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HomeMy WebLinkAbout10221 W. 38th Avenue1*� ` City of Wheat Ridge Resid. Windows/Doors PERMIT - 202100780 PERMIT NO: 202100780 ISSUED: 04/22/2021 JOB ADDRESS: 10221 W 38th Ave EXPIRES: 04/22/2022 JOB DESCRIPTION: Replace 8 windows in kitchen, dining, living, bath, bedroom, master bedroom *** CONTACTS *** OWNER (303) 653-6068 ROSE JANETTE S SUB (303)934-4508 JASON LEWIS 090396 LIFETIME WINDOWS & SIDING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,500.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 94.50 ** TOTAL ** 144.50 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .30 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, a licable Buildin codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal ownerofthe property npd am authorized to obtain -this permit d perform the work described and approved in conjunction with this �ppermit. I further attest I am le all authorized to include alI entities named within this document as pa les to the work to be erformed and that all work to be performed is disclosed in this document and/or its' accompanyinga roved lans and specifications. p p pp p p Signature of OWNER or 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 a licable statutes, ordinances, regulations, policies and procedures. 2. This pen -nit shall ex ire 365 days after the date of issuancepregardless of activity. Requests or extension must be made in writingand received prior to the date of expiration. An extension of no mre than 180 days made -be ranted at the discretion of the Chief Building Official nd may be subject to a fee equal to one-half of the original permit fee. g g 3. If this permit expires, a new permit may be reqquired to be obtained. Issuance of a new permit shall be subject to the standard requirements, fes and procedures for a roval of an new permit. Re -issuance or extension of expired subject is at the sole discretion of the Chief Building Offieial and is notpguaranteed. Y p p p 4. No work of any manner shall be performed that shall results in a chan e of the natural flow of water without prior and specific approval. 5. The permit holder shall notify thBuilding and Inspection Services Division in accordance with established olic of all re uiredp p fY g p. p Y q inspections and shall not proceed or conceal work without written approval of such work from the Building and Ins ection Services Division. p pp g p 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, aField violation of any provision of any �5licab e code or an ordinance or regulation of this jurisdiction. Approval of work is subject to ins ection. pp Y � J pp Jp 04/22/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Good afternoon Rebecca Attached Is your permit and job card for your project located at 10221 W 38th Ave You may schedule your Inspections on HE clry website portal. 11hankyou and be safe) Justin Bary Buddiog Division Office Proud 303-235-2876 Office Hours 7 aro-4pm oWCity eatj[jlge wri ttDEVFwMrrr� From: Rebecca MacMillan <rebeete@Il fetlmewlndowscoloado. com> Sent Friday, Ann 123 2021152MET To: Commit Permits <Perrmrs@ciwbatrdi cc un Subject RE ordure Form Submittal Residential wl ndow/Door Real stamens Permit Appu anon Thank you j ust submitted From: Commit Permits <Perrn'rsraci wbatr dee cc us, Sent Thursday, April 22 20213'00 PM To: Rebecca MacMillan <lebeete(o1 feCm wndowscooado m Subject: RE Online Form Submittal Residential Window/Door Replacement Permit Apph cation Good afternoon, Attached Irt Erecall[ foryour permit payment You will need to update your contactor license with HE clry. Onayou bave completed that task we will email weryour permit and job card for your project Operator Code: ,BERRY 0Man" Batived Sunech RE un�m.�mtell n�n�l�onm mi �t2,,o 5W °.202100780 Minch unYou kb Cri Good afternoon Rebecca Attached Is your permit and job card for your project located at 10221 W 38th Ave You may schedule your Inspections on HE clry website portal. 11hankyou and be safe) Justin Bary Buddiog Division Office Proud 303-235-2876 Office Hours 7 aro-4pm oWCity eatj[jlge wri ttDEVFwMrrr� From: Rebecca MacMillan <rebeete@Il fetlmewlndowscoloado. com> Sent Friday, Ann 123 2021152MET To: Commit Permits <Perrmrs@ciwbatrdi cc un Subject RE ordure Form Submittal Residential wl ndow/Door Real stamens Permit Appu anon Thank you j ust submitted From: Commit Permits <Perrn'rsraci wbatr dee cc us, Sent Thursday, April 22 20213'00 PM To: Rebecca MacMillan <lebeete(o1 feCm wndowscooado m Subject: RE Online Form Submittal Residential Window/Door Replacement Permit Apph cation Good afternoon, Attached Irt Erecall[ foryour permit payment You will need to update your contactor license with HE clry. Onayou bave completed that task we will email weryour permit and job card for your project Operator Code: ,BERRY 0Man" Batived Re[tlpl Code: COB024630 Receipt Cate: 042121 i7 Veided Distnbutwnc 14450 p 14450 vv ma all 14450 Change Due: 000 C? From: ReplaceSwlnJowsin O Citivenlink Tamura don © Distributions POSTS you and be safe) Justin Bary Bwlding Division OfficePhooe 303-235-2876 Office Hours 7 aro-4pm �Wheatjjlge C[r� orr From: DRFEpyrN ea ol rN heaes rw rgem� s a Sent: Thursday, April 22, 20211243 PM To: Commoen Permits <Penn'rs@ci wheats dee ail Subject online Form submittal Residential Window/Door Replacement Permit Application Residential Window/Door Replacement Permit Application This application Is exclusively for RESIDENTIAL REPLACEM ENT WN DOM and DOORS- LIKE FOR LIKE ONLY. YOU M UST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND VNNDOW/DOOR WTSHEET(SPEC SHEET) IN ORDER FOR THE PERMITTED BE PROCESSED .Your Peonitwill be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DED NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. IS this application for Yes replacementwindowlsj anchor door(s) like for like? PROPERTY INFORMATION Property Address 10221 WHIT Asa Property OwnerNam, Jan Rose Property Owner Phone 303636068 Number (enter WITH dashes, eg303-123-4567) Property OwnerEmail a lossyQQuosilrsam, rum Address Attach Qry of Wheat Ridge Wh eat R idea CC film for 0022 WHIT so Electronic Payment Form - "DO NOT ATTACH A PICTURE OFA CREDIT CARD" CONTRACTOR I NF ORMATI ON Contactor Business Name Lifetime Van dows a no Sona Contractor's License 90396 Number (This Is a 5 orb digit number forthe City of Wheat Ridge) Contractor Phone Number 303-934-4508 (entel-WITH dashes, eg 303-123-4567) Contractor Email Address rebeccaQlifetimew indowscolorado_com Retype Contractor Email rebecca0lifetimewindowscolorado.com Address DESCRIPTION OF WORK What Is being replaced Windows Number ofwindow and/or 8 doors being replaced Location of kitchen, dining, living, bath, bedroom, master bedroom window(s)/door(s) being replaced (for example, master bedroom, kitchen, bathroom, etc): What is the u -value ofthe .27 window(s)/door(s)? City of Wheat Ridge requlresthe u -value to be .30 or better on windows.. Attach copy of w17143ROSE-order.odf window/door cut sheets showing sizes and a -value Project Value (contract 4500 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility Yes 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 may Yes not begin on this property until a permit has been Issued and posted on the property. certi to that I have been Yes authorized by the legal owner oft he 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 Permit rebecca MacMillan Email not displaying correctly? View it in your browser. A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: J No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE ♦�A Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Foundation Repair PERMIT - 202002428 202002428 10221 W 38th Ave Foundation repair, 9 piers. ISSUED: 11/20/2020 EXPIRES: 11/20/2021 *** CONTACTS *** OWNER (303)653-6068 ROSE JANETTE S SUB (720)441-3611 BYRON JOHNSON 150018 COLORADO STRUCTURAL REPAIR *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,405.00 FEES Total Valuation 0.00 Plan Review Fee 174.01 Use Tax 281.51 Permit Fee 267.70 ** TOTAL ** 723.22 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Inspection by Wheat Ridge Building Inspector required prior to backfill. Observation letter from Engineer to be provided to Wheat Ridge Building Inspector at Final Inspection. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Foundation Repair PERMIT - 202002428 202002428 10221 W 38th Ave Foundation repair, 9 piers. ISSUED: 11/20/2020 EXPIRES: 11/20/2021 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or 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, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation 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. From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Foundation Repair Date: Friday, November 20, 2020 7:36:36 AM Foundation Repair This application is exclusively for FOUNDATION REPAIRS. 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 a Yes Foundation Repair? PROPERTY INFORMATION Property Address 10221 W 38th Ave Property Owner Name Jan Rose Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 303-653-6068 janrose212@yahoo. corn CamScanner 11-02-2020 16.09 (1).Ddf CONTRACTOR INFORMATION Contractor Business Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the DBS Inc DBA Colorado Structural Repair 150018 City of Wheat Ridge) Contractor Phone 720-441-3611 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email russell@coloradostructuralrepair.com Address Retype Contractor russell@coloradostructuralrepair.com Email Address DESCRIPTION OF WORK Location of Work Garage How is repair being Piers done? Piers, strips, etc. # of Piers or Strips 18 Piers Upload engineer letter SHEET 3 OF 3 ROS22020 SIGNED.Ddf or pages on 8 1/2" x 11" only Repair Plan Set on CamScanner 11-02-2020 16 09 (2) Ddf 11'x17" only - if applicable Project Value (contract 13405.00 $13,405 OK value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT 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. I understand that work may not begin on this property until a permit has been issued and Yes Yes 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 Russell Meinzer Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. i 0 n EXISTING FOUNDATION TO BE UNDERPINNED STABILIZED UNDERPINNING BRACKET TO SUPPORT A MINIMUM WORKINGDESIGN LOAD OF 25,000 LBS., FASTEN 0 TO XISTING FOOTING WITH (2) 1/2- DIA. EXPANSION ANCHORS WITH 4' MIN. EMBEDMENT. CHIP FOOTING FLUSH WITH FOUNDATION WALL TO ACCOMMODATE BRACKET INSTALLATION 1-1/2- SOLID STEEL SHAFT HELICAL UNDERPINNING ANCHOR, TO RESIST A MINIMUM TORQUE OF 5000 FT. -LBS. STANDARD 8' HELIX INTO COMPETENT MATERIAL AND TO 5000 FT. -LBS TORQUE, MINIMUM. WALL AND UNDERPINNING BRACKET TO - SUPPORT A MINIMUM WORKING (DESIGN) LOAD OF 25.000 LBS.. FASTENED TO EXISTING FOUNDATION WITH (2) 1/2' DIA. EXPANSION ANCHORS WITH 4' MIN. EMBEDMENT ....• ...I II II 1�. 1-1/2- SOLID STEEL SHAFT HELICAL UNDERPINNING ANCHOR, TO RESIST A MINIMUM TORQUE OF 5000 FT. -LBS. INTO ACCOMMODATE THE INSTALLATION OF THE BRACKET UNDERPINNING BRACKET TO SUPPORT A MINIMUM WORKING (DESIGN) LOAD OF 25,000 LBS., FASTENED TO EXISTING FOUNDATION 1WTH (2) 1/2- DIA. EXPANSION ANCHORS WITH 4' MIN. EMBEDMENT TORQUE, (" Ryan Digitally signed by James James Hardesty, P.E. Hardesty, Hardes 2ate: 20201, 18 FOUNDATION WALL UNDERPINNING DETAIL 11:13:52 N.T.S ty, P.E.-07'00' PIII YIIF\U. ROS22020 FOUNDATION WALL UNDERPINNING DETAIL URA WN BY: RIH JAN ROSE 4A1 N.T.S. 10221 W. 78TH AVENUE DAIF.: FEBRUARY 4, 2020 WHEAT RIDGE, CO 80033 REVISION INO. DATF. HARDESTY CONSULTING, LLC RYAN J. HARDESTY, P.E. 10841 HICKORY RIDGE STREET SHEET: LITTLETON, CO 80126 oF: 3 (303) 627-3791 O�,app UCFy 4 IIn ( :a 35805 iC ss/onia*1-1 E City of Wheat Ridge Building Division Scanned with CamScanner GENERAL & FRUGAL PIER NOTES. I.) HELICAL PIERS SHOULD BE INSTALLED BY AN AUTHORIZED HELICAL PIER DEALER. THESE DEALERS SHOULD HAVE SATISFIED THE CER➢FICATIDN REQUIREMENTS RELATING ID THE TECHNICAL ASPECTS OF THE PRODUCTS AND THE ASCRIBED INSTALLATION TECHNIQUES 2) ALL WORK AS DESCRIBED HEREIN SHOULD DE PERFORMED IN ACCORDANCE MH ALL APPLICABLE SAFETY CODES IN EFFECT AT THE TIME OF INSTALLATION. 3.) THE DEALERS SHOULD EMPLOY A SKILLED, EXPERIENCED WORK FORCE VMO ARE FAMILIAR WILL THE REQUIREMENTS AND METHODS NECESSARY FOR PROPER PERFORMANCE OF THE WORK AS OUTLINED IN THE MANUFACTURER'S SPECIFICATIONS. 4) IT IS THE RESPLYVSIBILITY OF HE DEALER TO DETERMINE THE LOCATION OF. AND AVOID CONTACTING, UNDERGROUND UTILITIES (GAS ELECTRICIrv, WATER, TELEPHONE, TV DO), ALL BLUFFS SHOULD BE LOCATED BY FLUTE NOTHCATLN CENTER OF COLORADO (ENCS) AND ISOLATED BY IDE CONTRACTOR PRIOR TO PIER INSTALLATCN. 