ISE CWACI OUS REPRESENTATK FOR MRL ACCESS DOOR LOCATION OtROULNE DR4MM su AssDay 8Y ons RE 6 RED GROUW BY 0 r- T1 - FLOOR ,� MUT ST m NOTE - W NOT SCALE nor. DRAWN0 REFER TO OWS 0 Jt tq—ltgKttl—1 A—Zul A f 1-1 (DIERMNAL HAU BUTTONS 0 FLOWS G,2 2 WTERMEDATE HALL BUTrONS 0 FLOORS 1 3 FIRE RECALL KEY SWITCH & JEWEL 0 FLOOR 1 4 ACCESS KEY SWKCH IN JAMS 0 FLOORS 2 TmE wH,_ 0 • o � DOM HAND SHOM 15 REC. W DOOR T OP94 780' OR DOOR REST" 14L'W M TO WALLS OR MR wums STRU : R W MOST BE SEE DETOX .0 [R/ UNEfTANX 04 PTr 9 614111 SEE .{i .SBA At 547 �r ONSdq. H"��.A"" ER DOOR "a MUST BE HELD TICK AMM THE WALL. � FOR PROPER RUNWO CLEARANCES WTH THE PIT PLAN VIEW ILEAR ELEVATOR HE4751WAY DET C- H wm _. 00 NOT S w THE REFER TO ows. . ! M Na, 614113 CAR RI R2 150 ibs 72 Rm ;M BUFFER WALT LOAD $112 ibs CYt... R AST L AD 1424 ibs R ACREt SP = 14' - 0` AAA4 9 OM CUT RAS4. .m Y-8 3f4" R,O 0 BOTTOM FLOOR 5 35/t6" 4 " -6' 1 .O.' -10 t5 /t6° 5 - 1/2 CAR MM S _ q 5` -9 1/2 PLATFON 515/16 , Ss/16° 515/16 -7 Q TO t ?t. RS 7 13/2 7 -8 1/4 Y R Pff PLAN VIEW DOM HAND SHOM 15 REC. W DOOR T OP94 780' OR DOOR REST" 14L'W M TO WALLS OR MR wums STRU : R W MOST BE SEE DETOX .0 [R/ UNEfTANX 04 PTr 9 614111 SEE .{i .SBA At 547 �r ONSdq. H"��.A"" ER DOOR "a MUST BE HELD TICK AMM THE WALL. � FOR PROPER RUNWO CLEARANCES WTH THE PIT PLAN VIEW ILEAR ELEVATOR HE4751WAY DET C- H wm _. 00 NOT S w THE REFER TO ows. . ! M nrasc r.cvam 2" ( 1575" 0154" kAtA �+ c aa7,1,?- �4s-aT TYPM TOP Of CAR RtRa SPACE SA 547. FT.. NO SIDE LESS 2' -D" AND ffQff Nt3 LESS TFM 3' -7 ".. ff — FUAE - UQl" TYPM #R' REFUGE SPACE 2'.- D °x4'- O*.2' -O* H 16 STACK Na, 614113 CAR RI R2 150 ibs 72 Rm ;M BUFFER WALT LOAD $112 ibs CYt... R AST L AD 1424 ibs R ACREt SP = 14' - 0` nrasc r.cvam 2" ( 1575" 0154" kAtA �+ c aa7,1,?- �4s-aT TYPM TOP Of CAR RtRa SPACE SA 547. FT.. NO SIDE LESS 2' -D" AND ffQff Nt3 LESS TFM 3' -7 ".. ff — FUAE - UQl" TYPM #R' REFUGE SPACE 2'.- D °x4'- O*.2' -O* H 16 STACK taESCSiar taw PATTr L TOP CUT f 00 98 L L AAA4 9 OM CUT RAS4. =� 1 _cm4' i M. ! 26. Furnish a dedicated, balanced, 3 phase, 3 wire etedrical feeder system with a separate soinfly grounded equipment grounding conductor terminating in the machine room J machine sport. Son of the feeders and grounding conductor to suit elevator power characteristics. Feeder conductors and grounifing conductor must be copper. A fused disconnect switch or circuit breaker capable of being locked in the open position for each alevpter per the Notional Electrical Code (ANSr /NfPA 70) or Canadian Electrical Cade (C221) with fixoder or branch wiring to the controller (NEC 520 -51, 620- 61(D),. and 620 -62 or CEC Rule 36- 043(2)(o)) must be paidded. Fuses are to he current fruiting class RK1 of ordsvilent. Circuit pressure art to current limiting characteristics rquSvaMnt to class RKa loops. News or tocuit fracture aft to be time delay to cover the full laud up accelerating current as listed in the Otis Confirmation of Power Supply form. [Nate: H the 3 phase power to the control system is annotated (not from the Wity), by use of a phase convorte€ system, the phase converter mast have alt three phases balanced, Madan phost converter is required.) Furnish a network 420 volt, 15 ampere single phase branch circuit and SPST fused disconnect switch or circuit. breaker capable of being lacked in the open position to supply the car lights, receptacles, auxiliary luditng power source, and valiblatkin on each car in compliance with the National Electrical Code must be provided. When a machine room is used and where pmcbrifi, disconnects ands be located adjacent to the door of the machine room When a machine $pact is used, disconnects or circuit breakers shall be totaled behind the door of the mochne, space per Otis layout. Branch circuit wiring to each centralist (NEC 620^ -55 or CEC Rule 38 -053) musk be provided, For machine roam notifications, a convenience outlet and a suroble tight, of not less than 200 Lux (19FC) as measured at floor teed must be provided to the machine room with a tight switch located within 18" (456 ram) of lack jamb side of machine room door. For mochine spate opplicatems a convenience What $=also inside the machine apace door and a suitable light located outside the machine apme door an the lack jamb side, of not less than 2000 Lau (19FC) as measured at floor level must be provided par Otis layout. The machine space Fight circuit shall be a dedicated cirevit separate from athar fighting circauts.. (NEC 620 -23 or CEC gate 38 -023) A convenience outlet and light fixture of net Was than 100 lux (IOFC) as measured at the pit firer level must be in the pit with a light switch located adjacent to the pit access door (NEC 620 -24 or CEC Rule 18-024). The light (s) %hail be externally guarded to moverd contact and accidental breakage.. [Noll. Consent with the Otis Construction Superintendent at your location concerniog the following paragraph.) 7o meet the date upon which the strollers safe to he turned over, the permanent 3 phase feeder system and Protective device$ Faust be unducu d and power available prior to the start of elevator installation. Emergency (standby) power system shall be connected to the 125 volt power circuit as noted in A.3 of the Confirmation of Power Supply for the broach circuit s frq the cos rights, car tarp reeeptacfe, ouxttary oar fighting power saute* and car ventilation. You agree to indemnify and save Otis harmless against any and oil liability and costs pricing out of your failure to carry MA grey of the foregoing requirements. NOTE A, 00 NOT SW THS DRAniC I REFER TO DWL* "S. NO.. etbttt -PN. 200 Wv �2w hyt f- M l (It OccupancyTvoe INSPECTION RECORD )����� INSPECTION REQUEST LINE: (303) 234 -5933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 3:00 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments omments Monolithic Slab Reinforcement Sewer Service (Underground) Caissons Water Service (Underground) Concrete Encased Ground (CEG) Plumbing (Below/ In -slab) Footing /Stemwall P.E. Letter Heating (Below/ In -slab) uo Not Pour L;oncrete Prior To Annroval Of The Ahnve Insnecfinnc Underground /Slab Inspections Date Inspector Comments omments Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Plumbing (Below/ In -slab) Heating (Below/ In -slab) Do Not Cover Underground or Below /In -Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Comments omments Wall Sheathing Roof Sheathing Lath /Wall Tie Rough Electric Rough Plumbing Rough Mechanical Gas Piping Do Not Proceed Without Approval Of Above Rough Inspections Rough Framing Insulation Drywall Screw / Nail Final Inspections Date Inspector Comments omments Final Electrical Final Plumbing Final Mechanical Roof Final Building / Frame 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. Fire Inspection / Fire Protection Dist. "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. occupancy Is Not Permlttea until A certificate of Occupancy Is Issued Protect This Card From The Weather � A 41 City of Wheat Ridge - Commercial Miscellan PERMIT - 111114 PERMIT NO: 111114 ISSUED: 09/19/2011 JOB ADDRESS: 11200 32ND AV EXPIRES: 09/18/2012 DESCRIPTION: Add double door at north end of lower level hallway * ** CONTACTS * ** owner 303/232 -9575 gc 303/279 -6397 Applewood Baptist Church 01 -8742 Sunrise Construction Services, ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: UA USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 3,000.00 FEES Permit Fee 93.35 Total Valuation .00 Use Tax 54.00 DM ** TOTAL ** 147.35 Conditions: KC: .Approved per plans and red -line notes on plans. Must comply with 2006 IBC, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and /or its' accompanying approved plans and specifications. 2.0 11 Signature of OWNER or (_CONTRACTORV:�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 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 f Building Offical Date INSPE ION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of + heat"� � --"'/ r.ommiiN17Y IZFvrF n? 1 kAFN1T Building & Inspection Services Division Permit# 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 -235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Property Address:; / r o '2 6© 'pct p Property Owner (please print): �9p(e,,,ssv � p� fr Sf Ctzwd-L Phone: 3 0 3 — 7� Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: � ..�r�� �S�ru- �t'�ov. ��✓�'rxS � .�u�, Contractors City License M Phone: Sub Contractors __ , Electrical Plumbing: Mechanical: City License# City License # City License # Descriution`:of wor �f ` C `c3 ontractValue: O Q $ Revie F e due at time of submittal): Squares BTU's Gallons Amps Sq Ft. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that .I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (OWNER) CONTRACTOR or(AUTHORIZED REPRESENTATIVE) �of((OWWNNER) (CONTRACTOR) PRINT NAME: 9 ,,) t A LK"' 4 ( SIGNATURE: J�u'�, % :�� DATE: r tYP`R.d T14Y11Y�YT � AY�YYJ✓ Date: Plan #�� Bldg Valuation: $ SCezP IiUILpING pEPARTMENT CQ ENTS A 4 y' �I =r i d t N, Date: Plan #�� Bldg Valuation: $ SCezP s * W.2 CD �z 41- om o CD s * W.2 OEM a �z om o s * W.2 O fD CD CD ar— or I Ti O aw OEM a �z om O fD CD CD ar— or I Ti O aw Our Brand Means Peace of Mind WESTERN ROOFING, I NC. 15810 W. 6th Avenue • Golden, Colorado 80401 • Office: (303) 279 -4141 • Fax: (303) 279 -7935 WebSite: westernroofingco.com • E -Mail: info Ca) westernroofingco.com Tuesday, September 07, 2010 Building Dept City Of Wheat Ridge 7500 W 29th Ave Wheat Ridge, CO 80033 Building Dept, Please find a copy of the Duro-Last Warranty for permit 101634, Applewood Baptist Church. If you have any questions please call me @ 303 - 210 -1437. Thank you, Gordon Lane Account Manager Western Roofing Inc Roofing, Inc. 525 Morley Drive Saginaw, MI 48609 Warranty No: clar) Q AT-397 Dino- Iast,Inc,(`9T�Iasf')grmOS lhisNOl]ollarLimrt (` NDL') u^ mantytothaow�(" Ouvd') ofabinld' mgcoidainingaAno-Lss[RooSngS�s�m ('D- LSys�ai)ios7a➢ed byanAudxm�dDal� (.ornractor(`Y.`onttaam'), subject ¢tihemndrtionsandlimdations roreaQnrlh�esl. Dum-Last's obligationduringthe 1° through the 15'" years shall be to repair any leakinthe D-LSystem caused by anydefectinacomponentoftheD- LSystem orby the wodmtaoship of the Contractor,butonly as saidwodnnanshipper sins to the installation of theD- LSystemitself andnot as itpen'ams to other work perfonned,ifany.Dan, ast's obligamaincludes,at Dmo- Last's ophon,eidru 1henepair rreplacemeanofpmtorallofdteD- LSystem,mdalsoincludestbe fumisbargof/orcostof labor (at the Conttactorlistpriceineffect a[t him ofthenepair)torepairthe D.LSysem provided the fo llowingconditions aremet a) Duro -Last and its Contractor have been paid in full for the D -L System; b) The Owner has notified DamrLast by certified mail, retain receipt request, within 30 days of the discovery any leak or other alleged o-1. System failure; c) The Owner allows Dur -La res employees or agents wits Contractor access to the D- LSyskm including, if necessary, the removal and replacement by Owner at Owner's expense of any and all rooftop overburden; d) Duro-Last authorizes the repair, and, e) At Duro- Last's option, either Dum- Last's own employees or agents or a Contractor makes the repair. LIMITATIONS 1) This limited warranty does not apply to a D -L System installed on a single -family residence. 2) Duro -Last is not liable for any D -L System failure nor for subsequent damages arising frommuses outside Duro - Last's control including, but not limited to: a) Damage caused by fire, lightning, hurricane, gale, had, tornado, flood, earthquake or acts of God; or b) Damage caused by accident; vandalism, intentional act, negligence or failure to use reasonable care, whether on the part of the Owner or another; or c) Damage caused by any unauthorized modification to the D -L System including, but not limited to, damage caused by unauthorized components used in installation or repair, or by additional equipment or structures added to or made apart of the roof, or by traffic, or by chemicals not normally found in nature or the like; or d) Damage caused by defects in the building design; or e) Interior condensation and/or moisture entering the D-L System through walls, copings, structural defects, HVAC Systems, or any part of the building structure, including from adjacent buildings. 3) Duro -Last does not warrant the watertightness ofinetal products that are located outside of the termination ofthe Dam -Last membrane. 4) Duro-Last does not warrant against color change and/or pattern change and/or print change in the D -L System. 5) This limited warranty passes to future Owners of the building for the full fifteen (15) years hereof. 6) This limited warranty becomes effective only upon signature by both an authorized Duro- Lastrepresentative and the original Owner. 7) This limited warranty is governed in all respects by the laws of the State of Michigan, regardless of the state of purchase or installation. 8) Duro -Last does not waive any rights under this limited warranty by refraining from exercising its rights in full in one or more instances. OR FOR CONTRACTOR WORKMANSHIP. THIS LIMITED WARRANTY ALSO COVERS CONSEQUENTIAL DAMAGES DERIVED FROM LEAKS CAUSED BY DEFECTS WARRANTED AGAINST ABOVE. THERE ARE NO WARRANTIES OF MERCHANTABILITY OR OF FITNESS FOR A PARTICULAR PURPOSE (EITHER EXPRESS OR IMPLIED) THAT EXTEND BEYOND THE FACE OF THIS LIMITED WARRANTY; DURO -LAST EXPRESSLY DISCLAIMS ANY SUCH FURTHER WARRANTIES. If DURO- LASt"s Authorized DeakdC ounacter made any statements about DURO -LASTS merchandise and services, ilrose star menu am not warranties, cannM be relied upon by Owner, and are not part of the contract for sale or Installation. DURO -LAST, -INC. SVS -/® Date Customer's Signature y l4eL�au ing I Nam>� a of euildi Bldg, Designation: W IS.W` T Sq. Foot 5GI 9 A �`�� l�ssV,ArI A� 1 �'. Signature of Authorized Duro -Last Representative HoW Li 3and Am— Address of Building le l,pA 1�;a�r� Ca. 80033 City, State & Zip of Njding I k ? -S_krn RJAWCA Installed By Serial Number: 181445 OL -15 COM 3/08 0 INSPECTION RECORD Occupancy/Type .7 'ZInISPECTION LINE: (303)234 -5933 k: r- p s TION INSPECTIONS DATE INSPECTOR 'INITIALS COMMENTS: Caissons / (CEG) Concrete Ground ng or Monolithic i roof / French Drain rvice Lines rvice Lines: - . INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. 4F POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) 5 Plumbing 'r(Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE -HAS BEEN SIGNED e'er` ROUGHS Sheathing' Lath / Wall 6e 'Mid Roof Electrical Se vice Rough Electric Rough Plumbing Gas Piping, v Rough Mechanical _ E INSPECTIONS TO BE SIGNED PRIOR TO PR OCEEDING i Framing —� -- — ABOV Electrical Plumbing Mechanical4 Roof 9 $ 7 d Ize Building Final Fire Department R O.W B Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping'- =- --, - yr --i AFVI r 1z. OF AJ OCCUPANCY NOT P ATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. -TED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED ECT THIS CARD FROM THE WEATHER *`TO CON: UA BLOCK /LOT #: 0/ JMMARY ** ESTIMATED PROJECT VALUATION: 28,838.00 FEES Fee 561.22 iluation .00 fkC�p`11ct4 519.08 :var 108030 IS: :30 a.m. on the. day of "4' City of Wheat Ridge Commercial Roofing PERMIT - 101634 PERMIT NO: 101634 - 'ISSUED: 06/28/2010 =. JOB ADDRESS:. 11200 32ND AV EXPIRES: 12/25/2010 DESCRIPTION: Reroof 45 sqs with Duro Last roofing - * ** CONTACTS * ** owner 303/232 -9575 _ _ _ _ _ _ App.lewood Baptist_'_._, sub 303/279-4141 Curtis Nicholson 01 -9667 WESTERN ROOFING ** PARCEL INFO ** �. vnrrc nnnn . r11 ..,,., _ ,.r *`TO CON: UA BLOCK /LOT #: 0/ JMMARY ** ESTIMATED PROJECT VALUATION: 28,838.00 FEES Fee 561.22 iluation .00 fkC�p`11ct4 519.08 :var 108030 IS: :30 a.m. on the. day of Cit of "i dY�s�� g e 7_ Y Date: 'o — CO MMUNITY DEVELOPMEN "fe - Plan # Building & Inspection Services Division Permit# (0 ( to%jLj _ 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Propel y Adc _iess- i Z °2 f ✓ , � ✓ 4 - I t %'.. ' ..... Property Owner (please print): Phone: > w Mailing Address: (if different than property address) Address: City, State, Zip: Contractors City License #: E f Phone Syl Contractors: Electrical: plumbing: Mechanical: City License # City License# City License # �eBCYlpt1OYl� =O�lAft>i�KS '� �.^? ° Fe� •�.,/°c -� -- f� .w.if Contract Valuer ro Review Fee (due at time of submittal): Squares 4 F BTU's Gallons Amps Sq Ft. 1 $ OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants; easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that i am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR). or (AUTHORIZED REPRESENTATIVE of (OWNER) (CONTRACTOR) PRINT NAME: t,.- ;J�s,..";"`a f',lF ".s.)� -." SIGNATURE : i"''�' ° ..�'^„c_�y°.- . -- -.:- DATE: ✓� �U `r ' r Y Di27ME USE ONLY rf �, 70,NIND COMMEN,gS +� r t /�+` r v s x, �+.% G/1y �,: ,� aS m'r<*- �` ��s 'vsah ✓ � ,g ,, x . -, v s�^ - �,. ZOC)Ing r ��ti � Z / ✓$ n „ ✓/ l �.r ;, ✓� wL ?>� �� C� i � �"' e `'"''? ✓ 4"�f�^ a *,: s 3 i2evleWeT / r r � r ^n, n'x s ,.- s cse 5 r '',r ✓.✓ ✓. z ; ?.,.h' c f�,,.f„ `' - ✓ .�G,li ic'-^' S Yd ✓� { y , qx ls. �r� F� ✓ ✓s ✓ c> Y ✓ ,t/ � ✓.. y c u :. � f i � r s �tJl ✓ �1 i l'�✓��r v s i �3.'s ��l^�d°,� ia� ✓��`� mo b; u BUILDING 'DEPARTlvlEN7.007v1MEN7S `'/' Y ✓ � r�� r '�r, -"a7�* x '" � r +'"` �'� try' ''�'^ c/i" t� "�� � �� r ;� �je`vlewer'✓ sy f ✓r7 r � ! r fi� �' ✓ e rd t t ✓b. ,'' F ' ✓�` ✓ �a �.. 3. �-^`�C -^ �� �,�n.✓,� c a ✓!`'' . ��✓ y r �✓ - r ✓c, ` C r ' `�' is l ,-r.✓ (� ✓?�� �,�> � -,. a a" y e u ,s ,t. c x '� ✓ �� �j r � r z t � � a� r✓, ,,..� t/� j � uric /� � � ✓ 5 r � �� � �� r ✓ � t ✓� � '�. �� t�Y ,r�oa�� e�xi a✓l� ��� w4 �rs�,�� ✓if �'S✓ ✓ ""�l � � � ° d ''✓�'Y' ? ✓,.':�''.af sue' 'x,� ✓ t "l Yk w/' '^ ihUBL1C WORICS`fi0M131liNT " ✓✓ ✓' r w s '✓ e %' � -� � c� y ���✓ ���1p� }1P)4 (�Y ����✓ RBVie1�'7P�r ✓ ✓". ✓-�' ir ,. -+, �� ✓,4. ; �" � r �.w ,� ✓gati'�A ✓ � � �� r .1 � � '��,,;,� > P1RE DEPAR7MEN'r C3 apprOVed wf comnj2nt5 p disapproved CI,130 }�Y7ely regtujed Bldg Valuation $ STOP YOU ARE HEREBY ORDERED TO STOP WORK LOCATED AT j A~, 2 AIO - BY ORDER OF THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT FOR THE FOLLOWING REASON(S): ,OD~n/G C~x•C2t~~ /--L/~T G,/O/~.~ Gc/>T•"/~J ~°'~r'~il/"j This notice may be removed ONLY by THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT ! Date: C.~~~'0010 '0-5 Building Ti~l ~~/,(~'i'9~r✓ ~ ~'.SG P,~/