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Home My WebLink About6785 W. 45th AvenueFrom: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: PERMIT APPLICATION Solar PV Installation Date: Tuesday, May 31, 2022 5:29:56 PM CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious activities to the IT Division. PERMIT APPLICATION Solar PV Installation This application is exclusively for Solar PV Installations YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM 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 Yes Solar PV Installation? PROPERTY INFORMATION Property Address 6785 W 45th Ave Property Owner Name Santorno Property Owner Phone 303-421-5867 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email tsk11@comcast.net Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business Small Town Solar Name Wheat Ridge 210440 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 719-900-6999 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email permitting@smalltownsolar.com Address Retype Contractor permitting@smalltownsolar.com Email Address DESCRIPTION OF WORK Scope of Work 15.4kw roof mount solar KW 15.4 # of Panels 39 Location of Panels House roof Structural required Yes Upload engineer letter Terry Santorno Letter pdf or pages on 8 1/2" x 11" only Solar Installation Plan Santorno plans SS. pdf Set on 11 "x17" only. Project Value (contract 18000 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Kristi Gettler Pe rm it 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. Certificate Of Occupancy Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201401545 Issued: 12/19/2014 Stipulations: 30 x 26 Detached Garag4l 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. Owner: SANTORNO TERRY CARL 6785 W 45TH AVE WHEAT RIDGE CO 80033-3707 Contractor: For the Following Purpose: Res. Garage/Carport Code Editions NO change shall be made in the USE of — 2012 ICC/2014 NEC this building without prior notice — 2006 ICC/2011 NEC and a new Certificate Of Occupancy — 2006 ICC/20051 NEC from the City of Wheat Ridge. Other I I 1411L I ef Bu. ng llfr�Etor Zo4i-ng-Administrator CE TIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES Permit#:201401545 Issued: 12/19/2014 Stipulations: 30 x 26 Detached Garage. 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. Owner: SANTORNO TERRY CARL 6785 W 45TH AVE WHEAT RIDGE CO 80033-3707 Contractor: For the Following Purpose: Res. Garage/Carport Code itions 12 ICC/2014 2 00 � Illll 006ICC/2011 200• ICC/2005 Other NO change shall ♦ made in the USE of NEC this building without prior notice NEC and a new Certate Of Completion NEC from the City ♦ Wheat Ridge. ng Inspector Zoning an strst�r 01610 1:8 aff MAT MOIKS11 I suall W I* '� A 41 V City of Wh6atp, d CommuNiTy DEW LOPMENT N . as k Property Owner (please print) Z To e'.1110 Z) Phone: Property Owner Email: r.YL z i Address Ci!y, State, Zip: Architect/Engineer E-mail: Contractor: iip � A e.'e Sub Contractors*. Electrical: Plurnbing: 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 sides of this form :unl materials t$b used, etc.) ». g: • : ., .F :z ... .. Ku's . ...: Gallons .. . .. . . . :p .. .. .. Sg22 .... . Other MiTek* MiTek USA, Inc. R'R Greenback Lane suite 109 based on the parameters provided by Noble Truss-Colorado, Pages or sbeets covered by this sea]: R42896719 thru R42896720 My license renewal date for the state of Colorado is October 31, 20,15. Lumber design values are in accordance with ANSI/' P1 I section 6.3 These truss designs rely on lumber values established by others. 01 September 25,2014 Hernandez, Marcos truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TP1 1. AM k k r ams t t ru" t ype j jQty jPfy 6785 W Oft Ave 141459 A A. 6 6 �WE 1 1 1670 W, 45th xl$l i9ti-Fiftmo-i hiBbt@'f 84155 ,,. x REM I I LOADING (PS4 TOLL 40,0 SPACING- 2-0-0 CSL DEFL. in (Ific} Well Ud PLATE$ GRIP (Roof snow -40,O) Rates Increase 1,15 TC 0.84 Ved(LL) -0,56 11 >639 240 MT20 1971144 TCOL 100 # Lumber Increase IAS BC 0.77 Vert(TL) -1,00 10-11 >358 180 MT20HS 1481108 BCLL 0,0 Rep Stress Inct YES WS 0,77 Horz(TL) 0,22 8 rda nut Code ISC2012/TP12007 (Matnx) Wefqbt' 101 to FT - 10% ....... .. . LUMBER- SRACWO- TOPCHORD 2X4 SPF 1668F 1,5E TOPCHORD Structural wood sheathing directlY applied or 2-1-8 oc puffins, BOTCHORD 2x4 SPF 21Q F I .SE BOTCHORD Rigid ossfng directly applied or 5-6.0 oc bracing, VVESS 2W SPF No2 — ---------- . . .............. . . ..... ... MiTek recommends that Stabilizers and required cron bracing bar a during truss erection, in accordavott wft h Stabilizer REACTIONS. (lb/size) 2=1897/0-3-8 {train. 0-2-7),8-189710-3-8 (rnim 0-2-7) Max Herz 2=62(LC 13) Max Upfi9t 2=-669(LC 14). 8-669(LC 14) FORCES, (1b) - hoax. CompJMax, Ten, - Alf forces 250 (to) or to except when shown, TOP CHORD 2-13-580412232,3-13=-5706/2240,3.14--520711962,14-16-516011973, 4-15-6090/1974,4-5-3706/1501,5-6-370611501,6-16-SM/1974, 16-17-615011973, 7-17-520711961, 7-1 8-5706/2240, 8-18-6804/2232 BOT CHORD 2-12-208W5551, 11-12-- 1694/4688,10-11-170514688,8-10 WEBS 6-11 =--46311337, 6-11-15201668, 6-10--1361658, 7-10-701/412, 4-11-16201568, 4-12-1351668, 3-12-701/411 sign v0fid for use or* Wth Wek comectom This desert's k based only upon purrorrvetem shoom, and 's for on lnd t bulding ccrnVorrent, pfi•atsmty of design pononefers and pr fion of cvmponent is reWronsbffly of bukting desow • not tmw desigrw- Bracing otawn X Id SUPPOi Of hdivk*jd web memben orgy. Addiffond texeemary brodnq to Loom stoWAty dudngcomiruction is the respordtAty of the e:tv. Adcfiflom petmonent ksatc4V of the overall stn, chne 4 the respons"ty of The bL"ng de rpr, For gerreral giAdonce regarding Welk' A1-01100 WOW contraL storoge, d*Wwy, erecfian and twochg. c H AUSUIP11 Quouty cAterim DS449 ond SCSI 4UkWW Component 'T"? em"bWA tAm" suft 109 elY information ovolab* fvom Tniss Note ftiffute, 781 R Lee Street, Suft 312, AksxandTia, VA 22314, Unts Heights, CA, SM10 Wthorn Pin *ISPI tumbo, a* wwWkpd, the d*%rm vs : r A** vh,*&* ~.Vve "10112023 bvA11C am 400 = 11 400 3x4 00 MT20HS 3X4 5 0000�� sign v0fid for use or* Wth Wek comectom This desert's k based only upon purrorrvetem shoom, and 's for on lnd t bulding ccrnVorrent, pfi•atsmty of design pononefers and pr fion of cvmponent is reWronsbffly of bukting desow • not tmw desigrw- Bracing otawn X Id SUPPOi Of hdivk*jd web memben orgy. Addiffond texeemary brodnq to Loom stoWAty dudngcomiruction is the respordtAty of the e:tv. Adcfiflom petmonent ksatc4V of the overall stn, chne 4 the respons"ty of The bL"ng de rpr, For gerreral giAdonce regarding Welk' A1-01100 WOW contraL storoge, d*Wwy, erecfian and twochg. c H AUSUIP11 Quouty cAterim DS449 ond SCSI 4UkWW Component 'T"? em"bWA tAm" suft 109 elY information ovolab* fvom Tniss Note ftiffute, 781 R Lee Street, Suft 312, AksxandTia, VA 22314, Unts Heights, CA, SM10 Wthorn Pin *ISPI tumbo, a* wwWkpd, the d*%rm vs : r A** vh,*&* ~.Vve "10112023 bvA11C am 400 = 11 400 3x4 00 MT20HS 3X4 5 0000�� 1 MIMI Um NO TES- LOADING (pit) SPACING- 2 � »C} CSt D FL TCLL 40 0 in (for,) Well tJd S GRIP Plates Increase 1.15 TC 0.30 ilart(LL) ( Roof 410 0.01 15 n!r 120 ta4T20 1971144 Lumber Incre 1.15 BC 013 Vert(TL) Rep St [net 0,03 15 ntr 90 BOLL 0.0 YES WB 006 H (TL) 0.00 14 rda nla Cade IS 131 9 p0T (Matrix) Weight 99 to FT 9 LUMBER- BRACING- TOPCHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6 cc puffins. BOT CHORt3 2x4 SPF 1650E 1.5E BQT CHORt3 Rigid di Cling ty or 10 - 0 cc bracing, OTHERS 2x4 SPF . �" j4gs7'ek r . rich that Stabt9rzers arscd c oared ng ........ _. °. 3) TCLL: ASCE 7-10; Pf=40O pet (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=I A be installed during truss erection, in accordance wdh Stabilizer 4) Unbalanced snow loads h ave been conside 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1,00 times flat roof load of 40.0 full on overhangs REACTIONS. All bearings 30 -0-0. n orhooncurrent with other live load 6) AJI plates otherwise Indicated (to) - Max Herz 2 =52(LC 93) Max Uplift Alt uplift 100 Ib or Was at ontfs) 2 , 2 , 25.20, 99.17 ex 2- 143(LC 14), 24= 104(LC 14), 14 143(LC 14), 2 =- 2`l9 (LC 14), 18=104(1_C 94), 1 — 19(LC 14) Max Grav All reactions 250 lb or less at junt(s) 2 1, 26,17 ex pt =358(LC 1), 22 =333(LC 19), 2 =293(LC 19), 24 =358(LC 19), 14 =356(LC 1), 26=607(LC 1), 20=333(LC 2 ), 19=293 (LC 20), 1 =358(LC 20), 1 =607(L 1) FORCES. fl ) - Max, Comp,lM . Ten. - All forces 250 (lb) or less except when shown. 8) Gable studs spaced at 2-0-0 cc. BS 7 -22=- 292.1162.6. 3- 2571145, 5-24-3051135, 3"26« - 4761390, 9.20 =- 2921163, 10 -19=- 2571145, 11.1 3061135, 13-16 0 NO TES- 1) 1 39m ph . ,,.: ! a gust) Vasd= I I Om ph; l L. ,0ps wB '! iM l .. g y eaya=6ft Cat ExP C; partially; MWFR$ (drectionalf and C-C Exterior(2) -1-0-0 to 4.0-0, Interlor(l) 4-0-0 to 15-0-0, Extedor(2) 1 to 204-0 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=I 60 2) Truss designed for wind loads in the plane of the truss only, For studs exposed to wind (normal to the few), see Standard Industry Gable End Details as applicable, or consuft qualified building designer as per ANSVTPI 1, 3) TCLL: ASCE 7-10; Pf=40O pet (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=I A 4) Unbalanced snow loads h ave been conside 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1,00 times flat roof load of 40.0 full on overhangs n orhooncurrent with other live load 6) AJI plates otherwise Indicated 7) Gable requires continuous bottom hearing. chord 8) Gable studs spaced at 2-0-0 cc. 9) This truss has been designed for a 10,0 pet bottom chord live toad nonconcurrent with any other live loads. 1% * This truss has been detii;t1ned for a live toad of 20,kKef e Of between the bottom chord and any other members. 11) The truss is designed in accordance with the 2012 International Building Code section 2306,1 and referenced standard ANSIrrPI 1, "Sens-Agid 12) pitchbrealts including heels' Member end flight model was used in the analysis and design of this truss. LOAD CASE(S) standard 3AG °tea27 rf lay a warit &A a&d RP g)1E,n'ON N, ISAW, S ' aL1 HIMRUEREXT PA1 all. 473 re & 12 Des valid Par use anh with Mire& conn eclom Th4 down is based only upon poaometers shown, and a f x on Individual budding cornponenC ApplicribUty of design paranne ea, and proper dncorfsor r4ion of componere is responsibffity of building de er m not frvss desigm, Bracing shown is for Wend support of irofw dvai web mearben onty. Add+"fioncst fiernporory broc,.ireg to insure steabailiy during constnxcrion is She responsbifity of the erector. Adotto rl premonere brad ag of the overait stnuc €ure is the retspons ty of the bu6fel rig designer. For general quidonce re ding i frso6cafion. qualify eontroi, storage, delivery, wection and bdr< rig, comutt ANSVMI 0oolfty Cr"aft, 105949 an4 BCS1 SuWhV ofenprtneer 7777 Giventetdr lane, Barge 109 S n avotiotix, from Truss Pble irrstftuie. 781 R Lee Street, SuPfea 312, Atexonddo, VA 22314. 4SSea ess 2i r s Net 5a dsea is wrociyaa lace doors uahmn are r9zaasaa e :'.eiaaat la7Ys ".Xx`749 h. Aar, Carus Me#g4Ma„ CA, 95GiR �#,1x 3x4 := 26 25 24 23 22 21 ltd 19 18 17 16 3x4 "- Jan. 19. 2010 1:10PM 8606871801 No. 0768 P. 1/1 January 19, 2010 Wheat Ridge Building Permit Request We just spoke on the phone about requesting a copy of a building permit from Wheat Ridge, CO. I am asking for this copy on behalf of Shirley and Terry Santomo who are trying to finalize their Insurance claim for storm damage, but need a copy of the building permit In order to do so. The Inspection on their home took place some time in late December or early January. The address of the home Is 6785 W 45TH AVE WHEAT RIDGE CO 80033. The Insured's who I am trying to help have been struggling to get a copy or this permit for several weeks now, so any help you could provide would be helpful. If you could just fax or email me a copy of It and the amount that it was for that would be greatly appreciatled. My fax # is 888.341-2295 and my email is MJLYNgU [ravelers.oom. If you have any questions feel free to call me at 860-277-1194. - Thanks in advance, Matthew Lynch • Page 2 ♦ ~ 4 City of Wheat Ridcrp W HEgT ~oF q, City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 °O<orxno° Inspection Line: 303-234-5933 Building Permit Application Property Address: 7~~ Property Owner (please print): _ ✓ C ,A~- ~ ~Gy l`°~ y S Phone:63 - ~.~f SSE 7 Mailing Address: (if different than property address) Address: Zip: Contractor: 7;~5" r'%o ✓~S ~iyc 6 f _z 7,-c Contractor License 4f o06-, Phone--U0 Sub Contractors: Electrical City License Company: Exp. Date: Use of space (description): Description of work: Qe /L14 S Cl Sq. Ft./L.Ft added: Squares G7 BTU's Mechanical City License Company: Exp. Date: Construction Value: $6 i~r'~" -3 (as calculated per the Bui/ g V nation Data sheet) Plan Review (due at time of submittal): $ 1 Gallons Amps OWNE%ONTRACTOR 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 1 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 (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE: (OWNER) (CONTRACT/OR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: j,rV.g j n M7/ SIGNATURE: Date: - Plumbing City License Company Exp. Date: Date: Plan { Permit /NY/g. Bldg Valuation: