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Home My WebLink About3885 Carr Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: _ x Permit Number: �? o o ❑ No one available for inspection: Time U0 AM/PM Re -Inspection required: Yes Nd When corrections are complete, schedule re -inspection online. Date: 1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:` Job Address: 09� Z Permit Number: ❑ No one available for Time inspection: ! :`�- A p _ �,..��/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpL(www.ci.wheatridge.co.uslinspectfn Date `-jpsp cto� nn Ainr QGnnA1w= Tine nanTin= i ❑ No one available for Time inspection: ! :`�- A p _ �,..��/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpL(www.ci.wheatridge.co.uslinspectfn Date `-jpsp cto� nn Ainr QGnnA1w= Tine nanTin= i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE l Inspection Type:` r Job Address:r�� s Permit Number: dim 0 I ❑ No one available for inspection: Time ± Ddw AM/PM Re -Inspection required: YesN� When corrections are complete, schedule re -inspection online. Date: Inspector: b' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 106 iib AUt/ - 14Wf WAP Job Address: S-' Permit Number: 2,0'.'z4oC>!71� ) I ❑ No one available for inspection: Time %�� 6�013 M Re -Inspection required: Yes (NtQ,) When corrections have been made, schedule for re -inspection online at. httpYA4 ww.ci.wheatridge.co.usrnspection Date: I11 '3 12oZ,:5 inspector DO NOT REMOVE THIS N TI E A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:: Permit Number:,' ❑ No one available for inspection: Re -Inspection required�>e 'a No When corrections have been made sch d http✓/www.ci.wheatridge.co.us4ns ectipili- Time M for re -inspection online at. 3885 Carr Street - Permit 202000911 MiTek MiTek USA, Inc. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 916-755-3571 Re: 3885 Carr The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild South (Littleton, CO). Pages or sheets covered by this seal: R63672132 thru R63672137 My license renewal date for the state of Colorado is October 31, 2021. Hernandez, Marcos 11,2020 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSUTPI 1, Chapter 2. .t P. City of WheatCOMMUNITY UrVROP;i[ge APPROVED Reviewed for Code ComoGanee Randy Slusser Plans Examiner 10/15/2020 Date YNNhv et xrmX: me issuaae o/P pemMa oppmwl Nlplem spett/kpMro ono cvnpufolwns NNN rot h a Pnwit(m w Nn apyora o/ orry vlorxon b wry of Me povlsNxu of tM WN yNode or of pry MY ,M. ft.4, PM --9W gra putholw to v w wael W woet*swls of tM suili coda a oMnw04wnnse/ Ne afy~ not W W" Job Truss Truss Type Qty Ply PLATES GRIP MT20 1971144 Weight: 86 to FT 20% LUMBER- BRACING - building designmating indicated is to peau M buckling of intlivitlual had web andfor chord members onty.Additional temporary and pernamcm bracing TOP CHORD R63672132 3885 CARR Al GABLE 1 1 Rigid ceiling diredly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2 400 Samoa Avenue, Supe 270 OTHERS Job Reference (optional) lers FustSouree (Littleton), Littleton, CO -80504, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fn Sep 11 17:40:34 2020 Page 1 ID'.P8=Bc5BgF0at8aBh27aMZAd VL-mmX_plkniyplMCBeB1 vs6GmNJ11IGbJ.0ZNyF2yedsR 1-1-1 y 5-5-6 10<-0 1]-6-4 20-8-0 22-7-0 0E 5-5-6 4-10-14-10-a Scale =1'.39 2 4x8 = 3x6 - oxo 4x10 2x6 II Io LOADING (psf) TCLL (roof) 30.0 Snow (PO 3(E0 TCDL 10.0 BOLL 00 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Inch YES Code IRC2018[FP12014 CSI. TC 0.80 BC 0.59 WE 0.87 Matrix -MS DEFL. Veri Ved(CT) H=(CT) in iI/defl Lid -0.11 9-11 1999 240 -0.16 9-11 >999 180 0.03 8 he the PLATES GRIP MT20 1971144 Weight: 86 to FT 20% LUMBER- BRACING - building designmating indicated is to peau M buckling of intlivitlual had web andfor chord members onty.Additional temporary and pernamcm bracing TOP CHORD 2x4 SPF 165OF 15E TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling diredly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2 400 Samoa Avenue, Supe 270 OTHERS 2x4 SPF No.2 REACTIONS. (size) 2=01 Max Horz 2=57(LC 12) Max Uplift 2=-220(LC 16), 8=-373(LC 13) Max Grav 2=1101(LC 21), 8=1486(LC 22) FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=-22301728, 3-4=-12741483, 4-5=1209/466, 5-6=-6971700 BOT CHORD 2-11--607/2081,911=-607/2081,8-9=-6041711,6-8=6041711 WEBS 3-9=-1001/397, 49=0/283, 5-9=-96211642, 5-8=-13891842 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-16; Vult=130mph (3 -second gust) Val03ni TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; 6=4511; L=241t; eave=2ft; Cal. II; Exp C; Enclosed; MARRS (directional) and C -C Comer(3E)-1-10-8 to 1-1-8, Exterior(214) 1-1-8 to 10-4-4, Corner(3R) 104-4 to 13-4-4, Exterion21N) 13-4-4 to 22-7-0 zone; Cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL -1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TOLL: ASCE 7-16; Pr -3l psf (roof LL Lum DOL=1.15 Plate DOL=1.15); Pf=30.0 psf (Lum DOL=1.15 Plate DOL=l A5); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1 00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Plates checked for a plus or minus 5 degree rotation about its center. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 11) ' This truss has been designed for a live load of 20Apsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except (jt=lb) 2=220.8=373. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and 880210.2 and referenced standard ANSI/TPI 1. City of Wheat Ridge Building Division September 11,2020 ®WARNING- Verytlevgn parameters and READ NOTES ON THIS AND INCLUDED Arri REFERENCE PAGE MIT -0473 rev. W1W020 BEFORE USE. Design valid far use only with MTel connectors. This design is based only upon parameters shown, and is for an individual building component, not a tmss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate Nis design into the overall building designmating indicated is to peau M buckling of intlivitlual had web andfor chord members onty.Additional temporary and pernamcm bracing MiTek" is ways recruited for stability and to prevent collapse with possible personal lnryry and property damage. For general guidance regarding the fabrication, storage,delivery, erection and bracing of tmsses and truss patterns, we ANSVTPH Qualify Cedric, DSB49 and SCSI Building Component MITek U6A, Inc. Safety Information available from Tmss Plate institute, 2670 Grain Highway, Suite 203 Waldorf, MD 20601 400 Samoa Avenue, Supe 270 Job Truss Truss Type Qty Ply in (loo) Adler 141 PLATES GRIP R63672133 3885 CARR A2 Roof Special 9 1 9-11 1999 240 MT20 197/144 Snow (RD Job Reference gaptiouran Builders FirstSoume(Liltleton), Littleton, CO -80504, P1 8.240 s Mar 9 2020 Mil Industries, Inc. Fri Sep 11 17:40:432020 Page 1 Scale =1'.39 2 48 - 3.6 - 2e4 II axe - 4,10 - 2.4 II .,... - ]d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Adler 141 PLATES GRIP TELL (roof) 30.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.11 9-11 1999 240 MT20 197/144 Snow (RD 30.0 Lumber DOL 1.15 BC 0.59 VerhCT) -0.16 9-11 1999 180 TCDL 10.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.03 8 are The,BOLL rnl 0.0 inn Code IRC2018/TPI2014 Matrix -MS Weight: 721b FT=20% LUMBER - TOP CHORD 2x4 SPF 165OF 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 REACTIONS. (size) 2=0-5-8, 8=0-5-8 Max Horz 2=57(LC 12) Max Uplift 2=-220(LC 16), 8=373(LC 13) Max Griot 2=1101(LC 21), 8=1486(LC 22) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2230/437, 34=-1274/315, 4-5=-1209/303, 5-6=7671700 BOT CHORD 2-11=-327/2081, 9-11=-327/2081, 8-9=6041787, 6-8=604/787 WEBS 3-9=-1001/282, 49=0/283, 5-9=-86511642, 5-8=1389/688 BRACING - TOP CHORD Structural wood sheathing directly applied or 47-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=103ni TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C -C Exterior(2E)-1-10-8 to 1-1-8, Inter ior(i) 1-1-8 to 10-4-4, Exterior(2R) 10-4-4 to 13-4-4, Intenor(1) 13-44 to 22-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) TCLL: ASCE 7-16; Pr=30.0 psf (roof LL Lum DOL=1.15 Plate DOL=1.15); Pf=30 0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1 0; Rough Cat C; Partially Exp.; Ce=1 0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered forthis design. 5) This Imes has been designed for greater of min roof live load of 12.0 psf or 1 00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 6) Plates checked for a plus or minus 5 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Is uplift at joints) except 0=1 b) 2=220.8=373. 10) This truss is designed in accordance with the 2018 I nlernational Residential Code sections R502.11A and R802.10.2 and referenced standard ANSI/TPI 1. City of Wheat Ridge Building Division September 11,2020 ®WARNING- Vane design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil 7473 rev 6/142026 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, net a truss system. Before use, the building designer must verily the applicability of design parameters and pmpedy temperate this design into the overull building tlesign. Bradng indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the recreation, storage, actively erection and bracing of tropes, and times systems, see ANSUTPU Quality Criteria,OSB-89 and BCS/ Building Component Mrrek USA Inc. Safetylnformaffon available from Truss Plate Institute, 2670 Crain Highway, Suite 213 wall MD 20601 400 Sunrise Avenue, Suite 270 Job Tnew Truss Type Qty Ply a truss system. Before use, the building designer must verb, the applicability of design parameters and property incorporate this design Into the overall f■ LOADING (psf) R63672134 3885 CARR AV1 GABLE 1 1 PLATES GRIP TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.96 Job Reference (optional) .111bele 111111..111 rLlltletVllf, Ln11Etn, l"V- d.otre, 10-1-3 3 an in zou a INar `J uuzu IVII IeK Innustril Inc. vin bep I I I /:4V:nt 2VLU vage'I I D:PBZ Bc5BgFCateaBh27zM7dVL-uHpvXJuwexSgnB8h18b91WQVEFFF8Nxxz OBCnyedsE 20.28 3 10.13 Scale31 3x4 9 8 7 6 3x4 c 3x4 = 2x4 11 2x4 II 2.4 11 04-14 20-1-8 a truss system. Before use, the building designer must verb, the applicability of design parameters and property incorporate this design Into the overall f■ LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/defl Lot PLATES GRIP TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.96 Vel -RLL) ma - 1 999 MT20 1971144 Sri= (ph 30.0 Lumber DOL 1.15 BE 034 Verl ma - n/a 999 TOLL 00 100 Rep StressIncr W We 12 HOrz(GT) 0.00 5 n/a n/a BOLL Cotle rP12 ES rix S Weight 51 ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 20-0-11. (lb)- Max Horz 1=39(LC 14) Max Uplift All uplift 100 In or less atjoint(s) 1, 5 except 7=-365(LC 1), 6=-160(LC 16), 8=-160(LC 16) Max Grad All reactions 250 lb or less at joints) 7 except 1=330(-C 20), 5=330(LC 21), 6=1043(LC 21), 8=1043(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-6=-825/346, 2-8=-825/346 NOTES - 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=103mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft; B=45ft; 11=24ft; ease=oft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C -C Exterior(2E) 1-0-14 to 4b14, Interiof(1) 4-0-14 to 10-1-3, Extenor(2R) 10-1-3 to 13-1-3, Intenor(1) 13-1-3 to 19-1-8 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TOLL: ASCE 7-16; Pr -30.0 psf (roof LL Lum DOL=1.15 Plate DOL=1.15); Pf=30.0 par (Lum DOL -1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce -1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been Considered forthis design. 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 pi bottom chord live load nonconcurrent with any other live loads. 8) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 he uplift at joints) 1, 5 except Qt=1b) 7=365,13-163,8=16i 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. City of Wheat Ridge Building Division September 11,2020 ®WARNING-wifydarbin parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 17473 rev.6/1912@O BEFORE USE. Design valid for use only with MiTeW conneuors. This design is based only upon parameters shown, and is for an individual building component, nor a truss system. Before use, the building designer must verb, the applicability of design parameters and property incorporate this design Into the overall f■ building tlesign. Bracing indicated is to prevent buckling of intlivitlual mag web and/or chord members only. Adddionl temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal iunt, and property damage. For general guidance regarding the rabricatioo, storage, tlelivery, erection and bracing oRrusses antl truss systems, see ANSI?Pl1 Quality Criteria, DSB-89 and Best Building Component MiTek DSA, Inc Safetylnforma4on available Rom Truss Plate Institute 2670 CraN Highway, Buile 203 Walrli MD 20601 4no Buried Avenue, suite 270 Gi CA 96661 JobTruss Truss Type Qty Ply 16-2-6 a truss system. Before use, the building designer must verify the applicability ofdesign parameters and properly incorporate this design into the overall buildingdesign. Bracing indicated late prevent buckling ofindividual Wsswab andlorcbod members only. AddiGonaltempomryand peamaneMbmcing R63672135 3885 CARR AV2 GABLE 1 1 Was USA, Inc. Sa{etylmuchar lime available hem Tmss Plate Institute, 26]0 Crain HigM1way, Suite 203 Waltlort, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA assail LOADING (pat) Job Reference (optional) (Littleton), Littleton, CO -80504, 3.50 12 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 17:40492020 Page 1 ID: PBZZXBc5BgFOat8aBh27zMzA L-qf#y2wBAZi01V14QZedNxVyP2zUcH7DQUVFHgyedsC 4x4 = Scale = 1:26 O 3x4 6 7 6 3x4 C 2x4 II 5x6 = 2x4 11 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 Be purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 16-2-6. (Ib)- Max Horz 1=-31(LC 14) Max Uplift All uplift 100 Ib or less at joints) 1, 5,7 except 6=107(LC 16), 8=-107(LC 16) Max Grav All reactions 250 lb or less atjcinl(s) 7 except 1=264(LC 20), 5=264(LC 21), 6495(C 21), 8=695(LC 20) FORCES. (Ib) - Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-6=-557270, 2-8=557/270 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (&second gust) Vasd=103ni TCDL=6.Opsf; BCOL=6.Opsi; h=25ft; B=45ft; L=24ft; eave=4ft; Cat_ ll; Exp C; Enclosed; MWFRS (directional) and C -C Exterion2E) 1-0-1410 4-0-14, Interior(1) 4-0-14 to 8-1-3, Exterior(2R) 8-1-3 to 11-1-3, Interior(1) 11-1-3 to 15-1-8 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL -1.60 plate grip DOL=1.60 3) TOLL: ASCE 7-16, Pr=30.0 psf (roof LL Lum DOL=1.15 Plate DOL -1.15); Pf=30.0 pat (Lum DOL=1.15 Plate DOL=1.15); s=Ti Rough Cat C; Partially Exp.; Ce -1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) "This truss has been designed far a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joints) 1, 5, 7 except Qt=1b) 6=107, 8=107. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502. 11.1 and R80210.2 and referenced standard ANSI(TPI 1. City of Wheat Ridge Building Division September 11,2020 ®WARNING-Vanftlesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11A473da.511912020BEFOREUSE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 16-2-6 a truss system. Before use, the building designer must verify the applicability ofdesign parameters and properly incorporate this design into the overall buildingdesign. Bracing indicated late prevent buckling ofindividual Wsswab andlorcbod members only. AddiGonaltempomryand peamaneMbmcing Plate Offsets (X Y)— 7:0-3-0,0-3-01 is always required for stability and to prevent wllapss with possible personal injury and property damage. For general guidance regarding the fabrication. snage,delivery, creation and bracing oftmwes and Was systems see ANSbTPH Quality enable, DSB49 and SCSI Building Component Was USA, Inc. Sa{etylmuchar lime available hem Tmss Plate Institute, 26]0 Crain HigM1way, Suite 203 Waltlort, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA assail LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) n/a - n/a 999 MT20 197/144 Snow (PEI 30.0 Lumber DOL 1.15 BC 0.17 Verl(CT) n/a - n/a 999 TCDL 10.0 ' Rep Stress Incr YES WB 0,07 Horz(CT) 0.00 5 Na n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix -S Weight: 401b FT=20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 Be purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 16-2-6. (Ib)- Max Horz 1=-31(LC 14) Max Uplift All uplift 100 Ib or less at joints) 1, 5,7 except 6=107(LC 16), 8=-107(LC 16) Max Grav All reactions 250 lb or less atjcinl(s) 7 except 1=264(LC 20), 5=264(LC 21), 6495(C 21), 8=695(LC 20) FORCES. (Ib) - Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-6=-557270, 2-8=557/270 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (&second gust) Vasd=103ni TCDL=6.Opsf; BCOL=6.Opsi; h=25ft; B=45ft; L=24ft; eave=4ft; Cat_ ll; Exp C; Enclosed; MWFRS (directional) and C -C Exterion2E) 1-0-1410 4-0-14, Interior(1) 4-0-14 to 8-1-3, Exterior(2R) 8-1-3 to 11-1-3, Interior(1) 11-1-3 to 15-1-8 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL -1.60 plate grip DOL=1.60 3) TOLL: ASCE 7-16, Pr=30.0 psf (roof LL Lum DOL=1.15 Plate DOL -1.15); Pf=30.0 pat (Lum DOL=1.15 Plate DOL=1.15); s=Ti Rough Cat C; Partially Exp.; Ce -1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) "This truss has been designed far a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joints) 1, 5, 7 except Qt=1b) 6=107, 8=107. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502. 11.1 and R80210.2 and referenced standard ANSI(TPI 1. City of Wheat Ridge Building Division September 11,2020 ®WARNING-Vanftlesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11A473da.511912020BEFOREUSE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability ofdesign parameters and properly incorporate this design into the overall buildingdesign. Bracing indicated late prevent buckling ofindividual Wsswab andlorcbod members only. AddiGonaltempomryand peamaneMbmcing MiTek" is always required for stability and to prevent wllapss with possible personal injury and property damage. For general guidance regarding the fabrication. snage,delivery, creation and bracing oftmwes and Was systems see ANSbTPH Quality enable, DSB49 and SCSI Building Component Was USA, Inc. Sa{etylmuchar lime available hem Tmss Plate Institute, 26]0 Crain HigM1way, Suite 203 Waltlort, MD 20601 400 Sunrise Avenue, Suite 270 Roseville CA assail Jo Truss Truss Type Dry Ply in floc) Vigor L/d PLATES GRIP TCLLStross oof) 863672136b 3885_CARR AV3 Valley 1 1 999 Ml 197/144 Snow (Pf) 30.0 Lumber DOL 1.15 Job Reference o tional ouimeia reatovui a lu ie UnL "u roron, w -cus 4x8 = 3 50 12 , Z40 s INor 9 2UZU MI IeK InclostrleS, INC Fn Sep 11 11:40 542U2n Seale =1:19 3 4 3x4 2,4 II 3x4 C d on LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vigor L/d PLATES GRIP TCLLStross oof) 30.0 Plate Grip DOL 115 TC 0.56 Vert(LL) bra - Fire 999 Ml 197/144 Snow (Pf) 30.0 Lumber DOL 1.15 BC 0.21 Vert(CT) n/a - Fila 999 TCDL BCLL 10.0 0.0 Rep Stress Incr VES Wa 0.06 Horz(CT) 0.00 3 r/a Na BCDL 10.0 Code IRC2018/TPI2014 Matrix -S Weight: 27 In FT=20% LUMBER - TOP CHORD 2x4 SPF No 2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 REACTIONS. (size) 1=12-0-11, 3=12-0-11, 4=12-0-11 Max Harz 1= -22d -C 14) Max Uplift 1=-03(LC 16), 3=43(LC 16), 4=84(LC 16) Max Grav 1=297(-C 20), 3=297(LC 21), 4=578(-C 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-4=4221312 BRACING - TOP CHORD Structural woad sheathing directly applied or 6-0-0 or, purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 OR bracing. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuK=130mph (3 -second gust) Vasd=103mini TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C -C Extenor(2E) 1-0-14 to 4-0-14, Interior(t) 4-0-14 to 6-1-3, Extenor(2R) 6-1-3 to 9-1-3, Interior(1) 9-1-3 to 11-1-8 zone; cantilever left and right exposed; end vertical left and right exposed C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L=1 60 3) TCLL ASCE 7-16; Pr ---30.0 psf (roof LL Lum DOL=1.15 Plate DOL -1.15); Pf=30.0 gulf (Lum DOL=1.15 Plate DOL -1.15); Is=1.0; Rough Cat C; Partially Exp,; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered forthis design. 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joints) 1, 3, 4. 10) This truss is designed in accordance with the 2016 Internalional Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/iPl 1. City of Wheat Ridge Building Division September 11,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 res, 5/192020 BEFORE USE. Design said for use only with MiTek® connectors. This design is based only upon parameters shown, and is furan individual building component not s truss system. Before use, the building designer must verity the applicability of design parametersand papedy incoryoate this design into the overall bWdingdesign. Bracing indicated is to preventbucklingofindwdualtruss web and/orchord membersonly, Adddio al temporary and permanent bracing MiTek` s always remiretl far stabiRy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ficommorystorage,delivery, erection and bating of Wases and truss systems see ANSonnil Qualify Cnreria, DSB-89 and SCSI Building Compotem MiTek USA. Inc. Stands khrormelon available from Tmss Plateinsights. 2670 Cain Highway, Suite 203 Were. R, MD 20601 400 Sunrise Avenue, Suite 270 Hossealks. CA 25651 Job Truss Tmss Type Qty Ply a pass t B f the hold.,, dqn , must varry, the apple id lio ofdesign parameters ad properly' prate this design into the overall 3 =d R63672137 3885 CARR AV4 Valley 1 1 MTek USA, tnc. Sadly Information available from Truss Plate Institute, 2670 Grain Highway, suite 203 Values, MD 20601 400 Sunrise Avenue, Suite 270 Rossi CA 95661 Job Reference o tional Builders FirsGoome(Littleton), Littleton, GO -80504, 8240 s Mar 92020 MiTek Industries, Inc. Fri Sep 1117:40:572020 Page ID.P8ZZXBc5BgFOatBaBh272MZAdVL-0CQgdkOCH01F_kycuFmJidgNSHjIUwXPGkRgZCyeds4 4-1-3 0-2b 4-13 4-1-3 4x4 = 3.50 12 Scale =1:14 9 � 1 ®WARNING early u 8 handsome and READ NOTES ON THIS ANO INCLUDED MITEK REFERENCE PAGE Mll7473 dy SIBSPO BEFORE USE. Ll a pass t B f the hold.,, dqn , must varry, the apple id lio ofdesign parameters ad properly' prate this design into the overall 3 =d MiTek' s always required for stability and to provers collapse with possible personal inlury and property damage. For general guidance regarding the fabrication, storage, deliver , erde ion and bracing oftrussea and truss systems, see ANSWITNI Quality Sudan, BSB49 and BCSt Building Component MTek USA, tnc. Sadly Information available from Truss Plate Institute, 2670 Grain Highway, suite 203 Values, MD 20601 400 Sunrise Avenue, Suite 270 Rossi CA 95661 4 2x4 2x4 II 2x4 C O-fl4 4-1-3 8-2-6 0-d- 4 4-05 4-1-3 LOADING (par) SPACING- 2-0-0 CSI. in (too) Iltlefl L/d PLATES GRIP TCLL (roof) 30.0 plate Grip DOL 1.15 TC 0.24 n/a - n/a 999 MT20 197/144 Snow (PI) 30.0 Lumber DOL 1.15 BC 008 FH n/a - the 999 TCDL 10.0 Rep Stress lncr YES WB 004 000 3 ala the B°o` 100 Code IRC2018/TPI2014 Matrix -P Weight: 17 lb F7=20% LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 REACTIONS. (size) 1=8-0-11,3=8-0-11,4=80-11 Max Ho¢ 1=-13(LC 14) Max Uplift 1=34(LC 16), 3--34(LC 16), 4--35(LC 16) Max Gmv 1=185(LC 20), 3=185(LC 21), 4=312(LC 1) FORCES. (Ib) - Max. Comp /Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-4=-236/251 BRACING - TOP CHORD Stractural wood sheathing diredly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES - 1) Unbalanced met live loads have been considered for this design. 2) Wind: ASCE 7-16; Vu11=130ni (3 -second gust) Vasd=103mph; TCDL=6.Opsf; BCDL=6.0psf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C -C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposeQC-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL -1.60 3) TCLL ASCE 7-16; Pr=30 0 psf (roof LL Lum DOL -1.15 Plate DOL=1.15); Pi 0 psf (Lum DOL=1.15 Plate DOL -1.15); Is -1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1 oo; C1=1.10 4) Unbalanced snow loads have been Considered for this design. 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) "This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 1, 3, 4. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1. City of Wheat Ridge Building Division September 11,2020 ®WARNING early u 8 handsome and READ NOTES ON THIS ANO INCLUDED MITEK REFERENCE PAGE Mll7473 dy SIBSPO BEFORE USE. Design rd for use onlywith efface commands,Tti design isbased only upon p monsters shown andisfor an Individualb (ding component no a pass t B f the hold.,, dqn , must varry, the apple id lio ofdesign parameters ad properly' prate this design into the overall building dg Sourcing ind1 d is to provertb kl g of indredualt b and/or chord members only. Additional tmporary andpermanent bracng MiTek' s always required for stability and to provers collapse with possible personal inlury and property damage. For general guidance regarding the fabrication, storage, deliver , erde ion and bracing oftrussea and truss systems, see ANSWITNI Quality Sudan, BSB49 and BCSt Building Component MTek USA, tnc. Sadly Information available from Truss Plate Institute, 2670 Grain Highway, suite 203 Values, MD 20601 400 Sunrise Avenue, Suite 270 Rossi CA 95661 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: P Permit Number: ❑ No one available for inspection:�Tir Re -Inspection required: When corrections have been made, schedule http✓/www.ci.wheatridge.co.uslinspeotio6 f AM/PM for re -inspection online at: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ) �L)INC Job Address: ' t�`' 01 0_' 5 - Permit Number: 0 a",- U 0 U cL t I ❑ No one available for inspection: Time ! 4.r AM/PM Re -Inspection required: �e� No When corrections have been made, schedule for re -inspection online at. httpAwww.ci. wheatridge.co. uslinspection Date( dL8, — Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Homeowner Detached Garage PERMIT - 202000911 PERMIT NO: 202000911 ISSUED: 06/11/2020 JOB ADDRESS: 3885 Carr St EXPIRES: 06/11/2021 JOB DESCRIPTION: Detached garage onto existing detached 2 car structure. No electrical or plumbing. Square footage: 888 **REVISION:Request is to update from Foundation Detail A to Foundation Detail B and inclusion of a Ufer Ground for future electrical service if desired. The existing garage foundation was determined to be aligned with Detail B, so this revision is to align to the existing foundation to prevent future damage due to seasonal changes. No added valuation. *** CONTACTS *** OWNER (303)918-6431 LINN WARREN DOUGLAS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,500.00 FEES Total Valuation 0.00 Plan Review Fee 174.01 Use Tax 283.50 Permit Fee 267.70 ** TOTAL ** 725.21 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. City of Wheat Ridge 0 Homeowner Detached Garage PERMIT - 202000911 PERMIT NO: 202000911 ISSUED: 06/11/2020 JOB ADDRESS: 3885 Carr St EXPIRES: 06/11/2021 JOB DESCRIPTION: Detached garage onto existing detached 2 car structure. No electrical or plumbing. Square footage: 888 **REVISION:Request is to update from Foundation Detail A to Foundation Detail B and inclusion of a Ufer Ground for future electrical service if desired. The existing garage foundation was determined to be aligned with Detail B, so this revision is to align to the existing foundation to prevent future damage due to seasonal changes. No added valuation. 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 ermtt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance orgrant of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appl le code or an . rdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:%n I j Job Address:✓� Permit Number:od UUGi l i ❑ No one available for inspection: Time !r� d AM/PM Re -Inspection required: Yes �Ioj When corrections have been made, schedule for re -inspection online at: httpYAvww. ci. wheatridge.co. ushnspection Date:_1 - Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: o�- Job Address:::?� .Af 'E� Permit Number: --"'7 ° C—) CDG" Sf j ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, http✓/www.ci.wheatridge.co.us inspi D te: 3 - pec A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: u G �- Job Address: C !� /I,- Permit fPermit Number: C9(-"d,O 0 061 11 ❑ No one available for inspection: Time lk AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge.co. us4nspection Date: -7, 0, P'i Inspector: DO NOT REMOVE THIS NOTICE City of' W heatPsi(] c C_c�>ti�tMUNiT); DEVE:I.OPME:NI Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. a Property Owner(s): WU^ren Cov,,y &a (o, Project Property: 3 $SS Cg(\f S 4', �t1 rA `��p�� Q $d0 33 Project Type: uekok � Notarized signature of Applicant State of Colorado } County of ss JA The foregoing instrument was acknowledged by me this ._f day of r , 2o.L by e'en Qd 4,S Z-�nn X. Z4, My Commission Expires / /20Z Notary Public ROBERT E GRASING II I NOTARY PUBLIC STATE OF COLORADO NOTARY 1D 20154018000 MY COMMISSION EXPIRES MAY 06, 2023 City of Wheat Ridge _6� Homeowner Detached Garage PERMIT - 202000911 PERMIT NO: 202000911 ISSUED: 06/11/2020 JOB ADDRESS: 3885 Carr St EXPIRES: 06/11/2021 JOB DESCRIPTION: Detached garage onto existing detached 2 car structure. No electrical or plumbing. Square footage: 888 *** CONTACTS *** OWNER (303)918-6431 LINN WARREN DOUGLAS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,500.00 FEES Total Valuation 0.00 Plan Review Fee 174.01 Use Tax 283.50 Permit Fee 267.70 ** TOTAL ** 725.21 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. City of Wheat Ridge Homeowner Detached Garage PERMIT - 202000911 PERMIT NO: 202000911 ISSUED: 06/11/2020 JOB ADDRESS: 3885 Carr St EXPIRES: 06/11/2021 JOB DESCRIPTION: Detached garage onto existing detached 2 car structure. No electrical or plumbing. Square footage: 888 1, by m�"na'ures, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicaeuilding codes, and all applicable municipacodepolicbythe lal ownerofthepropertyand am authoried to obtaithisthisperit. I further attest that I am 1e 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 ,s disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This pen -nit 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 pen -nit 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 Budding Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new pen -nit 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 Budding 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, anF 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 thief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheot Ridge 06/11/2020 09;31 CDBB Dotadhed garage onto CD8023060 AMOUNT BPSP 3885 Carr St 551.20 APFIRERMIT NO: 142000911'. PAYMENTRECElVE-D AMOUNT PP / 9556 551.21D AUTH CODE: 76402892 TOTAL 551.20 From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) Date: Saturday, May 16, 2020 8:42:07 AM Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3885 Carr St. Wheat Ridge, CO 80033 Property Owner Name Warren Douglas Linn Property Owner Phone 303-918-6431 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email warrendlinn@msn.com Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Electronic Payment Form Executed.odf CONTRACTOR INFORMATION Contractor Business N/A Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) II88II Contact Email Address warrendlinn@msn.com for Questions/Comments Retype Contractor warrendlinn@msn.com Email Address DESCRIPTION OF WORK Detailed Scope of Work - Example: Detached Garage with Electrical; Unconditioned shed Square Footage of Accessory Structure Engineering Letters and Other Letter Size Attachments Construction Plans scanned on 11'x17" or larger Addition of 2 -car garage onto existing detached 2 -car structure. No electrical, plumbing, etc planned. 360 sf LINN -Wheat Ridae Detached Garaae Aoolication.odf Field not completed. Project Value (contract 13500 value or cost of ALL J$37.50 x 360 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. Person Applying for Warren Douglas Linn Permit 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. Email not displaying correctly? View it in your browser. City of' Wh6at i COMMUNITY DEVE:L0111MEN Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. y Property Owner(s): a r,Ten ovala5 Project Property: 3 "6SS CAi`(' S'—, W �tA� L0 SNYS3 Project Type: �uz Notarized signature of Applicant State of Colorado } County of Zinn ) ss The foregoing instrument was acknowledged by me this . day of G ! 20,�U by `w e'en }cJZ-�nn My Commission Expires �_J201 Notary Public ROBERT E GRASING 11 NOTARY PUBLIC STATE OF COLORADO NOTARY 1D 20154018000 MY COMMISSION EXPIRES MAY 06, 2023 9/9/13 3885 CARR ST. - SITE PLAN ON SITE PLA 140.0 EXISTING 2 -CAR GARAGE 'R., ED GARAGE City of COMWheat _ge MUNriY DEVELOPJENT APPROVED Reviewed for Code Compliance Randy Slusser 5/28/2020 Plans Examiner Date vetknr or oennn: rne;srdaKe o/opermnw ggwowr IWma w«yrrnnom maenmpumewns snoa not ne a permq fa, or an apyarW ol. pry noronw m any of Me provls 4 Me bwdL g rode or of pry My aeaiauco. Ar—Ols preswn� ro Afl2 outMnty ro vfa'Ote w rorKe! me prw[rloas a/ Me M�0 rolls or Omeror,*Mo ,yme pry Mac mtneMIA 140.0 SCALE: 1": 18.9' NOTE: DIMENSIONS ARE FOR REFERENCE PURPOSES ONLY N Reviewed for Zoning Compliance by the , City of Wheat Ridge Planning Division APPROVED This handout was developed by the Colorado Chapter of the BY: 19/2020 International Code Council as a basic plan submittal under DATE: the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of COMMENTS: Building Safety for additional requirements. 76.7 N; are 131 S ON 9/9/13 Building Guide Colorado Chapter of the International Code Council Now to Use this Guide Provide two sets of plans, drawn to scale and complete the following (hint. use graph paper with 1/4' squares. Example: 1/4" =1'): Check with your jurisdiction for additional requirements. 1 Complete this Building Guide by filling in the blanks on page two and four, and indicating which construction details will be used. 2 Provide 2 Plot Plans (site plan) showing dimensions of your project and its relationship to existing buildings or structures on the property and the distance to existing property lines, drawn to scale. See page3. 3 Fill out a building permit application. The majority of permit applications are processed with little delay. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. The Colorado Chapter of the International Code Council is a professional organization seeking to promote the public health, safety and welfare to building construction. We appreciate your feedback and suggestions. To obtain a master copy of this building guide, please write to the Colorado Chapter of the International Code Council, P.O. Box '961, Arvada, CO 80001. hftp://www.coloradochaptericc.org This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. 9/9/13 Directions 1. Fill in the blanks on pages 2 and 4 with dimensions 3885 Carr St. Wheat Ridge, CO 80033 and materials which will be used to build the structure. Please print legibly. 2. Indicate in the check boxes on page 4 which details from page 5 will be used. Note: Heated garages will require insulation, such as ceilings, walls, and foundation. Dimension 18' Locate and detail bracing ❑ Garage is heated -XGarage is not heated Show door and window header sizes and location and size of landing in front of door (4" slab) K2' minimum concrete slab (2) 2 x 12 header (example: (2)2x 12 Indicate rafter or truss direction ❑ X 0 Note: If roof trusses or rafters bear on header, special header design may be required Double 2x4 or 2x6 trimmers each - end of overhead door header = Garaae door oDenina Garage door opening width 16' * If less than 4' see Braced Wall Panel Detail on *77 1 page 5 to comply with section R602.10.6.2 (IRC) (minimum width 16" with wall 10' high) This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Floor slope Dimension 20' Dimension* 1' 9/9/13 Note: For roofs with slopes less than 4:12, follow manufacturer's instructions for low slope application of roofing material. M Truss or 2x - rafters spaced - " O.C. I ISheathing 1/2" exterior plywood (example: Put checkmark in box -or-2x 10 Rafters Spaced 24" 1 (example: 112" exterior plywood) Minimum 1x 12" ridge board Roof covering Class A 3 -tab shingles_ (example: i x 12) 111 (example: Class A 3 tab shingles) Underlayment l layer #15 felt (example: 1 layer 815 felt) 12 pitch I 4' Provide roof tie downs Ceiling Insulation N/A Solid 2x blocking between (If heated - example: R-38) rafters that are 2x12 or greater 2x s" ceiling joists @. 24" O.C. (example: 2 x 8 @ 24"0. C.) 1x4"collar ties @ 48" o.c. Double 2x 6" top plate — — — — — — l�j (example: 2 x 6) Span Note: Pre-engineered roof trusses w/truss clips may be used in lieu of roof structure shown. Irovide Truss layout at framing insp Diagonal wind bracing or braced wall panels @ corners and each 20'.of wall. Max.10%wall height Concrete Encased Ground required for new service idation Detail A idation Detail B (see page 5) This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. =B Span 17' (example: 23'5'7 Ceiling height g' (example: 89 Siding - Lap (example: lap or T-111) Wall sheathi 1/z" ext. ply (example: '/2"exterior Plywood) 2X 6" studs @ 24" O.C. (example: 2 x 6 @-R4' O.C.) Cont. 2x 6" sill plate • (example: 2x 6) Wall Insulation N/A .• (if heated - example: R-20 Fiberglass Batts) Foundation Insulation N/A (if heated - example: R-10) Footing size x (example:8"x iB'f 9/9/13 Extent of header with double portal frame (two braced wall panels) Extent of header with single portal frame (one braced wall panel) 2' -18' Finished width of opening for single or double portal 1/2" x 10" steel anchor bolts 6'-0" 1/2" x 10" steel anchor bolts 6'-0" Max. 10' O.C. max., 7" min. penetration Lap siding over foundation a max., 7' min. penetration m ' from corner and 12" fro end wall height max. 12" from corner and 12" minimum of 1" of plate (min. 2 bolts ate). r from each end of plate (min. 2 1,000 Ib. strap opposite sheathing 1,000 Ib. portal frame V1 bolts per plate). strap Fasten top plate to header with two Bottom plat all be min. 8" Bottom plate shall be treated rows of 16D sinker nails at 3" O.C. typ. above g , or be treated Lap siding over foundation a or be separated from concrete 6" min. << wood eca r `` y esistive wood minimum of 1 ". by an impervious moisture r barrier and be 8" above grade. Finished -- a ;` ` , •.=:`- 3 1/2" Minimum EV. gradeconcrete slab c 31/2" Minimum f�.. _ . •.„"` "' Fiberboard expansion joint 6" " Concrete Slab Min length of panel per table R602.10.5 occur within 24° of mid -height. Finished,a'.r_ Min. 2x4 framing _ Min. double r One row of typ. sheath n9- grade 18*`' ,' ” .- :`: 36" min Provide #4 rebar vert. @ 4'-0" O.C. insert rebar into concrete #4 rebar min. Note: Checkfooting or keyway Note: Check with local cont. top & bottom with 18" las kl2" with local building ,•1'` #4 rebar min. continuous top of building department for p de arte ''... stemwall & at footing with 18" laps swelling soils. Caissons swell! S. Ca s may i,M'a may be required. +�Min. -J' -; :!:` quired. 6 3" Extent of header with double portal frame (two braced wall panels) Extent of header with single portal frame (one braced wall panel) 2' -18' Finished width of opening for single or double portal This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Fasro., r.,., I heac two i 16C nal O. M str shf Min. 3" x 11.25" Net Header Typical r 1,000 Ib. strap opposite sheathing 1,000 Ib. portal frame s _ strap Fasten top plate to header with two construction rows of 16D sinker nails at 3" O.C. typ. Fore panel 3 Fasten sheathing to header with 8D common or splice (if o galvanized box nails in 3" grid pattern as shown and needed), panel EV. 3" O.C. in all framing (studs, blocking, and sills) typ. edges shall be c blocked, and E iv Min length of panel per table R602.10.5 occur within 24° of mid -height. T Min. 2x4 framing _ Min. double r One row of typ. sheath n9- 3/8" min. thickness wood 2x4 post ming nailing is structural panel sheathing required. If 2x4 blocking is Min. 4,200 Ib. tie -down device (embedded used, the 2x4's into concrete and nailed into framing must be nailed +�Min. -J' -; :!:` 1,000 lb. See Section R602.10.6.2 tie down device together with 3 16D sinkers - This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Fasro., r.,., I heac two i 16C nal O. M str shf IMPROVEMENT LOCATION CERTIFICATE ADDRESS: 3885 CARR STREET CLIENT(S): LINN TITLE COMMITMENT H0515829 LEGAL DESCRIPTION: THAT PART OF SECTION 22, TOWNSHIP 3 SOUTH, RANGE 69 WEST DESCRIBED AS FOLLOWS: BEGINNING AT SOUTHEAST CORNER OF SAID SECTION 22; THENCE NORTH 453 FEET; THENCE WEST 25 FEET TO TRUE POINT FO BEGINNING; THENCE NORTH 76.7 FEET; THENCE WEST 140 FEET; THENCE SOUTH 76.7 FEET; THENCE EAST 140 FEET TO BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO. SCALE: 1"=20' 2 -CAR BRICK GARAGE FOUND #5 REBAI APPARENT EASEMENT FOR OVERHEAD LINES 1 STORY BRICK W/GARDEN LEVEL DUPLEX #3885 34.8' 76.7' I..—I I I CARR STREET (50' R.O.W.) 5.4' IMPROVEMENT LOCATION CERTIFICATE DOES NOT ESTABLISH PROPERTY CORNERS AND IS INTENDED ONLY TO GIVE THE GENERAL \TION OF THE CURRENT VISUAL IMPROVEMENTS. GILLIANS WILL NOT BE LIABLE FOR MORE THAN THE COST OF THIS IMPROVEMENT TION CERTIFICATE, AND THEN ONLY TO THE PARTY SPECIFICALLY SHOWN HEREON. O O THE BASIS OF MY KNOWLEDGE, INFORMATION AND BELIEF I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS :PARED FOR LINN, UNDER MY SUPERVISION AND THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS f TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. THIS CERTIFICATE IS .ID ONLY FOR USE BY LINN AND DESCRIBES THE PARCEL'S APPEARANCE ON THE DATE SHOWN HEREON. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, EXCEPT UTILITY CONNECTIONS, FENCES AND LANDSCAPING, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. CE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS CERTIFICATE WITHIN :E YEARS YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS CERTIFICATE BE MENCED MORE THAN TEN YEARS FROM THE CERTIFICATION DATE SHOWN HEREON. CERTIFICATE IS ONLY VALID FOR 6 MONTHS FROM DATE SHOWN HEREON. ROBERT A. HALL COLORADO P.L.S. 30098 FOR & ON BEHALF OF GILLIANS LAND CONSULTANTS - I e• , I . a O OI �_ e. e, WO O I • I " e� 11! a d FOUND #5 REBAI APPARENT EASEMENT FOR OVERHEAD LINES 1 STORY BRICK W/GARDEN LEVEL DUPLEX #3885 34.8' 76.7' I..—I I I CARR STREET (50' R.O.W.) 5.4' IMPROVEMENT LOCATION CERTIFICATE DOES NOT ESTABLISH PROPERTY CORNERS AND IS INTENDED ONLY TO GIVE THE GENERAL \TION OF THE CURRENT VISUAL IMPROVEMENTS. GILLIANS WILL NOT BE LIABLE FOR MORE THAN THE COST OF THIS IMPROVEMENT TION CERTIFICATE, AND THEN ONLY TO THE PARTY SPECIFICALLY SHOWN HEREON. O O THE BASIS OF MY KNOWLEDGE, INFORMATION AND BELIEF I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS :PARED FOR LINN, UNDER MY SUPERVISION AND THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS f TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. THIS CERTIFICATE IS .ID ONLY FOR USE BY LINN AND DESCRIBES THE PARCEL'S APPEARANCE ON THE DATE SHOWN HEREON. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, EXCEPT UTILITY CONNECTIONS, FENCES AND LANDSCAPING, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. CE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS CERTIFICATE WITHIN :E YEARS YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS CERTIFICATE BE MENCED MORE THAN TEN YEARS FROM THE CERTIFICATION DATE SHOWN HEREON. CERTIFICATE IS ONLY VALID FOR 6 MONTHS FROM DATE SHOWN HEREON. ROBERT A. HALL COLORADO P.L.S. 30098 FOR & ON BEHALF OF GILLIANS LAND CONSULTANTS vK-5 CVu/c c9- INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type 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 Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter 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-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Chanthinn 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. Mid -Roof I Lath / Wall Tie Final Plumbing Rough Electric' Final Mechanical Rough Plumbing/Gas Line Roof Rough Mechanical Final Building Rough Framing NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a .ate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupy Rough Grading Insulation 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 Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a .ate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupy For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i CITY OF WHEAT RIDGE t _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:f5G� Permit Number: SOI -9011V "b r ❑ No one available for inspection: Time �`7 �= /PM Re -Inspection required: Yes 6to When corrections have been made, call for re -inspection at 303 -234- Date: - 03 -234 -Date: ` Inspector: 1 _,,C� 44 DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line -(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: A10 Job Address: R S C 9!/ Permit Number: '7 0 14 7,/� v ❑ No one available for inspection: Time 1' Z� AM/9 Re -Inspection required: Yes Np When corrections have been made, call for re -inspection at 303-234-5933 Date: �l -> l Inspector: DO NOT REMOVE THIS NOTICE 1* � 4 a City of Wheat Ridge I Residential Roofing PERMIT - 201704786 PERMIT NO: 201704786 ISSUED: 07/25/2017 JOB ADDRESS: 3885 Carr ST EXPIRES: 07/25/2018 JOB DESCRIPTION: Residential Re -roof to install 30 YR DIMENSIONALS asphalt shingles with 30 SQ REMOVE AND REPLACE ROOF *** CONTACTS *** OWNER (303)709-4062 CAPOBIANCO ANDRIA RAQUEL SUB (303)902-5235 Rocco DeLorenzo 170244 D -Roc Renovations *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT*: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,500.00 FEES Total Valuation 0.00 Use Tax 178.50 Permit Fee 188.45 ** TOTAL ** 366.95 *** COMMENTS *** *** CONDITIONS *** 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. Ice and water shield is required. Eave and rake metal is required. 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. In order to pass a final inspection of elastomeric or similar type roof coverings, 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. 41 City of Wheat Ridge .. Residential Roofing PERMIT - 201704786 PERMIT NO: 201704786 ISSUED: 07/25/2017 JOB ADDRESS: 3885 Carr ST EXPIRES: 07/25/2018 JOB DESCRIPTION: Residential Re -roof to install 30 YR DIMENSIONALS asphalt shingles with 30 SQ REMOVE AND REPLACE ROOF 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 it. I er that I am legally authorized to include all entities named within this document as parties to the work to be pe o d d tha wor o be performed is disclosed in this document and/ its' accompanying approved plans and specifications. Signature of OWNER or CONTRAGidR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 applica ode or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. II-Ta-LA4, Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz From: no-reply@ci.wheatridge.co.us _= Sent: Monday, July 17, 2017 9:52 AM -' To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application C Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3885 Carr St Andria Capobianco 3037094062 Field not completed. _ _ Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name D -Roc Renovations Contractor's License 170244 Number (for the City of Wheat Ridge) Contractor Phone 3039025235 Number Contractor Email Address Rocco.delorenzo4@gmail.com Retype Contractor Email Rocco.delorenzo4@gmal.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing 30 yr Dimensionals Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 30 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 30 roofing material for this project Provide additional detail remove and Replace roof here on the description of z work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 8500 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 this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Rocco DeLorenzo Email not displaying correctly? View it in your browser. 3 Notice of Intent to Build Customer Name: b -t pv- t r,,- c, LT tar t -V-0 Insurance Provider: Insurance Claim Number: Insured Property Address: 3q CA r C � t, kA vrv� <<� eE The undersigned insured has contracted with D -ROC RENOVATIONS LLC to complete Roofing and/or restoration repairs to the above -listed property for the referenced insurance claim. D - ROC RENOVATIONS LLC and its agents are granted all privileges afforded the undersigned by the provisions of the referenced insurance policy and all State and Federal laws to discuss the claim with the above -listed insurance provided on the undersigned's behalf. The undersigned grants permission to the listed Insurance Provider and its agents to discuss the claim with D -ROC RENOVATIONS LLC and exchange all relevant information to properly restore the property to code and manufacture's specifications to the extent allowable by market conditions and property and casualty policy limits in reasonable time frame. This agreement is subject to insurance company approval. Dated on: f _ Date Signed by: Full Name: FORM IK1414 021123 PUBLIC SERVICE COMPANY OF COLORADO 77640 W' Z' W L u: W ~ Q J W. Q ~ L J ADDRESS CITY -TOWN OP COUNTY 1 FLOOR APT. NO. CUSTOMER NAME IPRINTI OWNER TENANTEJ AGENT ❑ SPECIFY OTHER - HAZARD - CONDITION TO BE CORRECTED AS SHOWN BELOW CREATES AN IMMEDIATE HAZARD. THIS EQUIPMENT MUST NOT BE PUT BACK IN SERVICE UNTIL REPAIRS AND A THOROUGH INSPECTION HAVE BEEN MADE BY A QUALIFIED CONTRACTOR. CONTACT YOUR LOCAL BUILDING DEPARTMENT FOR CODE AND PERMIT REGUIREMENTS PRIOR TO PERFORMING REPAIR WORK. - NAME AND TYPE OF APPLIANCE _ ~ f CONDITION TO BE CORRECTED: F ~ FOR FURTHER INFORMATION, PHONE: TAGGED BY TIME DATE CUSTOMER/OCCUPANT SIGNATURE - TIME DATE RELATIONSHIP OF OCCUPANT TO CUSTOMER