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4500 Vance Street
From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Water Heater Replacement Permit Application Date: Monday, August 16, 2021 12:27:56 PM Water Heater Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WATER HEATERS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes replacement water heater like for like? PROPERTY INFORMATION Property Address 4500 Vance St. Property Owner Name Fred Gomez Property Owner Phone 303-564-2404 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address (Leave blank if not known) Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" tonya_steadfastplumbing@q.com CONTRACTOR INFORMATION Contractor Business Steadfast Plumbing Inc Name Contractor's License 110104 property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Kevin R Lasky Permit Email not displaying correctly? View it in your browser. 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) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK Number of gallons [918x1'➢z83is18% tonya.steadfastplumbing@gmail.com tonya.steadfastplumbing@gmail.com IN Is the water heater GAS GAS or ELECTRIC? If GAS, enter # of 40000 BTUs. If electric, enter n/a Where is the water crawlspace heater located (for example, basement, crawlspace, etc)? Project Value (contract 2296.45 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this City of Wheat Ridge Residential Roofing PERMIT - 201700881 PERMIT NO: 201700881 ISSUED: 05/25/2017 JOB ADDRESS: 4500 Vance ST EXPIRES: 05/25/2018 JOB DESCRIPTION: Replacing 42 squares of asphalt/comp shingles to Atlas Pinnacle Pristine desert shake shingles; Existing condition - damaged due to hail; proposed new condition complete shingle replacement of damaged material - 42 squares *** CONTACTS *** OWNER (303)425-5677 GOMEZ FRED C SUB (303)862-9841 David Kole 160113 Colorado Western Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,794.00 FEES Total Valuation 0.00 s Use Tax 194.29 ` _ Permit Fee 220.15 � ** TOTAL ** 414.44 i *** 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 k/2 -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 manufacturera€ms 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's 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. City of Wheat Ridge Residential Roofing PERMIT - 201700881 PERMIT NO: 201700881 ISSUED: 05/25/2017 JOB ADDRESS: 4500 Vance ST EXPIRES: 05/25/2018 JOB DESCRIPTION: Replacing 42 squares of asphalt/comp shingles to Atlas Pinnacle desert shake shingles; Existing condition - damaged due to hail; new condition complete shingle replacement of damaged material - Pristine proposed 42 squares 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 1 am the legal owner or have been authorized by the legal owner of the properly and am authorized to obtain this permit and perform the work described and approved in conjunction with this pennrt. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that al drk to be per�4I is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER r_'FCONTAACTOR�(Circle one) Tate � 1. This permit was issued, ba'sed-mrta-M—ro`rination 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. pennit 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 re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6 The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or_rulation,of t is jurisdiction. Approval of work is subject to field inspection. J�J_: 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 OPP eat `iV hd I O �t'EtI�^ ITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us OR OFFICE USE ONLY Date: r' )� / Plan/Permit #A -O) / 1 ��� f0 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �Jo�i V Ot�(1 `Q, ��_ W Y1�Q� O(W, Property Owner (please print):EuA �1 S)m-y_ Phone:�303 -- 41,13 C� + "loperty Owner Email: 11 Mailing Address: (if different than property address) Address: SOaYYIe- City State, Zip: Architect/Engineer: Architect/Engineer E-mail: Phone: Contractors City License #: Phone: i3O�) - 3 Oq - �o_ k%$ Contractor E-mail Address: kn ��, C, (-) Q VYN (;pm Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL A RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE [I ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE 0,COMMERCIAL ROOFING ❑ COMMERCIAL ADDITIONRESIDENTIAL ROOFING F]RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) 0,,�t0.ChVlq I -{'L %9\i t` ©�- fASPVAal}-. I CUM? Shi,nc�1�e S t -o V4" as -P r \h ct+✓1 e> Tyx%thne. , rti 1 i ►� e GW -e- TO h1061 Shi hg1e. � I��e.�•Q.r� Sq. Ft.lLF q"L.r Btu's Amps Squares S . 1�- nlS�6yl j cora_,; t! 0 r - aO- u,1,94 YAW Gordt,a�io� Gallons Other - CIO tN\.V k-4 � ma-��aA . Project Value: (Contract value or the cost of all materials and labor included in the entire project) $-- OWN ER/CO\TRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application: that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application. warrant the truthfulness of the information provided on the application. CIRCLE OA'E- (OW"VER) (CO.VTR.ACTOR) or L'THORIZED REPRESENT9TIV of (OWNER) O.VTRACTOR�i 1 Electronic Signature (first and last name):4-1A L[ DATE: DEPARTMENT USE ONLY ZONING COMMMENTS OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: q Reviewer: -/.�`L (,fJ �- Building Division Valuation: $ 1 4' "- -46ITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 13 Job Address: 0 o V A w c E S1 Permit Number: C) 4 !, f ❑ No one available for inspection: Time AM/PM Re -Inspection required: (S:) Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: S 1 Inspector: r DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r 0 F- Job Address: 5DQ Permit Number: 20 1-1 Dry bb ❑ No one available for inspection: Time -b- AM PM Re -Inspection required: Yes (DO When corrections have been made, call for re -inspection at 303 -234 - Date: I Inspector:_✓ DO NOT REMOVE THIS NOTICE f CITY OF WHEAT RIDGE Building Inspection Division (/ (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE M/1) Job Address: L1500 VA nc t' .57 Permit Number: 2 O I7 d 0 ?$j ❑ No one available for inspection: Time r AM Re -Inspection required: YeON *When corrections( have been made, call for spection at 303-234-5933 Date: t �� Inspector: DO NOT REMOVE THIS N TICS FOR OFFICE USE ONLY A l Date: City of COMMUNiTy DEVELOPMENT Plan/permit # o' C) Building & Inspection Services Division 7500 W. 29t'Ave., Wheat Fridge,`CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan R�vre�rr� Inspection Lire; 303-234-5933 Em il:ermjts ci. heatrid e.ce�. Building er it Application f Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Contractors for Clay License Phone. 0-1 2 ' Z. 9epe 191 ContractorE-mail Address: Sub Contractors: Electrical; Plumbing: Mechanical: W.R. City License # W.R. City License # WR City License Other City Licensed Sub. Other City Licensed Sub; City License # City License Complete all information on BOTH H sides of this tern t t t t rwir t r rtr 4 ... w t. • �" * r 9A t : • Ild t � � w • t •. i * iw r • t r � r' is t i.& - W- t f RSt#Sit MIK GSd VVW S64"iSWSty f 104 (, 5/p JAI M w ; tom" Sq, FUL.F Stu's Gallons Amps Squares Other FROM :HIGH PLRTEAU TRUSS ~ :@~~.A, ~~~~.~~r"k. FRX N0. :303 276 3928 Aug. 06 2004 07:33RM P2 MtTek Indua4ries, Inc. 818 Soundside Rd Edanton, NC 27932 Telephone 2521482-7000 Fax 2511482-7115 Re: 4black45 IiM BLACK The truss drawing(s) referenccd bcloNc have bcen prepared by MiTek Industries, Inc. under my d'uect supervision based on the purameters procidcd b~ High PI&teau TrusS. Pages or sheels covered bp this scal: R 13111949 tliru R13I11951 My license renewal date for thc stmc of ColorAdo is September 30, 2005. I 7~~5 PE:RM/r ~ qj~oe~ tlRN66 Sr August 3,2004 Anderson, Bob The seal on these drawings indicate acceptmue of professional engineering responsibility solely for Uie tcuss components sliown. Tlic suilabiGt~. and use oF this component for any parRCUlar building is die responsibility of the building dcsigner. per ANS1/I'PI-2002 Chapter 2. FROM :HIGH PLRTEAU TRUSS FRX N0. :303 278 3928 Rug. 06 2004 07:33AM P3 oh Trima IY ua etype y ly - ~ R13111999 ~ 1 40LACK45 FAN T 701 s Jlorel. ~ hPlateaU0.0.gs, nc.,~olde~~4o3B nt.nioroso ~~-sJUn0 e wmas, nc- e ug age -2-GO_"}- 49-11 84-13 , 1P.60 . '1643 3P25 - _ 23 0-0 , 27-~ F"-___'_ Y-0-0 4-&11 3-10-3 3163 5163 1163 4.&11 2~0 . . . . Soeb if 1147 .9 §1I Alll2o = 2.11 112 .IMIIM II i 5vn MIIA I 5 1b ]x/ MII20 4 MII20 _ 3 2 ~ . . - . 8 . P.. B M = tx10M120 = 1~ to . Ix10M140 5x13M1120 8x11MIR0 > o-o.o 67.13 . . . -Plato Cffsets : . , 9e___. _ . , LOADINO (psf) BPACIN6 20-0 7CLL 300 Pleleslncreese 1.15 TQDL T$ LUI}ICEf iMfP86P 1.1h BCLL C.0 Rep&treasinCf VES BCDL 7.5 Gotle IRC2000 LUI45ER ?OPCHORO 7%65PF1650Ft5E BOT CHORO 2 %4 SPF'I650F'I.6E WEBS 2X9NNJ5[W 7 g5 8-743 0-0-0 C91 DEFL in (IOC) Udefl PLA7H ORIF TC 0.82 Ven(LL) •0.48 11 >612 MII30 . 1891123 BC 0.81 V¢rt(TL) -0.79 10-11 >377 WB 0 .9P ~ Ho2(TL) 0.14 B n/a . tetLCLL Minikell=740 WeIgM1tB'IID BRACINO TOPCHORO SM1eatluder9-6-1oepurlin.. BOT CHORE) RIgIC oeiling dlmcqy epplled rn 5-10-2 ec brecirg. RFAC110N9 (Ib/9iZe) 8'1273103-8.2=1 273/a-3-e MaxHO¢ 2=64(IOadcase8) MvcUplHt 8=-4840oadcase6).2=-484(IOatlr,ase5) M1ieuorav e=1 544(10eacase3) ,2=15aa(inancase2) FORCE8 (lb) - Fimt Loatl Case Only TOP CHORD L2=8, 2-3=~4260, 3-4=-3782, d-5=3782, 5-6=-3782, 5.7=-3782, 7-8=-4260, B-9=8 BOTCHORD 2-11=4188,10-11=2873,8-10=4166 yyEB.~^ 4-11=-304, 8-00=-304,3-11=.453. 5-11=926, 5-'10=99B, 7-00=-053 NOTES 7) Wind. ASCE R98 per IRCZJ00, t00mph; h=25ft, 7CDL=4.51osq eCDL=4.5paf; occupancy cetegoryII; exposureC; enclocetl;MW FRS 8able eM zone. r,antilever left antl ngM exposed ; entl veNCel lefl entl rigM enposetl;Wmber DOL=1.33 plate grip WL=133 4) De¢ien Icao' ic baeotl on 30.0 pof opeoified roof cna+ iood. 3) Unbelencetl snow taads have been wnsideretl for this Aeeign. e) ?his truss has baen deeignetl fo! 1,00 times fldt roof loed of 30 D psl on avefhengs nomCOrourrent with other INeloatls. 5) Thb tiusa has Geen deslBnetl tor e 10.0 psf Eattom chortl irve loetl nonconcunent w0h any otM1er liue loe7a per Table 1607 .1 of IBC-00. E) One RT7 USP connectore rocomrnentletl to connec. Iruss tu peariny wnlls due ta upliR atjt(a) B end 2. LOqDCA86(S) Standartl 35944 5,2004 WqRNpA. V~~/y EMpnperm~u[en and RC1D NO'RS ON TMS AHD INCLUOB~ M46lt AVdRBACLlAOL bF'I}~886NN611/6 9nwltl1oo5eGlNWlIANtk Ak I M1cadPYOf[lesanpa ~ -~POp 4 !l Ilrt~tl 'q 11 s0eag 'B_li}sMv.n !bro I p9 ~ Y ti 0 I U mtr' ~ 1LLyJOtrpc YCna ~f~M 4/'fNIYNydIM '.1 . NMOIiM01p IUTC'M1JClIYn I .~:~1 r]Yifr'b F(NhM11pti.'1.'Ne -X~rdvp ficnpoa~ywn~o4 .lpB lelwry, t ~N51/irylOMIyGMM,Of~Nw11Gl11~WlFpCampmM MlrlermaXenovoiionkr WSSFnlei i . i-.... - M. NnpRle, FROM :HIGH PLRTEAU TRUSS FRX N0. :303 278 3928 Rug. 06 2004 07:34AM P4 Job Tmss ~ 7uss'7ype-- y ~ R13111~350 48LACK46 .T02 FAN ~2~ t Jati Relararroe H lateau~?~ac, Inc, o on,"~d~ 3-8ryanOoloroeo ~G~nJUn 9 e tr~is~ines, inc. ug . 6A'P~e~ Ma , d.00 5-842 9.10,14 14-0-0 161-2 22.Y~4 . .2&60 2-60 S9d2 4.1.2 4.1-34.1.7 9-18 5.8-02 &gN61:61A 2x8No.2SPFNAILED70 ONEFACEW/10dNAILS zM Tr @e" O.C. 2 ROVJS TO RAISE LEF7 SIDE U P 2" bBMll]0 c SxAMnzO o 3 1.ENMl12l II ~n d 0-0-0 W-0 - _ . . . . . e t614 B-7i T . _ . 9.'IOdd lete eL~[~b--3b~S 3=d]; [9025 Ed0e1 . _ . . LOADINO (Pst) ~ SPACINO 20-0 CBI ' DFL in UCell (bc) PlA1iE8 GRIP TGLL 30,0 Plate9lxreese 115 j TC 096 I Vort(LL) -0J5 9-71 >448 MI110 76G123 TCDL BCLL BCDI 7.5 0.0 75 Lumbar incleeae 1 15 BC 0,96 Rep9tre9olmr VEE ~ `NB 0.73 Cade IRC2000 . (MZn'u) _ . . . Vert(TL) -112 Horz(TL) 018 iet LC LL Min 1/Oafl = 941 7290 8 n/e 240 VJeIgM: 80Ib " LUMB6R . _ . . . . YRACINO . TOPCHORD 2X45PF-S2100F1.BE TOPCNORD Sheathetlof2-0-9aopUfllnB. 80T CHORD 2 X 4 SPFS 210CF 16E BOT CHORD Rigid celling dircctty applletl or 5-1dt ac bmcirg. WEBS ] X 4 WJJ 9tutl 'Evicept• 5-11 2 X 4 SPF 1650F 7.5E, 5-9 2 X 4 SPF 1650F I.SE REAC7fON8 (IbSize) 2=141410-3-8,8=924110-38 Waz Morz 2=75(ioad cese 7) MaxUdift 2m-531(IOetlcace5).9=330(10atlr.aseE) MexGmv 2=171 1(loatlcase2).8-1453(loadoase3~ FORCE! (Ib) -FlrelLOatlCaseOnly TOP CHORD 1.2=29, 4-3=-5588, 3-0=.4857. 4~5=-4861 5-13=4903, 6-7=-4896, 7-8=-5771 BOTCHORD 1-11=5466, 901-10=36G5 A V=55P9 WEBS 4-11=357,8-9=.35C,341=.705,511=1212 5-9-1321.79=-795 NOTES 1) Wind'. ASCE 7-98 per IR02000, 100mph; h=25ft. TWL=4.5psf, BCDL=45psfoocupancycategoy!I evpoaufe CI endosetl;AAWFRS pabla eM zone; cantllever lafl antl ri9M aupoeatl; and vaM1laal IeM1 crM n9M eapoeed;LUmber DOL=1.33 plete gnp DOL=1 33 2) Design load is beeetlan 30,0 Osf apecified roof anw, load 3) Unbalariced snow loetle have bcen consitleretl for Nis design . 47 Thls true5 has been tlCaigmtl for 1.OC Ymes flet roof load cf 30 q pef on overhaogs non-concunent wkh o1Mr live loeda. 5) This Irdss has been designed for a 10.0 ry:f botrom chartl iive load nonconcurrent wtth any olher Irve loetls par Teble 1607,1 0( IBC-00. 6) Two R77 USP connactora recommentletl Io connect truss t(D hearing walls tlue to upli/t al jt(a) 2, 7) oneRT7USPCOnnactors neoommentletltoconnecnrussmlxenngwallatluetoupliftatjqa)8. LOAD CA4E19) StantlarE ~ WARMIA.VaVfldMpnyMw~! tlPFAO TiFONT NO OMI!l~Mi11M2ifAO~Mlf1I 1VOlOF~C rxupnwlltllyuSeonlywAM1Mlek - Iv 11 I I-.: I d6fpO~IqlrtlWllallp9- 4pPYC~eryMan!in~. ~ .~a cY iu ~I.ignesprnriclissfr+d .P'c9h:'wn I:brbbraz\./~p0'IOIiM'tl I' Iv ~ .I~Yy~n]ly.Y Ad~tA'I'Cb+'61XY~~M tltlll'a, Fl~rryra<~lpcf I'a I} tlo 1 141u0!Y 11:01Q Nnnm! G 4ivcn~Ird9orapeASl'~rtM.e i," , 1; ANWIIIWMXyCtlNM.OtbMSM1<lI1WICIqCempemM . 1ClIMOI1nWOn OWik1hINFm. 1LN5PIntY1 1 3v0M112J = Ix10MIR0 I0MII30 1r91A1130 - Ix10Mf•PO v ~----BRACGINITIALDC02? 2.0-0 O.Q Aupust 5,2004 FROM :HIGH PLRTERU TRU55 FRX N0. :303 278 3928 Rug. 06 2004 07:34RM PS Job Truss 1 TrussType. ~Y JlM&.ACK ~ R13117951 ~END IFAN ~2 J _ Jo6RHerena . o _ane1_ HiBhPlaleauT ss, Inc. Goltlen, CO 8040 3 S.OW s Feb 62003 MiTek Intlustries, Inc Tnu Aup 0507 33'402004 7age 1 _2'0 0_r._' 7.1:~4 15 1......._ta.p.p..._+ 17S! ,_+29110-7_ ~ 3&0.0 ~ 2-0.0 9.1-14 3.5n 3.5.1 3-6-1 33-1 9-0-14 GM~•IMOA :.AOi-i i peMtl]0= NI MIE01 5 6YIIR6 r }y~N]011 \ \ ) O~~MII]o~ ~ heMIIM~ 4I0Mli30 'b1YIIM= .1v8M1]0% W0Mi .._u..i . . . I...... 10.8.13 PIa0eOfleetaXY), [10-10A,Etl~eLjY0.37Edpe~j8'0ti08EUgel (B_03_7, . LOADINO (pep SPACING 4 n-n csi TCLL 30.G Platec Increase 1 15 TC 070 TCGL 7.5 , Lumberlncreeee t15 . BC 0.96 &^,LL 0.0 1, Rep3tfesslncf NO VvP OAO 18;71 75 Cotle IRC2000 (Matrix) LIIMBER . TOPCHORD 2X89PF1850F15E BOT CHORD 2 X 6 6PF 1850F 1.5E NFcBS 2 X 4 W4V S[uC ^ExcepP 5•17 2 X 4 SPF 1650F 1.5E, 3-91 % 4 SPF ifi50F 15E 8-10.2 1041.16 OEPL in (IOC) Vdell ►LATlS ORIt Verl(Ly -0.65 9-11 >502 M1120 169/123 Vert(;L) .0.86 941 >340 Horz(Ty 0,14 8 Na 1st LC LL Min Iltletl = 240 WegM: 231 Ih BMCINO 70P CHORD Shaametl or9-1-1 1 oc purllns. BOTCHORD RlBidceilingtlireetlyapDlletlor10.o-0acbrecinp. REACTIOlS (IEr9¢e) 1=2460N-8.0, 8=2460,0-B-0 Mau Horz 1-97(loatl mse B) Max Uplift 1=d71(loatl ceee 5), 8=-772(load case 6) MeX Grev 1=2870(ked Ceae 2), 8=28700oatl c9se 3; FORCES (Ib)-FlratLOatlCaceOnly TOP CHORD 1-2=-11 502, 73=-9922, 3-0=-9853, 4-5=-9957, 56='994764=-9922, 7-8=-1502 BOTCHORD 1-11=11280,10-11=7888,310=7886.8-3=17780 WEBS 4.11=-677,6-9=.61],2-11=.154].5.11=2477 , 59=74]], 7-9=.1547 NOTEB 1) 2-ply filss to be connectetl NAetherwith 10tl Common(.'.48"x3") Nalle as follpws, TOp CtlOf49 COMCCt2A 96 }OIIOW91 2 X 6- 2 fOWS dt 0~0 .O oc. Bottom chortls conaedetl as follaus'. 2 % 62 raus 10 9-0 oc Webs wnnected aslollows: 2 X 4. 1 row at in9-0 oc 2) WInO: ASCE 7-98 per IRC2000; 100mph; h=25RTCDL=45ps!BCDL=4.5pst: accupency COtepory IIezpoeure C', endoeetl;MWFRS peble entl zone; centliever ieR and riyM exposetl , entl vertlcel lelt eod npM expoeetll W mber DOL=1.33 plMe prip DOL=133. 3) DesiBn laed i3 basetl an 30.0 psf specifietl root anow loatl. 4) UPbdIZPCPtl 6110W 102E5 hBVB beBp COOSk1Ef2tl fDr thie CIEFI[Jfl. 5) Thlahues has been tlesiBned for e 10.0 pst bodom chord jive loetl nonconcunent with anyother liee loads perTabla 1607.1 0! IBGW. 6) Two RT7 U8P connectors recommendttl ro connect trtiss tct oearing uuaue aue io uplm atIt(a) 1 antl 9. 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"QO W gB o O N~ o- ~m ~ rt T fD p' ^ o N o' 0 3 iOP CHORD COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77315 BUILDING INSPECTION LINE -(303-2545933) Date : 7/2/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: KATHLEEN & FRED GOMEZ Property Address : 4500 VANCE ST Phone : 425-5277 Contractor License No. : 20245 Company : Jim Black Construction, Inc Phone : 452-8710 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback dislances proposed by this permit applicalion are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat 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 wnditions pnnled on lhis application, and that I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.CJ and all other applicable haai Ridg rdina es, for work under ihis permit. ~ (OWNER)(CONTRACTOR) SIGNED DATEILI ~O Construction Value Permit Fee Plan Review Fee Use Tax Total Use Description : RESTORATION / REPAIR TO EXISTING STRUCTURE DUE TO SNOW BUILDING DEPARTMENT USE ONLY SIC : Zor}ing..Corninents:' Approval : Zoning : $uil6ing.00 ►rirllertts ° Approval : Rtiblfc Works-Gcmments; Approval : Occupancy: Walls Electrical License No : 21623 Company:Northern Electric Inc. Expiration Date : 2I28/2005 Approval : OKIKS $19,450.00 $417.70 $0.00 $233.40 $651.10 lpp. 00 '1 S Sq. Ft. : SCOPE STAMPED BY ENd1NEER, VERIFIED WIND/SNOW LOADS Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company: Company: Expiration Date : Expiration Date : Approval : Approval : (1) This permit was issuetl 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 W heat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permil shall expire if (A) the work authorized is nol wmmenced within sixty (60) days from issue date or (B) the builtlin9 authorizetl is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permil may be acquire0 for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeeetl one (1) yeac It changes are made or if suspension ar abandonment exceeds one (1) year, full tees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a drainage problem. (5) Conlractor shall notify the Building Inspedor lwenty-four (24) hours in advance for all inspectians and shall receive written approval on inspection caM before proceediing with successive phases o( the job. (e) The issuance ertnit or pprova Ftl~ wings antl specifcations shall not be construed to be a permit for, nor an approval o( any violalion o( the provisio uiV j codes or an~ eroTdlnance, law, rule or regulation. hief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: oF w"E"T ~ BUILDING INSPECTION LINE - 303-234-5933 Date: ~ o CITY OF WHEAT RIDGE ~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~°~~RA°° APPLICATION Property Owner: z PropertyAddress: ~j(X'j ub_VLCR ,~k • Phone: W3 ~}ab 6 /K 1 / Conhac[or License No.: Company:~'rY~ ~1 ~G(L lA~'`6E"r ~'X'7 d~'1 I I Y)c . Phone: 3~~3 4~ a Ss'~ l ~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules oi regulations of the City of W heat Ridge or covenants, easements or resVictions of record; Ihal 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 the Wheat Ridge Building Code (U.B.C) and all other applicable W heat Ridge Ordinances, for worl~ under this permit. (OWNERgW NTAACTOft): SIGNED DATE ' I_ I-D Construction Value:$ IQilSO•00 Permit Fee:$ Plan Review Fee:$ Use Tax'$ Total:$ (OWNER)(CONTRACTOR):PRINTED[ ] 1 rn ~✓I~4~[-- • ~S~°"`~• ° I nC . Description: 14) e Sfr-~-cc -~-fl 0 fo Sq.Ft.added DEPARTMENT USE ONLY COMMENTS: Approval: Zoning: G COMMENTS: Approval: W ORKS COMMENTS: Approval: iancv: Walls: Roof: Stories: Residential Units: Ft.: Electrical License No: Plumbing License No: Mechanical License No: Company: Nofoprh EjeCfr'G Company: ComPanY Expiration Date: Expiration Date: Expiration Date: Approval Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of Ihe State of Colorado and to the Zoning Regulations and Building Codes of W heat Ridge, Colorado or any olher applicable ordinances of the Ciry. (2) This permit shall ezpire if (A) the work authorized is not commenced within sixry (60) days from issue date or (B) the building authorized is suspended or abandoned for a penod oi 120 days. rovided no chan (3) If Ihis permit expires, a new permit may be acquired for a fee of one-half the amount normally required, p 9es have been or will be made in the original plans and specificadons and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or aban0ooment exceeds one (1) year, fuU tees shall be paid for a new pertnit. (4) No work of any manner shall be done lhat will change the nalural flow of water causinq a drainaqe problem. (5) Contractor shall nolify the Building Inspeclor lwenty-fwr (24) hours in advance for all inspections and shall receive wririen approval on inspecGon card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specificatlons shall not be construed to be a permit for, nor an . approval of, any violation ot the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Official MARTIN /MARTIN CON5LILTING ENGINEERS Snow-Load Damage Repairs 4500 Vance Street Wheat Ridge, Colorado Prepared for: Prepared by: Mr. Galen Blackburn Farmers Insurance Company 7535 E Hampden Avenue, Suite 200 Denver, CO 80231 Insured: Fred and Kathleen Gomez Claim No: 1004744670 Bruno Lutz, P.E. Martin / Martin Inc. Project No. 16915.S.01 May 14, 2004 51706 : s u. or . e'' `v ss , r 0 ~aN Alt I 1 2499 WEST COLFA% AVENUE . P.0.61% 1 51 500 . LAKEWOOD. COLORAOO 8021 5. 303.431 .fi 1 O❑ MARTI N / MARTI N 40*100 CONSULTING ENGINEER5 May 14, 2004 Mr. Ga1en Blackbum Farmers Insurance Company 7535 E Haiupden Avenue, Suite 200 Denver, CO 80231 RE: Location: Insured: Claim Number: Martin/Martin Project No: Dear Mr. Blackbum: 4500 Vance Street, Wheat Ridge, Colorado Fred and Kath[een Gomez 1004744670 1691 S. 5.01 As requested, I have investigated the residence located at 4500 Vance Street in Wheat Ridge, Colorado for the purpose of evaluating reported snow-load damage and recommending appropriate repairs. This report presents the findings and conclusions reached as a result of my investigation. Backaround: The subject residence is a single-story, wood-framed structure (Photo 1). For the purpose of this report, the front of the house is assumed to face west. A covered breezeway connects the house with a two-car garage. An addition has been constructed at the east end of the house (Photo 2). The walls of the residence appear to be of masonry construction. The roof consists of several different types of construction. The roof over the west portion of the house and the breezeway is framed with 2x6 roof rafter spaced at 24 inches with 2x4 and 2x6 ceiling joists spaced at 16 inches. The roof over the east poRion of the original house is vaulted and is framed with 2x8 rafters spaced at 16 inches. The roof over the garage is framed with bolted wood trusses. The roof framing over the addition, which is also vaulted, could not be directly observed and is of unknown construction. Observations and Recommendations: The owner has reported three problems as follows: Sagein¢ Roof Structure: Noticeable deflections have developed in the roof structure over the breezeway and west poRion of the house (Photos 3 and 4). The deflections are consistent with being caused by the Mazch 2003 snowstorm. Several stress-cracked rafters were observed (Photos 5 through 7). The damage appears to be limited to the 2x6 framed areas over the breezeway and west portion of the house. The roof areas framed with trusses or 2x8 rafters do not exhibit similar distress. Recommendations: The damaged portions of the roof over the west end of the house and the breezeway should be removed and replaced with wood trusses. A portion of the roof that frames into the interior masonry wall will have to be tramed with dimensional lumber. Please refer to the attached repair plans. Staining on Brick and Ceilin¢: Black stains have appeared on the ceiling of the living room near the ridge and the adjacent interior brick wall (Photo 8). The ceiling at this location extends up to the brick wall but is not sealed against die wall, leaving a small gap between the ceiling and brick wall. The drywail in this area was cut away to allow inspection (Photo 9). The backside of the drywall and the roof framing showed no indications of water damage (Photo 10). Air circulation within the rafter space is likely causing dust and insulation particles to blow ou[ [hrough the gap between the ceiling and brick wall, 12499 W[sr CoLFaz AveNUE . P.O.BOx 15150D . LnKEwooo. Co-oRAOO 90215 . 3D3.431 161 00 4500 Vance Street May 14, 2004 Page 2 resulting in the staining. The vaulted roof has soffit vents but no ridge vent. As air is drawn up through the soffit vents, it is being expelled through the gap into the interior of the house rather than through a ridge vent to the exterior of the house. Recommendation: The gap between the drywall and brick wall should be sealed to prevent air infiltration from the attic. Deflected Roof Sheathin¢ Over Addition: The roof sheathing over the addition has deflected significantly in locations (Photo 11). This type of deflection is consistent with being caused by long-term deterioration of the sheathing. The deterioration is likely the result of inadequate roof ventilation. The addition houses a hot tub. Excessive humidity created by the hot tub may have contributed to the deterioration of the sheathing. Although the hot tub has reportedly not been in use recently, past use of the hot tub may have resulted in elevated moisture levels within the rafter space and condensation on the widerside of the sheathing. While not Yhe cause of the damage, snow loads on the deteriorated sheathing likely contributed to the noted deflection. Recommendation: Deteriorated roof sheathing s6ould be removed and replaced. To prevent further deterioration of the roof sheathing, installation oF adequate sof'fit and ridge vents in the roof over the addition are recommended. Limitations: My investigation was limited to the damage to the structure resulting from snow loading as noted above. This report is based on conditions of structural elements that were readily observable at the time of investigation. No invasive testing or inspecrions were performed. Martin/Martin does not accept responsibility for hidden structural deficiencies not evident during an investigation of this type. I appreciate this opportuniry to be of service. Please call if you have any questions regarding this report or if I may be of further assistance. Respectfiilly Submitted, Martin/Martin, Inc. a`~``O~PO'FJl11t/,y• ,~•p ta • . a'~l~ylbJ, O~ , +0.eo.. ~`4~"OF! i. _ ~.1.. Bruno Lutz, P.E. Associate, Investigative Engineering BL:kw Attachments G.NRO18CT5\16915 01\Wp\16915_Ul reportdoc 4500 i'anee Stree€ Snow I.oasl Investaulat€€sn Mky 14, 2004 ~ _ ~ Phota 1 Ph€rto 2 Martenr'Maa-Ren, Irae. Projec€ "Vo_ 16915;.S_01 4iEi6 `e`asac€ Street Snow Load Isavestigat€€,as TFIay 14.; 2$$04 Photo 3 PItesY~ 4 Maa°tn€a!MarEi et. I sae. Ibrogect Nsr. 16415.S.01 , . .x,. ~ v 4500 Vance Scree€ Sazaw Laad Investig;steag Maa I4< 2004 I'h€stss 5 , Ui ~ ~ ~ ~ ~ ~ ~ ~a ~ a ~ ~ 00 ~a ~ p ~ ~ ~ ~ ~ 4 ~ ~ ~ M+ ~ 47810 ~ane e SYe°ee8 snaw Loa€3 ls€res-€agat$can -May 14, 2064 -marfinlMartip. laac. Prctject N'tt. 46915.S.641 ~ ~w ~ ~ ~ 24 ~ `r 7'r ~ti i~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -4 a ~ ~ >3 ~ ~ ~ce~~ rtipn 1. ALL CONSTRUCTION SHALI CONFORM TO THE UNIFORM BUILDING CODE (UBC) 1997 EDITION AND APPLICABLE LOCAL CODES AND ORDINANCES. 2. LIVE LOADS USEO IN DESIGN: A. ROOF LIVE LOAD. . . . . . . . . . . . . . . . . 30 PSF ROOF DEAD LOAD. . . . . . . . . . . . 15 PSF B. WIND PRESSURE PER 118C 7997 REFERENCE WIND VELOCITY . . . . . . . . . . . . 90 MPH E%POSl1RE CLASSIFICATION . . . . . . . . . . . . B IMPORTANCE FACTOR, I . . . . . . . . . . . . . . 1.0 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE BEFORE COMMENCINC CONSTRUCTION AND NOTIFY THE ENGINEER OF ALL DISCOVERIES HE BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE µORK PRIOR TO PROCEEDING WITH THE WORK. 4. ENG WEER'S APPROVAL SHALL BE SECURED FOR ALL SUBSLITUTIONS. 5. ORAWINGS SHALL N0T BE SCALED. 6. BOXED NOTES INDICATE TYPICAL NOTES. 7. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICAiE iHE AIETH00 OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASUftES NECESSARV TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLl1DE, BUT NOT 8E LIMITED T0, BRACING ANO SHORING FOR CONSTRUCTION LOADS AND WORKER SAFETY REQUIREMENTS. OBSERVATION VISITS TO THE SITE BY THE STRl1CTURAI. ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 8. ENGINEER SHALL BE CONTACTED TO OBSERVE COMPIETED LONSTRl1CTI0N AFTER STRUCTURAL ELEA/ENTS ANO CONNECTIONS ARE IN PLACE ANO BEFORE FINISHES ARE APPLIED. STRUCTURAL WOOD FRAMINC - GENERAL 1. EXCEPT WHEftE NO7ED OTHERWISE, ALL 2' NOMINAL LUMBER SHALL BE HEM-FIR N0. 2 OR BETTER. ALL SOLID TIMBER 9EAM5 AND POSTS SHALL BE HEM-FIR N0. 1 OR BETTER. 2. ALL HEADER LINTELS AND BEAMS SHAIL BE (2)2X10 HEM-FIR g2 OR BETTER UNLESS OTHERWISE NOTED. MULTIPLE MEMBERS SHALL BE GLUED AND NAILED TOGETHER WITH tOd O16' O.C. FOR (2) MEM8ER5 AND 16d 016" O.C. FOR (3) MEMBERS - UNLESS OTHERWISE NOTED. 3. PROVIDE (2) 2X4'S OR (2) 2X6'S AIINIMUM AT EACH END OF BEAMS ANO HEADERS UNLESS NOiEO OiHERWISE. 4. LAMINATED VENEER LUMBER (LVL) SHALL HAVE iHE fOLLOWING lAINIMUM ALLOWA9LE STRESSES: FLEXURAL STRESS = 2600 PSI, Ml1DULUS OF ELASTICITY = 1.9X10(6) PSI, HORIZONTAL SHEAR PERPENDICULAR TO CLUE LINE = 285 P51. 5. TJI JOISi DESIGNATIONS ARE THOSE M4NUFACTURED BY TRUS JOISTS MacMILLAN ANO SHALL BE INSTALLEO IN ACCORDANCE WITH THEIR RECOINAENDATIONS. THE MANUFACTURER SHALL PROVIDE WEB STIFFENERS, END BLOCKING AND ERECTION BRACING AS REOUIRED. 6. METAL FRAMING CONNECTOR DESIGNATIONS ARE THOSE MANl1FACTt1RED BY SIIAPSON STRONG-ilE COMPANY AND SHALL BE INSTALLED IN ACCORDANCE WITH THEIR RECOMMENDATIONS i0 OEVELOP iHE RATED CAPACITY. 7. OPENINGS, POCKETS, ETC., SHALL NOT BE PLACED IN BEAMS, JOISiS, RAFTERS, STUDS, POSTS, COLUMNS, TIM6ER5 AND OTHER STRUCTURAL MEMBERS UNlE55 SPECIFICALLY DETAILED ON THE STRUCiURAL ORAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. 8. W00D STRUCTURAL PANELS SHALL CONFORM TO APA DESIGN SPECIFICATIONS PDS, LATEST EDITION ANO SHALL BE CONTINUOUS OVER THREE ADJACENT SPANS MINIMUM. 9. CONTINUE ALL POINT LOADS CONTINUOUS TO FOUNDATION. 10. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON NAILS WIiH SIZES SHWM ON iHE DRAWINGS. UNLESS NOTES OTHERWISE, ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE 23-II-B-1 OF THE UBC. STROCTURAL WOOD FRAMINC - ROOF 1. AIETAL PLATE CONNECTED WOOD TRUSSES SHALL BE DESIGNED BY A COLORADO REGISTED ENGINEER. 2. ATTACH EACH ROOF TRUSS OR RAFTER TO SUPPORTING WALL WITN fRAMING ANCHOR. FRAMING ANLHOR SHALL ENGAGE BOTH TOP PLATES. 3. ROOF SHEATHING A. ROOF SHEATHING SHALL BE 5/8° COX APA SPAN RATED, EXP I SHEATHINC. B. SECURE SHEATHING TO FRAMING WITH Bd COAW0N NAILS AT 6" O.C. AT PANEL EDGES AND 12' O.C. IN FIELD. 4. PROVIDE 2X4 BLOCKINC AROUND ALL OPENINCS IN THE ROOF AND NAIL ALL ROOF DECK TO BLOCKING WITH 9D NAILS SPACEO AT 4" OC. 4500 VANCE MARTIN / MARTIN o«eu~. o c vccne r r ry ~ TITLE- SHEET NO, . GENERAL NOTES S1.0 PROJECT NUMBER 16915.S.01 DATE- 05-14-04 c I r c c ' y s ~ a a ~ ~ c i / s ~ i (E) CHIMNEY - (E) MASONRY c WALL I ~ i i (N) 2x8 @16" OC (N) PRE ENGINEERED WOOD TRUSSES @24" OC PROVIDE _ I FIRST COMMON ~ TRUSS WITH 2x6 TOP CHORD 2x6 OUTLOOKS ~ @24" OC ' I.OWER (E) MASONRY WALL TO ALLOW ROOM FOR OUTLOOKS ' (N) 2x8 016 OC 3 1/8x10 1/2 24F-1.8E G~ULAM BEAM ~ (N) PRE ENGINEERED WOOD TRUSSES @24" OC -I------- _ ~ ~ - - , \ . - I i 2x6 @24" OC OVER FRAMING I 3 7/Sx10 1/2 24F-1.8E 53.1 GLULAM BEAM ~ _7 II : - ~ 4500 VANCE /~~.:..MARTIN / MARTIN ~e~vwo e~~wane TITLE, SHEET NO~ , :-.a.o---• PARTIAL ROOF PLAN S2.0 PROJECT NUMBER 16915.S.01 DATEOS-14-04 C C G C J V ~r ~r ~T V \ ~ I'- if P C ~ ~T ~ ~ ~ ~ ~ i ~ ~ ~ a SIMPSON LSSU:° JOIST HANGER (E) MASONRY ""DGE BOARD RAFTER - RE: PLAN 4500 VANCE M ARu 'N / M AR gi e TITLE- SHEET NO- ~ ~ ~ " ROOF FRAMING DETAIL S3.0 PROJECT NUMBER 16915.5.01 DATE, 05-14-04 C t C C n ~ ~ ~ ~ ~ ~ ~ ~ s L ~ ti ~ ;r ~ ~ ~ i 2x PRESSURE TREATED PLATE W/ 1/2"4x 10L A307 BOLTS @4'-0 OC SIMPSON LUS26 2x6 SOLID BLOCKING HANGER <SIMPSON H3 TIE 2x6 OUTLOOKS ~REBUILD TOP @24" OC PORTION OF WALL FOR OUTLOOKS (N) ROOF (E) MASONRY TRUSS W/ 2x6 ' WALL TOP CHORD . 4'-0° FV ~ 4'-0° (MAX) 4500 VANCE i : MARTIN / MARTIN TITLE- SHEET NO- ~'c„o N:Eae .o, ROOF FRAMING DETAIL S3.1 PROJECT NUMBER 16915.S.01 DATE- 05-14-04 Jim Black Construction 12279 Pennsylvania St. Thomton, CO. 80241 (303)452-8710 I Type of Estimate: I V✓eight of Ice & Snow I Client I Fred & Kathleen Gomez Home: (303) 425-5277 I I I Property: 4500 Vance St. I ~ Wheatridge, CO 80033 I Operator. i LMYERS I Estimator. Larry C. Myers Business: (303) 452-8710 I I Business: 12279 Pennsylvania St. I I ~ ~ Thornton, CO 80241 Date Entered: 05/21/04 ~ ~ Price List CODE2S3B Restoration/Service/Remodel with Service Chazges Factored In I Estimate: GOMEZ File Number: 1004744670 I A e ~ The following estimate is based on the engineer report Dated 5-27-04. The estimate is based on leaving the existing ceilings in place, and perform ing all of the repairs from above. Some interior repairs may be required due ro the heavy repair work on the roof stmcmre. Jim Black Construction Inc. 12279 Pennsylvania St. Thomton, CO. 80241 (303)452-8710 GOMEZ , r r1 F r14'6"t14'8', Room: Roofl Main Level 1,243.56 Surface Area 9534 Total Perime[er Length 0.00 Total Hip Length 621.66 Area of Face 2 12.44 Number of Squazes 47.36 Total Ridge Length 621.90 Area of Face 1 R&R Truss - 4/12 slope TR: 232.00 LF R&R 2" x 6" Iwnber (1 BF per L.F) 132 132.00 LF R&R 2" x 4" lumber (667 BF per LF) 48 48.00 LF Carpenter - General Framer - per hour 8 8.00 HR The above material and labor aze to overframe the main roof. R&R Sheathing - plywood - 5/8" CDX 16*32 512.00 SF Roofmg felt - 301b. 32*31/100 9.92 SQ Laminated - 30 yr. - comp. shingle rfg. - w/out felt GRFW: 11.00 SQ Ridge vent cap - composition shingles 38 38.00 LF Gutter / downspout - Detach & reset 64 64.00 LF R&R Fascia - 1" x 6" #1 pine 28 28.00 LF R&R Soffit - wood 25"12 300.00 SF Prune & paint exterior soffit - wood 300 300.00 SF Remove Laminated - 30 yr. - comp. shingle rfg. - w/out felt 28 28.00 SQ NOTES: ~ s.. T a, m ~1 zza- Room: Roof2 1,608.04 Surface Area 148.49 Total Perimeter Length 0.00 Total Hip Length 684.80 Area of Face 2 16.08 Number of Squazes 55.42 Total Ridge Length 92324 Area of Face 1 R&R Truss - 4/12 slope TR: 527.00 LF R&R 2" x 6" lumber (1 BF per LF) 128 128.00 LF Cazpenter - General Framer - per hour 12 12.00 HR The above 2x6 material and labor is to build up the wall plate and provide blocking - per the engineer report Detail - 53.0 GOMEZ 07/01/2004 Page: 2 Jim Black Construction Inc. 12279 Pennsylvania St. Thomton, CO. 80241 (303)452-8710 CONTINUED - Roofl R&R 2" x 8" lumber - treated (133 BF per LF) 31 31.00 LF R&R 2" x 6" lumber (1 BF per LF) 16*8+31 159.00 LF Meta.l framing connectors - per engineer report 1 1.00 EA Carpenter - General Framer - per hour 16 16.00 HR The above materials and labor are to create the 4' overhang on the West Elevation - per the engineer report Detail - 53.1 ( The masonry wall may need to be modified to allow the lookouts ro extend over the top of the wall, the masonry work is not included in this bid ) R&R 2" x 10" lumber (1.67 BF per LF) 12*32 384.00 I.F R&R 2" x 4" lumber (.667 BF per LF) 46 46.00 LF Carpenter - General Framer - per hour 2 2.00 HR The above materials and labor are to sister the existing rafters with a 2x10 to match [he new huss height. The two hours of labor are to cut [he 2x4's on a bevel and anchor them to [he masonry wall, the labor to install the 2x10's is included in the unit cost. Detail - 53.2 Beam - microlam - 1 3/4" x 16" 24 24.00 LF R&R Sheathing - plywood - 5/8" CDX 55,5*33 Roofing Felt - 30 lb. 1833 Laminated - 30 yr. - comp. shingle rFg. - w/out felt GRFW: Ridge vent cap - composition shingles 55,5 R&R Chimney flashing - lazge (32" x 60") 1 Gutter / downspout - Detach & rese[ 55,5+23+4 R&R Fascia - 1° x 6" #1 pine 82.42 R&R T& G wood soffit - v-joint 22*4+4*4+55,5*2 Prime & paint exterior soffit - wood 214.83 Prime & paint exterior fascia - wood, 4"- 6" wide 82.42 R&R Trim board - 1" x 8" - installed (pine) 55,5+22+4 Elech'ician - per hour 12 The above electrical charge is to terntinate the romex that runs along the rafrers and rewire once the repairs are complete. R&R Flashing - pipe jack 3 Heat, vent, & air conditioning repair - Minimum charge 1 NOTES: 1,828.75 SF 1833 SQ 19.00 SQ 55.42 LF 1.00 EA 82.42 LF 82.42 LF 214.83 SF 214.83 SF 82.42 LF 81.42 LF 12.00 HR 3.00 EA 1.00 EA GOMEZ 07/01/2004 Page: 3 Jim Black Construction Inc. 12279 Pennsylvania St. Thomton, CO. 80241 (303)452-8710 o j woom~ P ~ Room: General Conditions LxWxH 1'0" x 1'0" x 1'0" 4.00 SF Walls 5.00 SF Walls & Ceiling 0.11 SY Flooring 1.00 SF Long Wall 4.00 LF CeiL Perimeter 1.00 SF Ceiling 1.00 SF Floor 4.00 LF Floor Perimeter 1.00 SF Short Wall Dumpster load - Approx. 30 yazds, 5 tons of debris 2 2.00 EA General Demolition - per hour 48 48.00 HR The above demolition labor is to have two laborers on the ground carting debns from the house to the dwnpster For 3 days. Temporary weatherprooSng (Bid item) 1 1.00 EA The above fee includes 3 men to temporariliy cover the roof at night and to remove the cover in the moming, 1 hour in the moming, 1 hour in the evening, for 5 days. (price includes 21azge tarps to cover [he roof uea) NOTES: 4.00 SF Walls 1.00 SF Floor 1.00 SF Long Wall 0.00 Floor Area 0.00 Ex[erior Wall Area 2,851.60 Surface Area 102.78 Total Ridge Length 1,306.45 Area of Face 2 GOMEZ 1.00 SF Ceiling 0.11 SY Flooring 1.00 SF Short Wall 0.00 Total Area 0.00 Exterior Perimeter of Walls 28.52 Number of Squares 0.00 Total Hip Length 5.00 SF Walls & Ceiling 4.00 LF Floor Perimeter 4.00 LF CeiL Perimeter 0.00 In[erior Wall Area 243.83 Total Perime[er Length 1,545.14 Area of Face 1 07/01/2004 Page: 4 DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WE5729thAVENUE BUfLDING INSPECTION DIVISION PERMIT NO.MP94#3986 234-5933 P.O.BOX638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WMEN 5IGNED BY TME CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS CONTRACTOR FOR OWNER . ADDRESS -z ADDRESS Z~c / 2 c' ~ PHONE 2- i ' S'~ 7"7. ZIP CODE CITY ZIP CODE CONTRACT PRICE $ y~ I PHONE 1S 3 S~' G9~` d~I _ LICENSE NO. DATE i'~/ 1. TvPE Ground❑ Woil❑ Proieotinp❑ Otnsr SaDFOae 2. MATERIAL Tolol Spu ore F"t SIGNS 3. ILLUMINATION Yu❑ No❑ Typs Elecf. Pormit No. 4 SET BACK FROM PROPERTY LINE N (Spacify which ia froni) _ ❑ 5_ E ❑ _ VY ❑ ❑ Zons_ ApDrovad,Zme Inspeetor DisoODrovsd I. TYPE Solid[:] Mors Thon 80% ODSn❑ Le.s Thon 80% Open MATERIAL Heipht FENCES 3. SET BA,CK FROM PROPERTY LINE N (Specity which is front) _ Q S_ E ❑ _ W ❑ ❑ Zons_ AppraW,ZoneImpeeta DiaoDMOVed I. 2 OTHER 3. DRAW SNETCH OR SHOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTURE,GIVINu DISTANCES FROM PROPERTV LINES. (SETBACKS OR PROJECTIONS INCLUDED) ~ SPECIFY NORTM I STREET NAME SHOW DISTANCES FROM TFff MAIN BUILDING TQADJOINING HOUSES, STREETS,AND PROPERTY LINES; ON IRREGUTAR lATS, SNOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFOAM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT STATE LICENSE N0. //~3 K MECHANICAL PERMIT ALUMINUMWIREUNOERSIZEBILIEGAL FLOOR BSM IST 2N0 3RD 4TH NO FUEL+CirGedNGoidlRppoir E Sdp N0. WATER CIASET FORCED AIR - BTU TEMPORARY METER WASH BOWL MOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONINCa-BTU LIGHTIN6 SINK OTHER HEATING GARBAGE DISV REFFIGERATION SVSTEM POWER SUB-CIFCUITS WATER HEATER Refri sronl Grou UTILITY(RANGE,DISPOSER,ETC.) AUTO. WASHER PouMt CMr a FIXTURES DISH WASHER AUTOMATIC SPRINNIER SYSTEM WIRW6 MOTORS 9 CONTROLS FLOOR DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS d RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I MP TOTAL FI%TURES REMARNS Z~~ I hereby ocknowledpe that ihis applico- ti0n n COnetf and undersfond ihat I connor starr tnis vrojecr until ihie apvli- eofion is opproved. I shall comply with fha lowa oi Ihe Stote ol Colorado ond to fhe Zoninp ReQulations ontl 8uildinq Code ofthe City of Wneai RidQe. Any violofion of the above terma will couse immediate revotafi0n of tnis Dermil / v nt 3i0n PERMIT FEE USE TAX f , a' i ivY j TOTAL FEE n $ IS APPROVEO ( /~`,~J. DISAPPROVED~/_.. Lf/'-~ CHIEF BUILDING In6PECTOR,City of Wheat Ridqe Date Issued !~4' L2 4 S' NOT VALIO UNLESS = CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS