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3610 Johnson Street
i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: �_4--Fj r'i 6 t, 1 E�2 � z A7 L)s- � (-'©rn,p/G! E ❑ No one available for inspection: Time l t _ A /PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 3' " ° Inspector: DO NOT REMOVE THIS NOTICE 0 W I U Johnsen SNS IG�fie RECORD 5aqv�` ' INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Mid -Roof Plumbing Concrete Encased Ground (CEG) Fire Inspection / Fire Protection Dist. Lath /Wall Tie Foundation / P.E. Letter Final Electrical Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Wall Sheathing Sewer Service 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. Mid -Roof Plumbing Fire Inspection / Fire Protection Dist. Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing 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. Mid -Roof Fire Inspection / Fire Protection Dist. Lath /Wall Tie Final Electrical Rough Electric " Final Plumbing Rough Plumbing/Gas Line Final Mechanical Rough Mechanical Roof Rough Framing Final Window/Doors Insulation Final Building Drywall Screw/ Nail NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate I of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. 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. 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 Certificate I 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. **For inspection Time Window Requests — Please email insptimereouestCcDci.wheatridge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather � City of Wheat Ridge Residential Plumbing PERMIT - 201700388 PERMIT NO: 201700388 ISSUED: 03/20/2017 JOB ADDRESS: 3610 Johnson ST EXPIRES: 03/20/2018 JOB DESCRIPTION: Replace sewer service line from house to tap in street; pipe burst. 75 ft long *** CONTACTS *** OWNER (303)420-5409 LINDER DOUGLAS A SUB (303)215-1348 Brian Wilkie 060162 Apex Plumbing Inc. *** 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: 3,200.00 FEES Total Valuation 0.00 Use Tax 57.60 PAID Permit Fee ** TOTAL ** 109.20 166.80;s� *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** ® City of Wheat Ridge ,, Residential Plumbing PERMIT - 201700388 PERMIT NO: 201700388 ISSUED: 03/20/2017 JOB ADDRESS: 3610 Johnson ST EXPIRES: 03/20/2018 JOB DESCRIPTION: Replace sewer service line from house to tap in street; pipe burst. 75 ft long 1, by n 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 partes 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 OWNEk nor CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po ncies 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 — Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheat Midge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29t' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 3/)-0/I1 Add to Permit# � I � ,^ 3�� Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: N5">n Property Owner (please print):,a l...e,(Phone:L� L( -3l - 5r,-7 Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zip: Submitting Company: Contact Person:Phone:= Contractor:�r?�[- �vmb� of Contractors City License #: Contractor E-mail Address: Phone: &3� Q15 - Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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:SIGNATURE: N\),4,� _DATE: l ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS - Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received Sanitation District ❑ Received DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: ❑ Not Required ❑ Not Required Building Division Valuation: $ Certificate Of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201301424 Issued: 07/02/2015 Stipulations: Removal of Existing Roof and Install New Trusses, Sheathing and 30 yr. Shingles. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. RIM11w; Owner: LINDER DOUGLAS A / LINDER TERE 3610 JOHNSON ST WHEAT RIDGE CO 80033-5727 Contractor: For the Following Purpose: Residential Roofing Code Editions NO change shall be made in the USE of '2012 ICC/2014 NEC this building without prior notice -712006 ICC/2011 NEC and a new Certificate Of Completion — 2006 ICC/20,15 NEC from the City of Wheat Ridge. Other B41d In-sp or Zoning Admin-istrator g 'N:� CE TIFICATE MUS BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES From: Douglas Linder <dlinder@carol1o,com> Sent: Wednesday, June 17, 2015 9:03 AM To: Melissa Mackey Subject: Change of contractor permit 201301424 Melisa, I would like to remove previous contactor from permit 201301424 and place Chad Green of Eight 14 Construction and Design. Please feel free to call with any questions. Douglas Linder Resident Project Representative Charles A. Strain Water Treatment Plant Clifton Water District 510 34 Road Clifton CO 81520 Carollo Engineers Inc. C: 303-431-9507 dlindey@carol_lo.com )5Lww.carollo.com GUMOO Erahw*,,.%tA*v wwx*o, m* wwwo City o Wh6 COMMUNiTy DEVELOPMENT Building & Inspection Services D ivision 750 W . 2 9 th . Wh Ridge CO 8 M •" ib Ins pection _ • uest Line: 303-234-59 N trt+: [ ) �rl Plea # j/" ..,.. y ,.... permit # �( , � (Complete . • r Review Fee (d, a t time cz s arraxd#a is Gall , � �- Contractor: M. D. Miller, P. E., P. T., Ltd. 29156 Summit r Drive Golden, t ;1 August 12,,2013 DOUG LINDNER 3610 Johnson Street Wh ea t Ridge .r 1 Mr. Lindner: n, F 0 ,�q i O o LA wit D. Linder, 361 Johnson St - 14 Trn;d -arcos .110, March 4,2014 based on the parameters provided • High Plateau Truss. Pages or sheets covered by this seal: R41516242 thru R41516268 My license renewal date for the state of Colorado is October 31, 2015. Lumber design values are in accordance with ANSUTPI I section 6.3 These truss designs rely on lumber values established by others. &,,,£Uect t(') If A - i b ", Wh R i f: i Date, S i n f,'JI truss components shown, The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSVTP1 1. M B� I FORCES Qb) - Max, CrxrVJMax Ten, - Aff forces 250 (tb) or tess except when Wwwn, TOPCHORD 2-3 "-473t725,6-7-451/777,741-3701740, f 13-14-628r794 BOTCHORD 2-27-663K701, 26-27-663f70l, 25-26-6531701, 23-25-6631561, 22-23-03/561, 21-22 20-21-65W$61,19-20=-6531661 18-19=-6531561,17-18-653f561, 16-17-6531561,14-16-66WS61 WEBS 8-21-7341375,5-25=-3291281 29�� A& WARNM -Vv&V par momm cad AFAD AOMS PN 1111S lhatOED *1 d E HI T-1471 m& 1/19/1014 9W 1 DemAgn vabd for ose ss* wth Mlek, co tars. This de sen 4 bosed only upon portirmbrrs shown send 4 for an kso " ont, AppIrl-ability ofd por—tem and MW inc of c b respon"ry of bularig deskrrer - not trm d e$Ww , B=h shown is for Wera xipport of tretWidual w&b n orgy. AdcOlknd tensparcry bsocing to hA" stubirty dLNhg cons tan h the reWombOty of the erector, AdcMkmd peamment bracing of It* overrsi stn t" b the revons"fy of " buk*0 shmignet. For at "ance rogotding tobrcaf quoft conesti sloroge, deRvery, ere Von rind bmch-q corfaiN ARNIM) Quo*y Cdkdu. DSI-$# and SM Sulldhig ConeronevA 7M Greenback Lem, Suft iris Oftm HaWft, CA, 0610 240 11-3.8 11 2-" March 4,2014 US 3f Zb W4 23 22 21 20 19 48 17 to 3X4 ----------- LOADING (psf) SPACING 2-0-0 C I in Pon) Udeff Lid PLATES GFdP TOLL 30,0 Pistes Immase 1,16 Tc O 36 Ved(LL) -0,03 15 nFr M MT20 1691123 TCDL 7,5 Wnber Increase 115 BC 0.28 Vert(TL) -0,04 15 rjr 120 BOLL 0,0 Rep Stress tncr YES WB 0,70 Horz(TL) -0,02 14 rda We 6 7,6 Code IRC2009frPI2007 (mat fix) Weiqft 92 lb FT - 0% FORCES Qb) - Max, CrxrVJMax Ten, - Aff forces 250 (tb) or tess except when Wwwn, TOPCHORD 2-3 "-473t725,6-7-451/777,741-3701740, f 13-14-628r794 BOTCHORD 2-27-663K701, 26-27-663f70l, 25-26-6531701, 23-25-6631561, 22-23-03/561, 21-22 20-21-65W$61,19-20=-6531661 18-19=-6531561,17-18-653f561, 16-17-6531561,14-16-66WS61 WEBS 8-21-7341375,5-25=-3291281 29�� A& WARNM -Vv&V par momm cad AFAD AOMS PN 1111S lhatOED *1 d E HI T-1471 m& 1/19/1014 9W 1 DemAgn vabd for ose ss* wth Mlek, co tars. This de sen 4 bosed only upon portirmbrrs shown send 4 for an kso " ont, AppIrl-ability ofd por—tem and MW inc of c b respon"ry of bularig deskrrer - not trm d e$Ww , B=h shown is for Wera xipport of tretWidual w&b n orgy. AdcOlknd tensparcry bsocing to hA" stubirty dLNhg cons tan h the reWombOty of the erector, AdcMkmd peamment bracing of It* overrsi stn t" b the revons"fy of " buk*0 shmignet. For at "ance rogotding tobrcaf quoft conesti sloroge, deRvery, ere Von rind bmch-q corfaiN ARNIM) Quo*y Cdkdu. DSI-$# and SM Sulldhig ConeronevA 7M Greenback Lem, Suft iris Oftm HaWft, CA, 0610 240 11-3.8 11 2-" March 4,2014 am 0 I MfTek reconwIends that Stablizem and required casts bracing be inslimiled dWft truss erectlers, in a0cerdance vAth Sta-- REACTMS Obtsiza) 2=712VIO." (plin. 0-1-8), 14-73610-3-8 (twin, 0-1-8), 10=1 11910-" (pan, 0-1-8) Max Ham 14-147(LC 6) Max Up1fft2-336(LC 6),14-15I(LC 6), 10=-442(LC 7) Max Grav2=712(LC 1), 14=1187(LC 2), 10=1188(LC 2) krill "I MEZM „ •e ; & WARKM - Sot defla past mOna md READ MD MS 04 MrS,40 MWED MTTrR AFFE REXT PAOF Wr- 7473 rea 4,012014 WaREIN Desion vaAd for use ** Mh Wek connectom. This doskin 4 bosed or* VPon Posurnetem shown, ond h for on dead ad building C*Yponemt. ApplCobfity of dedgn pcoornotem and proper hoorWotion of con a resPombOy of bt*dho destyw - not hm desiWw SmN Oumn 4 for Word support of hckMdud wab meftem a*. A d f brocog to insure stobtity durho con*ucWn is Ithe responsb4ty of the I For Word once regwdhg Me! it VS1149 and MW of 7M Greenbm* Lew SuAs 109 ,V-' CWusHooft,CA< "610 2 3-1-10 1.11-10 4-8.7 CF 7.1 3 9-14 4-7 2 3 0-9-14 0-7-13 Scale - 9.43 . k". --------------- ------- LOADING (Psf) TCLL 30,0 SPACING Phates Increase 2-0-0 1,15 CS1 TC 0,84 DEFL Vert(LL) in OM) 44312 Udeft >478 -------- Ud 240 -- ----------- RATES GPJP MT20 TCOL TS Lun*er Increase 115 BC 0,71 Ved(TL) -1 -013 12-14 >285 180 169/123 BCLL 0,0 Rep Stress Ina YES 0,62 ITL) 0,02 10 fire We BCOL 7's Code tRC2W9/TP12007 (matrix) Attic -029 12-14 512 360 Vftft 128 1b FT-O% MfTek reconwIends that Stablizem and required casts bracing be inslimiled dWft truss erectlers, in a0cerdance vAth Sta-- REACTMS Obtsiza) 2=712VIO." (plin. 0-1-8), 14-73610-3-8 (twin, 0-1-8), 10=1 11910-" (pan, 0-1-8) Max Ham 14-147(LC 6) Max Up1fft2-336(LC 6),14-15I(LC 6), 10=-442(LC 7) Max Grav2=712(LC 1), 14=1187(LC 2), 10=1188(LC 2) krill "I MEZM „ •e ; & WARKM - Sot defla past mOna md READ MD MS 04 MrS,40 MWED MTTrR AFFE REXT PAOF Wr- 7473 rea 4,012014 WaREIN Desion vaAd for use ** Mh Wek connectom. This doskin 4 bosed or* VPon Posurnetem shown, ond h for on dead ad building C*Yponemt. ApplCobfity of dedgn pcoornotem and proper hoorWotion of con a resPombOy of bt*dho destyw - not hm desiWw SmN Oumn 4 for Word support of hckMdud wab meftem a*. A d f brocog to insure stobtity durho con*ucWn is Ithe responsb4ty of the I For Word once regwdhg Me! it VS1149 and MW of 7M Greenbm* Lew SuAs 109 ,V-' CWusHooft,CA< "610 2 3-1-10 1.11-10 4-8.7 CF 7.1 3 9-14 4-7 2 3 0-9-14 0-7-13 Scale - 9.43 . M L tI ( SPACING 2-0.0 in ) Well Ltd PIAIIES GRIP TCU 90,19 P In 9.15 TC 0.03 11 (LL) -0.27 11 59 240 T2t} 169/123 TC 7.5 L I 1.16 sc 0.59 Ved(TL) - 0.4610.11 >439 100 SCLL 019 Pep Stress mer YES VM 046 Fromffl.) 0,01 8 We n1 � SCOL 7,6 Cft IR 91'T 12OO7 ( im.) A -015 10.11 619 360 Weiqht 102 Its FT = 0% LUMBER BRACING TOP CHORD 2A SPF 165OF 9.5E TOPCHORD Structural wood stiesthing directly applied or 6 puffins, except SOTCHORD 2x8 DF 195OF 1.7 end vwficaf& WEBS 2x4 WW Stud - SCAT CHORD Pigld ° ° directly i or 40.0 -0 bracing, 1 - 11.2x4 SP 1650E 1,55 (I3 .._ d __._ ..._... be Installed during truss evedron, REACTIONS (III/size) 12.67 Muni , 8-101 3-6 ('n. 0~1 -8) Max Herz @ 2 L 4) Max Uplift 12-178(1.0 6), 8 O (LC 7) Max Gr4v 12=1 117(LC ), 8- 11O7(LC 2) FORCES (td) - Max Corrip,iMax, Ten. - AN forces 2506 (EM) or Im except when show TOPCHORD 1 -2 =-1 " 07, 2 _ , 3-4 689.4 -5- »20/5133, 9911240, 6-7 =- 12251152, 7-8-1594/194,1-12-10761300 OTC PC 10- 11-- 221913, 8-10- -1 1 S 2 -11 -2 463, X14621293, 6-10=0i!596,7-10-5971166, 1- 11-- 2270/1633 r .* r u1",et0y&s as panouron ml EAP, W i 5 ON WNAW MaWED M11F 121TFAt vA&,r R- 7471 :e2 1 ,14 WOWUR Design void 9r4 use only wft Wok conr0crors, This design h broed only krpon t and h for on and component, 4t Appkabilty of denan Pororrieten crd FROPer tocoroomtssn of Component 4 "ty of b - not hes designer, firocing shown 4 is for tateral Supped Of Iddotrfud voeb rnernbers Addkfion tanpara to Inim Adbifitit during comtruotion 4 the responsieft of the 4 N erector. AdcHfi rid comment 3 zing of the ova struet r e b the r�bEy of the bo g+;� . gone of �e re ding tobrication , quoRy confrot, s oral brocing F consult 1 . DS 6 mt 8777 Greentimli Lam, : 8tg 5a In a from Prate lnaltufe. 783 K t. Street, Suits 332, Akxa VA 14, , CAA. W t4 ,f xroa ile 3.zp2 xtx1 liw ea- & -.—s4— 10— itiltltlt I h. Ae q # 4 mm 1.38.E t` 3 4, 014 Omm Um I LOADmia (Pstt SPACING 2-0-0 CS1 OEFL in (10c) Udeff U4 PLATES GNP TCLL 30.0 Plates ln*em 1.15 TC 010 VeWLL) -0,52 14-15 >606 240 MT20 9631123 CDL 7. 5 L navase 1,15 BC 0.68 Vert(TL) -019 14-16 >397 180 M185 HS 1691123 BOLL 00* Rep Stom Incr YES va 0. 87 Hofz(TL) 0,01 13 We n1a BCDL 7,6 Code IRCZ)MTP12007 (matfix) Attic -0,3814-16 503 3W Vileight: 240 1b UMBER BRACING TOP CHORD W OF I950F 1.7E -Exospr TOP CHORD Structural wood sheathing dmcffy applied or 6.0-0 oc pudins, except 7-90 2x6 SPF ISW 1.56 end del is. SOT CHORD W OF 1950F 1.7E -Except* SOT CHORD Riod celling directly applied 6.0.0 oc bractag or , 14 -M 2x10 OF 196OF 1,7E � A4 �1,d WEBS x4 2 WW Stud -ExceW � 81* W SPF 16W 1,5E W d 9 in OTHERS 2x4 WW Stu d g l REACTIONS AN bearings 6-0-0 except (ft-_WVh) 16-Mechenicaj, Opt - Max Horz 16-294(LC 4) Maxt.lplfft All uplift 100 lb or less stord(s) 11 except 16=-351(LC s), 13-727(Lr, 7),9--352(LC 10), 12— (LC 13) Msx Gram AI! Mactions 250 Ib or less at joint(s) 91 except 16--1 537(LC 2), 13=2169(LC 15), 9=326(LC 1), 12-419(LC 14) FORCES Qb) - Max, CompAiilm, Ton, - AN fmft 260 (Jb) or less excW when shimn, TOP CHORD 1-2-1 SM67,2-3-135&433,34-5$t786,4-5--141754,6-6-1386/473, 6-8-16271371,84-2 1-16-16771290 BOTCHORD 15-16=-891288,14-15-126/1249,13-14—OW303,12-13-8w302,1 9-11-89W302 WEBS 2-15-2771528,3-5-19071550, r>-14-4251367,8-14-16012139,8-13=-2502J453, 1-16-13411298 De0an vofid km we onty vAh fAffek comodom This deMgn k ba-d -IV upon paro"oters shown, anc b for an ir4WduW bmWnq ca d. APP#COWIV of de*p poroffeten and p"w incorpomflon of conVoront 4 mponslaffity of butding ded�, not Irm dWUnw, Is for taterd PJPPod Of hdMdud web nwmbom onty. Addk� fe�my bracing to knwe jtobWy dLffhg connW&k-m 4 *,e mspordbMt of th emt Addffond pemment bming of the ovem# sirvchffe 4 the remwsbitty of bu#dho dmkiner For oenwnt mAd— n—veik- ME Me! 7M G rootwALam-Swe too ------ -- --- �WMQ__i ".10 54-1 1 1-4-7 1-44 1.6-3 $4-1 44-13 1 2-W) 3yz i� 802 = 8x181 = 13 12 March 4,2014 • M�x: for ek.. comectom, Thk doWn # bosed soty tern shown is (or on k4Mduoi bkAdmg cwhponent, APPIcusbifty of t f ,4 a ` of conponent is regfords of buWng designm - not mass is for tokxd sumod of as web membem onty. AdMond temportRy bracing to Waixe stabOy dLring consMx is the re spormbOy of the exector, Additnat nt brocing of the overoll skuckse b tde re y of item deg7w, For genetal qukkince r fob0colm quaMy corrW stonsge defivery emcl Como# ARWMI 00OMy COeft, #S - mW SM S Joe ka lhxn from PWe k 0tuW 781 A! , Lee Sheet SO* 312 AWxo VA 22314, C � CA, T� m sa sos ax d '& is .. . n%. A.."— —h— — 111+�nw� S.w a"a� M1 t �+. t %* W tr 14) PmviftamOvanical connection (byothem) oftrusstobewng plate WaNe of wMstarWing 1001bupfflatont�e) 11 exOW at-lb) 16- IS) Attic mm e. for U360 deflection, Em .. 4 — _ IN L ( SPACING 2-0.0 CS1 DEFL in (10c) Udell Ud PLAMS GRIP TOLL 30.0 plates Inorsese 115 � TC 0.99 19 (LL) - 0.8612 -1 .429 240 MT20 164!123 TOOL 7 L E 1,15 C 0,79 (TL) - 1.5212' -13 -250 180 MISSHS 1 123 POLL 00* Rap ftess Ina YES p we 0.93 acDL 7 5 PRC 1 7 @ (mate-) L) 0,05 9 rva aia C3 47 2 0,471 407 380 1 __ -13 228 w- ..t2 3b T = 26_. LUMSER WACtW TOP CHORD 2x8 OF 1950E 3,7E -ExooW TOPCHORD Structure! wood sheatisM directly 7 -10: 18 1,5E OT CHORD R igi d " directl or 5-4-14 e a t3T CHORD 2x8 OF 195OF 1,7E "Ex t° VVEBS 1 R 8-12, 1 -14 1 I p 1.� �9Vdrrak�__ nxvnmends �th "Wr WEBS 2 x4 � K4V%N St 3-5,1-13:2x4 5 16 1,5 � �� during truss in accordance with Stabilizer L1 _r REACTIOW (1bJ ' ) 14 -1 cttarttc , 9=172 (rnm, 0«2 -0) Max Harz 14 294(LC 4) Max Uplift 1 38 (LC 6) 9 16(LC 7) Max Cray 14=1928(LC 2), 9°185(LC 2) FORCES (6b) -Max, . Ton. -A9 forces 250 (lb) orless except when shown, TOP CHORD 1« 39453, 2 -3� 11569, 21811925, 4-5 28 ,026, . x-19 525, 6-8-- 2558t458,8-9-34271811,1-14-23191413 SOT CHORD 13.14 - 1, 12 -1 —1 1986. 11 -92-54913031, 9-13 -659 3 S5 2- 13-17 00.3 -5= -4199/877, 6-12 3212, 8- 12-- 132716:26, 8-11 -1 4 , 1 -1 180 ••s ,, Dds�dn valid for With Wick connec Th m design is based on* upon pararnefen shown and 4 Par on h cx t ry of design pararnisfersond incegoshubn of co. ant h re sporisidWo, of buldrig . nor ftm desigm, Isach,; shown k to k0erd suppxt of ndhidod web merriben orgy, AddKonoi Wnpowy bmcing to kwe stability dwing conshm6on is the mesordbMty or the a esector, Addifiond pemxvw bracing of the overeW d b, k the r by of t6ta� , For Weee fo o , t'$ Wty C.'aC tW, 5 , d' 4a , c49rt4" # /t' t# . DS ^ f and Cb4. Sss teota Pnm to hslituto„ 781 N, Street, Su to 312. A xe VA 14. C3 tog 41 -W s 'A *CM *& Po'h*,d*sasurt aw%XW% We t ,tom 061001011ht At 5C co 14 4x10 SR We MI Su = 8XIOMISSHS = 3xs iE Ma rch 4,20'4 W23903= I wwall* #t LOADING (psf) i SPACING 2-0-0 Cal d DEFL in (1 00) um d j P PLA7 Gp X TCLL 0 Plates Increase 115 TC 017 Vlt(LL) -OA7 12-13 -393 ��V40 MT20 1691/23 TCOL 7,5 Lumber (naease 1�15 BC 083 Vert(TL) - 9.5012 -1 >228 180 MISSHS 1691123 BOLL 0,0 Rep Stress Incr YES VVEI oio Fforz(%) 045 9 01a n1a ScDL 7,5 code iRc2ooqrrpt2oo7 (1 x) Aftic -0,4612-13 423 360 Weight. 240 FT-O% LUMSER MACING TOP CHORD 2x8 OF 1950F I JE 'Exceve TOPChi SMXWr* wood sheaftrig directly applied, except end verficals, 7-10:24 SIB 165OF 1,6E BOTCHORD Rid ceiling dkedy sWied or 5-3-12 oc timcing, BOTCHORD 2x8 OF 1950E 1.78 - Exospr' WEBS I Row at midpt 8.12,1-16 1213: 2x10 OF 1950F 1.78 WES$ WW -ExoW Stud Mir ! 2x4 3 -51-13� 2x4 SPF 1650F I [be led dud �SE OTHERS 2x4 WVV Stud _ d REACMNS All beenngs 4-" except (#=tength) 9=0-3-8, (lb) - Max Horz 1 L 4) Max Uplift All uptift 100 lb or tess at joint(s) except 16=-473(LC 7),9-636(LC 7), 14-339(LC 13),15-16WLC 10) MaxCram ARnwxtons2SOtbottessstjoitt(s)16exCW16-2670(LC2), 9=1833(LC 2),14=1204(LC 14) FORCES (lb) - Max. Comp./Max. Ton, - All foices 260 (1b) or Ins except when shown, TOPCHORD 1-2=-2303f526,2-3-20351613,3.4-296f1836,4-5-3$WO10, "=-19271551, 6-8-24W480,8-9-3387/846,1-16=-22261491 BOTCHORD 15-16-73/281,14-15-731281,13-14=-691279,12-13-13411930,11-12-58112994, 9-11-68VM5 WES$ 2-13-336t$46,3-6=404W1021,6-12 8-11-129/340, 1-13--387/2090 1, WAMAG -VeWIdeogn pamauftn sad AEAD M)YrV,W MBAWIAO(VIM MTTK A7r4MY PAUF KrI 7473,rak 1/1 11014 WMIAt De4gh vo6d for we <** Mfrek corwectom Tft desDn k bmed onIV uPon POWATOten OwNm ond 6 fa an kidMd;sd buWg conVcnent. App desk.—. &—�v shown b t b " Mworrinavy of *W emclor, Addftbnd kkme Mq-Jhg f 4t*y c tvgdhv CompomvO k"yki a *Klev 7M Greenback Lam, $046 109 C#M P40ft, CA, 96510 015111)" " = 4 sXs = 5*1 4-7-13 5-04 5 ".1 1 1 1-44 16 15 14 womleslis 2X4 11 9x MISSHS March 4,2014 Witti 13) This a«.# large upUft reachon(s) from gravity Wad ca*s). Proper connecbm is required to secure in= against upward movenient at the beatin» mq designer must pmvMe for upfift readiom indcated. 14) Aft room diocked for U360 dellaction, LOADING (9 � SPACING 2.0.0 1 CS! DEpL in (for) UM Ud ( PLATES GRID TCLL 30,0 lotates Increase 1,15 TO 0,23 Vert(LL) -003 11 rVr 120 MT20 1681123 TOOL 7,5 Lumber Increase 1,15 SC 012 1 V (TL) 11 nJr 120 SCLL 0 0 * Rep Straw mor YES 008 � (TL) 0 10 nd8 nfe 13CDL 7.5 Code IRC20 12007 I ( x) M _ rv._. - '...__— _n.-_,- M —__,_ a "--'._ __..m,_.a. —,.___ ght 58 lb ....,. . — LUMB R BRACING --._,a _ _._., ---l.--- TOP CHORD 20 SPF 165OF 1.55 TOP CHORD RCS urn wood sliesthirst; duacffy appIled or r,4 puff" SCOT CHORD 20 SRF 1650E 1,58 SOT CHORD Rs`gid cialing directl applied or 10-0 -0 oc br adnq- OTHE IClSI 1 tT ends , Slsbst rs i8i b n { WEDGE Left: R' : 2:x4 Stud to deanr t e on sth bolt c [ be , Ilt REACTIONS All bearings 15"50-0. (kb) - Max 2- 108(LC 7) MaxUPfift All uplift 100 lb oriess atjoint(s) 16, 18, 14,12 except 2- 237(LC 6), 10- 261(LC 7),17- 138(LC 6), 13- 138(LC 7) MaXGrsv Aft reaction 250 lb, or less at jringe)15, 18.17, 1 , 14, 13, 12 except 2-332(L 1), 10 33 (LC 1) M E 29 +.» ltf�a�1x u 4e±��2) c1� ra7au it,�t� �14� , 3 t�511'�. 5` +75 L1C a `L4lai7 P,Rae� �tf"t ,r�f1 a� 1�"��"�3311 '1 fi3;11; for um onty with WJok connectors . Ttta de4gn to bourn only upon Pora"ters shrmn, and Is for can innividud bvk*V component. 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Permits presuming to give authority to violate or cancel the provisions of the building codes or other ordinances of the City shall not be valid. ROOF TRUSS LAYOUT SCALE 11/4 15 -0412 Work shall comply with the following codes: 2006 IRC, 2006 IECC & 2005 NEC. 0 0 0 0 v Provide truss manufacturer's profile drawings at time of frame inspection. Uplift connections and bearing shall comply with drawings. Rafters shall bear fully at heel cut and shall have one H2.5 clip per rafter at bearing point. All shingles shall be nailed with a minimum of 6 nails per shingles and mid roof inspection required on tile, concrete, or metal roofs. ice and water shield underlayment extending 2 feet inside exterior walls is required at the eaves. RQUtytU� /iv1v�ATiv� /a�- z. ea. ir? rr , `3 v1t 13 4 , IV J _ n. �A w a mg Q1 L-- r Y m N � � M M O O O p U w 0 Z 4) r0 CL C p _ M O D 0 OC M y L M M O N p� W In .4 to LU LU N N III � m O Q U a Q Q V \I r L-- r DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 8560 3/2/99 Property Owner: Property Address: 3610 JOHNSON ST Contractor License No. : 20173 Company: American Home Improvement Products Inc Phone: 420-5409 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 3033779833 Construction Value: Permit Fee: Plan Review Fee: Use Tax: 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 8!;!ree to abide by all conditions printed on this application, and that I assume full responsIbility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Total: (OWNER)(CONTRACTOR) SIGNED DATE Use: Description: Install vinyl soffit, facia and downspouts BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date : Approval: Expiration Date: Approval: $7,656.00 $153.25 $0.00 $114.84 $268.09 This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or aba!,doned for a .period of 120 days. . . . .. If this permit expIres, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or wIll be made In the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive wrltten approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions 0: t"~S or any other ordinance, law, rule or regulation. Z:7. / /l,,~ Chief Buildi~lnspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (1) (2) (3) (4) (5) (6) Nov-05-98 04:25P DEVREVFAX DEPARTMENT OF PLANNING AND DEVELOPMI: NT .' BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 303 235 2857 Building Permit Number: P.Ol Date : 3 - 1- '7 ? Property Owner: ~ tJ~ Property Address: 3~ / 0 '7~ 4 Contractor License No.: ~ 0 /16 companY:.~JI~ ~ Phone:303377??f33 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGRE EMENT C t t' V I I I ons ruc Ion a ue : 7 (:) S- b . ,.0 1 hereby certify that the setback distances proposed by this permit application are S( ;l,lrate. Permit Fee: and do not violate applicable ordinances, rutes or regulations of the City of Wheat H: 1ge or covenants. easements or restrictions of record; that all measurements shown, and a legations made are accurate; that I have read and a~ree to abide by all conditions printed on t lis application, and that I assume full responsIbilitY for compliance with the Wheat Ridy' Building Code (U.B,C.) and all other applicable W Ridge dinanees, r wol1t under this, lermit. DATE-/./J2- Use: Phone:303 '1~().~O'1 Use Tax: (OWNER)(CONTRACTOR) SIGNED Total: ;;U...?{.09 $0.00 Description: ~V' l 7-~ i b~uQ BUILDING DEPARTMENl USE ONLY ~], I ij 1,,>!!O)' illtUjljj. SIC: Sq. Ft. : Approval : Zoning: lmlRllIlmOQIIlIDIlmD Approval: . ~. r::' . ';\:i; ,~ltilllJ;W.~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Dale: Approval : (1) This permit W4lIslssued lr1 accordance with the provisions s.et fOlti in yoput appUcation ,!'ld Is subject to the 1aw1 of m. Slale of Colorado and to the Zoning Regulations and Building COde of WIleat R1d~e, ColOrado 0( any olhtt appl~ on:slt mees of the City. (2) This permit shaH expire ff (A) the work authonzed is not C()mmenced withln sixty (60) rj, 'is from 115:Je date or (8) !he building authorized i$ suspended Of abandoned fOf . period of 120 dars. . (3) If this pennit expiru. a new ~ may be IIcqulted for a fee of one-helf the an'lCllnt ftC'mafly required. provided no changes have been or will be made in the oriQinal ptlns and spedtk:atiol'ls and any suspension 01' abandonment has not exceetK j one (1) year, If changes are made or If suspenlion ot abandonment exceeds one (t) year. full tees shall be paid (or. new ~t. (~) No work of any manner shall be done U'lat will Change the naturalftow of water causjr~ -a drainage problem. (5) Centrad_or shall notify the Building Inspector twenty..four (2"') hours in advance for all II $peCtions and shan receive written approval 00 Inspection card before proeeedilng with sucx:esaive phases of the lob. (6} l'he issuance of a permit or t'le approval of drawings and specifications shan not be Ct Istrue(l to be a pennit for. nor an appfowl of,.ny vlolaUon ollhe provisions 01 the building codes or any other on:llnanc:e, law. rule or fetilUl3tion. Chief Building Inspector F lr Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CI'IEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRK R TO INSPECTION