5.) HELICAL PIERS SHOULD HAVE ICBO / ICC CODE APPROVAL 6J ALL HEUCAL PIERS AND CONNECTORS MUST BE CORROSION PROTECTED BY HOT DIP GALVANIZATCN. JJ CONTRACTOR 15 TQ NOTIFY DROPPED WHEN REQUESTING TO MOVE A PIER MDRE HAD 12 INCHES FRDM THAT SHOWN ON HE PLAN. BJ INSTALLATION TORQUE SHOULD BE MONITORED 1HRDUGHOOT THE INSTALIATCN PROCESS. eJ STRUCTURAL DESIGN THE LOADING IS BASED ON THE FCLLDIMNG: A. SEISMIC EPSON CATEGORY .......... B Ryan ERIN B. RODE LOADING ........ 30 PST C. FLOOR LOADING (RESDENDAL) . 40 PST D. TEND LOADING ......... 120 MPH AND SPEED 3 SECOND GUST, EXPDSURE C lames xntleAy. q.E Hardes=,,, E. CODE: 3018 INTERNATIONP RESIDENTIAL CODEJ ty, P E a� CALL TO SCHEDULE THE HELICAL PIERS INSPECTION SEVEN (7) DAYS PRIOR TO INSTALLATION. Horse cer>sewaarETA Am m pw.00 il�Fy a �sws SS/ONgLE HA"ESTY CONSULTING, LLC RYAN J. HARDESTY, P.H. UPTERIU ro¢mum 3 Q , Aa,.m,D 5 T-----------T----------r---------T-----------T r--- —2 1/2" � 3 7/8XJ —5 EXISTING GAS RADIATOR -7/8. L I I I I I I I I I I I I I I I I I I I I I I I I I I I +1/4- L------ . EXISTING CENTRAL COLUMN r I I LJ t2 3/8" FOUNDATION WALL UNDFRPINNIN I DETAIL AS SHOWN ON SHEET 2 OF 3, TYPICAL I I UNDERPINNED FOUNDATION WALLS I TO BE STABILIZED AGAINST FURTHER DIFFERENTIAL MOVEMENT I I I 1/2 3/4n------ Z-1 —!-1 -+ ____ L I I I r ti� I I I I I I 1 I I I -1 3/8" j 1 FLI r� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 1 1 I --------------- J I I I I I I I I I ITY OF WHEAT RIDGE INSPECTION REQUIRED PRIORLTO-BACKF7tt PROVIDE ENGINEER OBSERTAION LETTER AT FINAL INSPECTION KAI FOE NV: ROS22020 GARAGE FOUNDATION PLAN R1H JAN ROSE ecnu 3A6" - V-0" 10221 W. 38TH AVENUE OATS FEBRUARY 4, 2020 WHEAT RIDGE, CO 80033 RFVISION lNLO. DATE. HA"ESTY CONSULTING, LLC RYAN J. HARDESTY, P.E. F. coy of 2�Wheatt dW COMIC.' DEVI,., fNT APPROVED Reviewee fm Cone Com rianee Randy Slusser 11/20/2020 Plans Euminer Date r�mx�.sr» ,r,.,,.... a=nm+e o• roa.m.l=/ewm weeJxmm. m,em„p-.mmv»ox,wexne,.,,wW. aw,axymma/, w+, wcmnmm m,rnm. Mwawm [/Mebxwwx.wew W^IY on mwoxen n,mne p..w+,�re mxneauharweowww mmmellMx.w,ox. gmertYrq memrmm,o�rolw.ywary,noxme w exw. 10841 HICKORY RIDGE STREET LITTLETON, CO 80126 (303)627-3791 ON SITE PLANS to Field I 2 Ryan James Hardesty, P.E. Digitally signed by Ryan James Hardesty, P.E. Date: 2020.11.18 11:12:38-07'00' ........... may. •PH�ES tT,I••, f tc 05805 'le� Scanned with CamScanner 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: .1-1 Job Address: � (_-) 1 y (\\j C Permit Number: -) f_ C� V �. J LlNo one available for inspection: Time ' ,' 4' AM/PM Re -Inspection required: Yeslo When corrections have been made, call for re -inspection at 303 -234 - Date: l Inspector: �"_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:` Job Address: /0 2--Z f -71 -Permit Number: ; U / 7, G ( C. i, 'Z ncl-r 1vc. k ❑ No one available for inspection: Time AM/PM Re -Inspection required: e 7 No When corrections have been made, call for re -inspection at 303-234-5933 Date: ��,l 11,1k-, Inspector: - DO NOT REMOVE THIS NOTICE City of Wheat Ridge b Resid. Windows/Doors PERMIT - 201900062 PERMIT NO: 201900062 ISSUED: 01/11/2019 JOB ADDRESS: 10221 W 38th Ave EXPIRES: 01/11/2020 JOB DESCRIPTION: Replace 5 windows like for like in basement, u -value = .25 *** CONTACTS *** OWNER (303)653-6068 ROSE JANETTE S SUB (720)234-2752 Matthew McNeill 190011 Marquee Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,100.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 44.10 ** TOTAL ** 94.10 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. I, by in signature, do hereby a t that the work to be performed shall comply with all accompanying approved plans and specifications, applicable buildin odes, a all -applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the led_Iferatt al own thy and am authorized to obtain this permit and perforin the work described and approved in conjunction with this pennat I aperformethat a,. to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signathre of `OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 da s 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance 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. � r City of Wheatp,j..dge C OMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(Ja�ci.wheatridge.co.us FOR OFFICE USE ONLY Date: j/ P111 Plan/Permit # ao Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: -3 i Property Owner (please print): �J�r��fi�� c ��. S�� Phone: 3,1/,$J; - l,�d Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Arch itectlEng 1 neer E-mail: Contractor Name: 9-)}- 41 de_1 11 City of Wheat Ridge License M Phone: Phone: Contractor E-mail Address:1 6-r- ,Tyi1i'i For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 'Jarl k oSc, Phone: CONTACT EMAIL(p/ease print): IA"gi-we_2/Z, (C -e' ;L�Li o6,r,&;q Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): 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 highlighted;RESIDENTIAL l s, if applicable. ❑COMMERCIAL Provide description of work: For ALL projects, 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. CIO2�n r? Sq. s�`�le �.tne- G� 1�t d ods w�`fZ� ! �, - f� !t Fc-- Sq. FULF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on thq-ftlic%iog CIRCLE ONE: (OWNER) (CC Signature (first and It �11e? e : Printed Name: /d/G ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: ' r (-AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) DATE: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: The Home Depot Special Order Quote ` Customer Agreement #: H1550-97872 Printed Date: 1/10/2019 Customer: JANETTE ROSE Address: 10221 W 38TH AVE WHEAT RIDGE, CO 80033 Phone 1: 303-653-6068 Phone 2: 303-653-6068 Email: MOTOR.MOUTH.JAN@GM AIL.COM Store: 1550 Associate: STEVEN Address: 7200 W COLFAX AVE LAKEWOOD, CO 80214 Phone: 303-205-5141 Pre -Savings Total: $1,053.84 Total Savings: ($0.00) Pre -Tax Price: $1,053.84 All prices are subject to change. Customer is responsible for verifying product selections. The Home Depot will not accept returns for the below products. Catalog `Jerskx, 51 *** Dimensions *** Call Width = Custom Call Height = Custom Frame Width = 31.25 Frame Height = 21.5 Sash Split = Even Custom Sash Split =15.875 Lime Number item Summary Was Prue Now Price Quantity Total Savings Total Price 00Double Slider00 Unit 100 Total: $238.23 $238.23 $0.00 $476.46 Begin Line 100 Description ---- Line 100-1--- *** Product *** *** Ratings *** Inner Lite Thickness = 1/8" Tuscany Double Slider XX 31.25 x 21.5 U -Factor =.25 Gas Filled = Argon Gas *** Dimensions *** Solar Heat Gain Coefficient = .26 Spacer Type = Foam Call Width = Custom Visible Light Transmittance = .49 Double Strength Glass = Yes Call Height = Custom CPD = MILA-239-03357-00001 Checkrail = No Frame Width = 31.25 STC = 29 *** T -Bar Mull *** Frame Height = 21.5 Clear Openin_&.Width = 11.875 Add a T -Bar Mull? = No Sash Split = Even Clear Opening Height = 17.625 *** Color *** Custom Sash Sptit = 15.875 Clear Opening Square Footage = 1.453451 Exterior Finish = White *** SKU *** *** Screen *** Interior Finish = White SKU =301390 ----- - — Screen Frame = Standard �. oo, ** ** * Unit Y OF WHEAT RIG \z :° Building Inspect Div ® t« « »x < « «< I nspect i on line (303) 235-2855 Office - (303) 237-8929 Inspection Type ? , � Job Address . � �o- : w Pe N ,b e CITY OF WHEAT RIDGE Building Inspection Division (303) 23 -5933 Inspection line (303) 235-28, 5 loff,,7e - (303) 237-8929 Fax Re-inspection required Yes No '777 "-7 Date: Inspector-, + �,' R H ■ i LUM 170.1 A jobsite survey of the existing framing system was performed by an audit team from SolarCity. The attached structural calculations are based on site observations and design criteria listed below: F° - Roof Dead Load = 9.5 psf (All MPs) - Roof Live Load = 20 psf (All MPs) - Ground/Roof Snow Load = 30 psf � Risk Category II, Wind Speed = 100 mph, Exposure Category C - Solar modules As indicated in attached drawings, On the above referenced project, the structural roof framing has been reviewed for loading from the PV system on the roof. The Olt �he pwis-" supporting elements. After review it was determined that the existing structure requires a structural upgrade, The required upgrade is shown in the structural drawings on the SolarCity drawing set. il I I 1 101 l� 1 111 p gifflittQ110MINKMAX - - Wam# 9= John Calvert, P.E, Civil Engineer Direct: 720.292.1508 email: jcalvert@solarcity.com APPROVED Sub to Field Inspections Wheat Ridge Building Dept, Date: Signed Ian checker m � I °11• 8 ! « 8 m 8 t ° !Win ASCE 7-05 + ^`q`qur+�714u�....... { ... Equation 6-15 V w « « M • w ����� « « r � # ♦ V III �IIII # f « «.: l x Wind Design Code + ^`q`qur+�714u�....... { ... Equation 6-15 V w « « M • w ����� « « r � # ♦ V III �IIII # f « «.: l x w « « M • w ����� « « r � # ♦ V III �IIII # f « «.: l x # f « «.: l x * # , . » R 4 in �.R qD WoodWorks" COMPANY PROJECT MAN FOR 00CM AWPON July 23, 201 13 :02 mpl -wwb Design Check Calculation Sheet it oodWorks Si er 9.3 Loads: Load Type Distribution at- Location [ft) Magnitude unit tern Start End Stmt End L dread Full Area No 9.50 (24.0) psf SL Snow Pull Are Yes 30 .00 (24.0) psf PVDL Lead Partial Area o 0.92 13.33 3.00 (24.0)* sf *Tributary width ( Maximum Reactions (lba), Bearing Capacities (lbs) and Bearing Lengths (in) 0 2' -2 " 14`- 11.3" nfactored: Stead 223 156 Snow 524 381 Factored: Total 747 537 Bearing; "' theta 667 667 Capacity Joist 1.746 998 Supports 1052 1052 Anal /Des Joist 0.43 0.54 Support 0..71 0.51 Lewd comb ##2 #4 Length 0* O050* a 50* p � y Min.. re€.1 d 0.5 ( 0a50* y 0 .50 Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.13 1,13 c o 625 625 *Minimum bearing length setting used: 1/2 " for end supports and 1/2" for interior supports Lumber -soft, Q.F r -L, No.2, 3 "x5 - 1/2" Supports: All - Timber -soft Seam, D. r -L No.2 Roof toast spaced at 24 " c /o Total length: 16-11.6"; Patch: 4/12, Lateral support. top= full, bottom= at supports, Repetitive factor: applied wh permitted (refer to online help), WARNING: this CUSTOM SIZE is not in the database. Refer to online help. WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN om OEM== M1 ja Criterion FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Anall,,rsis/De ' �rsis/ljesi qn Shear fv = 46 Fv' = 207 fv/Fv- - =0.22 Bending(+) fb = 1359 Fb1 = 1547 fb/Fbl = 0.88 Bending(-) fb = 153 Fb' = 1547 fb/Fbl = 0.10 Deflection: CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 538, V design = 501 lbs Interior Live 0,59 = L/275 0.68 = L/240 0.87 Total 0.84 = L/193 0.90 = L/180 0.93 Cantil. Live -0.31 = L/88 0.23 = L/120 E=earthquake 1.35 - Total -0.44 = L/62 0.30 = Load Patterns: s=S/2, X=L+S or L+Lr, - =no pattern load in 1. Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fbl+ 900 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb­ 900 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1100 1.00 - - - - 1.00 1.00 - - E° 1.6 million 1.00 1.00 - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 538, V design = 501 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 1707 lbs-ft Bending(-): LC #2 = D+S, M = 193 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, - =no pattern load in this span Load combinations: ASCE 7-05 / IBC 2009 CALCULATIONS: Deflection: EI 66e06 lb--in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load. Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 No . On ON, gigs M-111�� # � -MIUMWAFITMMM PRIMM ■ is SITE PLAN N Scale: 11W' = V w E 0 1 1 81 16' 1 1 11111111111 s JB-8002369 00 MATISCIK, DENISE 11 ZVRI It t1t MATISCIK RESIDENCE AVIT'it Ryon Atwell C M-O 10221 W 38TH AVE 4.9 KW PV Array w WHEAT RIDGE, CO 80033 MGLI # YL245P-29b YGE—Z 60 PAM KW i qw, RM. DAIE, p R—ONE # AURORA P\A-4.2—OUTD—S—US—Z -n" 3039310866 SITE PLAN p w N A ILS CLIP (N) 2x6 SPF #2 LAPPED SISTER - SEE O• MEW t 77V 0 SIDE VIEW OFMPI RAFTED: (E) 2x6 @ 24" O.C, TS CEILING JOIST, (E) 2x6 0 16" O.C. RIDGE. (E) 2x6 RIDGE BOARD MAX SPAN. 12' -10" MAX STANDOFF DISTANCE: 7" O.C. PV MODULE BO NTH LOCK FEND ZEP LEVELING FOOT ZEP ARR SKI O INSTA LLATION MATISCIK, DENISE LO HOLE ND D P ILOT Ryon Atwell o u ire . c 10221 W 38TH AVE 4.9 KW PV Array iii PLACE C +I� ! U WHEAT RIDGE, CO 80033 I � BO 101 W ITH @II P # R (N) SISTER (TYP) SOW 22300 WOOD SCREWS AT 16" O.C. TY. () RAFTER (N) END GROUP FASTENERS BEENEM nit an r SIM PSON SDW WOOD END OF P SC REWS . ! " MIN, END 9 " " D " 6 " DISTANCE MAX. MAX" MIN. f m f Lin # M w • 2x6 LAPPED SISTER SIDE VIEW mm NOTE: LAP SPLICE DOES NOT NEED TO BE CENTERED ON THE MEMBER HEAR DIRECTLY ON MALL BELOW OR ON CEILING JOIST IF PRESENT Scab; 1 iJ2" = 1' MATISCIK, DENISE MATISCIK RESIDENCE Ryon Atwell o 10221 W 38TH AVE 4.9 KW PV Array iii # « #:. ► # � #,. WHEAT RIDGE, CO 80033 A ImTm 3039310866 PV 3 7/23/2013 NOTE: LAP SPLICE DOES NOT NEED TO BE CENTERED ON THE MEMBER HEAR DIRECTLY ON MALL BELOW OR ON CEILING JOIST IF PRESENT Scab; 1 iJ2" = 1' ND (N) #8 GEC TO (E) GROUND ROD panel Number lLM812RH Al OD6 Inv 1: K Vn9rounded INV 1 1 ) POWER—ONE # ALRORA PVI-4.2—OUTD—S—US—Z LABEL: A (20) YINGLI # YL245P-29b YGE—Z 60 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 58504859 Inverter; 420OW, 24OV, 96% PV Module; 245W, 221.6W PT C, H4, 46 mm, Block Frame, ZEP Enabled INV 2 Voc. 37.8 Vpmox: 30.2 INV 3 Isc AND Imp ARE SHOW IN THE DC STRINGS IDENTinER 1 I ICE If W225 Ikeaker 25A/2P. I Space MAW go to a 11 AVX F(k 110IN—Z Sock 1 AW f1% TIM—Z Red 4 iF 1 AWG #10. JH*_Z *It NEUTRAL Vmp = 240 VAC Imp = 20 AAC 77O)AWQ A_TH* . EK/W,77(00M*JtK4`- �XWT KO TPE (2)AWG #% PV WRE. Mock ( i Awl; #io, soad Rant copoer EGC Voc vmp = 378 -302 VDC ImP - 8,11 ADC 9. WHEAT RIDGE, CO 80033 Ll YL245P-29b YGE—Z ♦ (2 AW #10 PV WFE OkKk i AWG f % Solid swe Coplw EGC Voc Vmp = 378 = 302 VDC VDC Isc Imp= 8.11 ADC I 1 Pgod4ft Kit', �/4 amom JB-8002369 00 MATISCIK, DENISE MATISCIK RESIDENCE �;n Atwell MOURM SYM Come Mount 10221 W 38TH AVE 4.9 KW PV Array WHEAT RIDGE, CO 80033 Ll YL245P-29b YGE—Z ♦ 36is Wa RM. DATEz $an Mateo, CA W. PAM KW 3039310866 THREE LINE D A IAGRM T:(650) 63$-1028 P(650) 638-1029 ) wov,rityxom 4 7/23 2013 (w)—sx—aTy (76s--24% ww ' PO;R—ONE A PM-4.2—OUTD—S—US—Z III URORA a. Conductor must have 30 deg. C ampacity >= 125% of continuous current. b. Conductor must hove (after corrections for conditions of use) >= c ontinuous current per Table 3 10.16 . b. Conductor must have (after corrections for conditions of use) >= c ontinu ous per T able • t Conductor must have c orrections for # # • continuous current per Table 310.15(B)(16). r . Conductor must h♦ 0 deg # •• of ♦ # current. I #. Conductor must have # • • for . • • c ontinuous current per a# * 310.15 c. Evaluate conductor temperature at terminations per Art 110.14(C). 0 Ampocity of wire derated for conditions of termination must be >= c ontinuous output # # 11 ♦ w Mo dules { We: V mp, Isc Imp; Tvoc; ' 37.8 ® V � tl A A Vld 30.2 8.63 8.11 - 0.12474 # 1 s 1 1',. I suka ri I j 1 I it] 1 W «' * a # 1i w 1 . Eml 1'1 1 « String Type A and 2 Combined StriN A Psawerne -4,2 - 10 Y#ng## YL2 5-29b YGE Z Voc= 378 Vmp= 302 Ism 8.63 Imp= 8,11 # t= 10,79 Art 690.8(A 1 Voc Correction Methi Voc Correct Factor: Inverter Min Vdc Input: Min Vp at Max Temp: Max Voc at Min Temp: Inverter Max Vdc Input: Max String Size. 1 -way wire length: Manuf Tvoc data Branch Circuit Typg A 1 strings per branch 1 10 rnodu #es r Ties string Voc- 378 V Vmp= 302 V #sc= 8,63 A Imp= 8,11 A # t= 10.79 A 1 way wire length: 0 1 strings per branch 2 10 m per series string V 378 V Vmp - 302 V #sc= 8.63 A Imp= 8.11 lcont= 1019 Art 690.8 A) 1 1 p Comp Mount a 1 a a 120 272.1 447 „85 13 75 1.a Conductor; Ay#t 10 # t * 1.25 = (Amps) 30 d Cam ty - PV Wire 2.a Conduct 1: AWG_10 Conductor 2: AW(G 10 _ # t " 1.25 = (Amps) 30 d C a tat PV Wre PV Wre Con - 1 13.48 40 Cond 2 13.48 40 1,b lcont= (Amps) Start ampaty Temperature derate (W) Conduit fill derate (% ) Derat ampacity �w. ti r 28.4 P1148 .b l t= (Amps) Start am ty Temperature derate ( % =F) Conduit tit derate De rsted am :cs 10.79 40 0.76 2432 10.79 40 0.76 .8 1.c Icont * 1.25 - (Amps) Am pacity 13.48 40 2432 2:c Temp tab # t *1,25= (Amps) Ampaaty Term 1 7KeqS 13.48 35 Term 2 75d C 13.48 3 1,d # t " 1, 25 = (Amps) OCP Size = 13.48 15 Inverter T e A Oti Power -tine -4.2 -S Icont - 20 JA 1 way wire length: � 10 ft Art 690.8(A)(1) 2.d OCP Size = 15 15 Combined Inverter t2u ut Service Voltage= Total Inverter Power- 1 way wire length 0 Icont = # of inverteWmax inverter current Art 690.8(A)(1) # t = Amps 3.a lcont i 1.25 = (Amps) OCP Size = 5 690.8(5)(1) Art 240,6(A 251 3.b Conductor: AWG_10 Icont * 1.25 = (Amps) 30 deg C ampacity = TH -2 at 90 deg C: Table 310.16 25 40 4.a # t *1,25 = (Amps) OCP size = 690.8(5)(1) Art 240.6(A 4,b Conductor: Icont * 125 = (Amps) 30 d C amp acity T WN-2 at 90 deg C: Table 310.16 3.c lcont = (Amps) Start ampaaty Temperature den te ( %-F} Conduit fill derate (%--#) rated ampacity 20 40 0.91 4.c lcont - (Amps) Start ampacity Temperature derate ( % =F) Conduit flit derate Derated ampai 1 36.4 3.d # t * 1.25 = (Amps) Ampat;ity 5 3S 4.d lcont * 1.25 = (Amps) JB-8002369 00 Ryon Atwell 1 p Comp Mount a 1 a a 10221 W 38TH AVE 4.9 KW PV Array a # a # a *m WHE R I D GE, O 8 r Ll # YL24 60 PAM NAL �w. ti r tw..a PAUM POWER-ONE # AURORA PVl-4.2-0UTD-S-US-Z 3039310866 ELECTRICAL CALCULATIONS PV 5 7/23/2013 Label Code: Per .•! La bel Locatio i . +. Per C ode : NEC •" L abe l DISCON Per •- Label Location; (AC) (Pot) (AC): AC Disconnect Per Code. (C); Conduit °�' () NC u 69{� 0.1 I 11 C ): Co bin r Sox ( d (D), Distribut ►on Panel (DC), DC Disconnect (IC). Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC). Load Center (M). Utility Meter (PQI). Point of Interconnection T OF TTY $HALL IT U in w A S 2 AN EXCEPT ., OR W PART To o S DE RE T'S � CO + ` � { [ EL Labe! Se { ZA SC XC 11` 14 /► O il S ofarCit 2� EX T C WTH U CTOOE Y t [U [ TY E T, %9TNC�TT oN O TY 0 SoiarCly, January 2013 UtNzes Zep So* hardware and UL 1703 listed Zep Compatible"" modWes Interlock and grounding devices in systern UL listed to UL 2703 • interlock and Ground Zep El L listed to UL 1703 as "Grounding and Bonding System" • Ground Zep UL and ETI, listed to Lit. 467 as grounding device # Painted galvanized waterproof flashing * Anodized components for corrosion resistance * App4cable for vent spanning functions ;, ,,,,, SolarCity, lanuary 2013 Installation Instructions 2' 50P-29b 1QMJ Z 60 1 Y ' Y; 2A5€? -29b I YI-240P CELL, SERIES YL23SP-29b YL230P-29b 011 ?mx SC9C t =D Ideal for residential and commercial applications where cost savings, installation time, and aesthetics matter most. so= AC S0�11W ON OPI lON' 8nfeliiqent real, rnrw rnondonng at the System and minduh tevw mth Enlighten. YIN * LAR U's, Soccer Powered by Y�nqfi War Leading limited power warranty' ensures 91.2% of rated power for 10 years, and 803% of rated power for 25 years, * to ro,nPharce with ou, vuarraroy to"Ins and condduns UL 1703 af1d ULC 1703, CEC, FSEC, R50 W41 7COB, r50 14kil :2004, BS OHSAS 18001 Z'W, SABOW, c us C9101, a- LISTED 15A op.40.9 tornpona— —9. 4480 Amax area, toad, from e— and wind) 50 rof (2400 pal YINGLISOLAR.COM/US YinghAn YGE-Z 60CELL SERIES ELECTRICAL PERFORMANCE Powered by YINGU Eledriorl paraoWten at Stloward Test Co"ticift isTo _o . .......... . . ......... .. .. . ......... . ......... .... .... ..... . ... .... Max. mad. IF-0 rating .. . ....... ... . ...... ........ . ... . ...... I $A Unite" reverse —re 15A op.40.9 tornpona— —9. 4010 194'F 1-40 W 90'Q Amax area, toad, from e— and wind) 50 rof (2400 pal Max. sutk ti beck (e.g., w ind) Sri pat (2+400 Pal ... .... . .... .......... HaflAto.0 knipart ..... . I n r25 —1, or 51 ph ,23 nlsD CONSTRUCTION MATERIALS From Lina,irao 91me / lane—d I IT oan Glra,s nuy h war e—fectwo 1—b1sil .. 601 Polaris— i n0ficpt',aP in. of b-boi) 156 mnx x 1%. 2433 ca re 1 .0 Ervrp-t.m wim-i.4 ry. FAre .. —yl ..rare XNA) F.— (—triRVrhr4 Amda.d siu. inum Any I bhak Junction b- (p.WeUom rlq—) C441. ftyWw9thfq..qe1*vtud# dioewt-) fol VA. 1 43 31 i,, 11100 -0 1 12 AVVG 10,244 i,, e,2 mml Arqara,wt / H4 I P68 E_tATING CONDITIONS _o . .......... . . ......... .. .. . ......... . ......... .... .... ..... . ... .... Max. mad. IF-0 rating .. . ....... ... . ...... ........ . ... . ...... I $A Unite" reverse —re 15A op.40.9 tornpona— —9. 4010 194'F 1-40 W 90'Q Amax area, toad, from e— and wind) 50 rof (2400 pal Max. sutk ti beck (e.g., w ind) Sri pat (2+400 Pal ... .... . .... .......... HaflAto.0 knipart ..... . I n r25 —1, or 51 ph ,23 nlsD CONSTRUCTION MATERIALS From Lina,irao 91me / lane—d I IT oan Glra,s nuy h war e—fectwo 1—b1sil .. 601 Polaris— i n0ficpt',aP in. of b-boi) 156 mnx x 1%. 2433 ca re 1 .0 Ervrp-t.m wim-i.4 ry. FAre .. —yl ..rare XNA) F.— (—triRVrhr4 Amda.d siu. inum Any I bhak Junction b- (p.WeUom rlq—) C441. ftyWw9thfq..qe1*vtud# dioewt-) fol VA. 1 43 31 i,, 11100 -0 1 12 AVVG 10,244 i,, e,2 mml Arqara,wt / H4 I P68 tmastaaPaczurerttypeApratactioxr degree? The en this datasheet are. not quaranored and are wriject to chancle withow prior nwnce T his datashoet cram oes with EN 503W2003 tequvernents, Yingli Green Energy Americas, Inc. info0yingliamericas.com Tel: +1 (888) 686-8820 YINGLISOLAR.COWLIS NYSENGE 314 00tri �, L W4,rnrq;r Read the inctallation acrd i oe, Manual in in eub,wy before har,dh q, installing, and ope, Yh,94 mod.Jes, )but No— ---- ------ - EMM U'S soccev Poainned by Yingli War PVI-3.0-TL PVI-3.6--TL PVI-4.2-TL ANOMMUMMMEMEMMUM AawmaTMOMKIMEMEDUREM 'AV,W",%b^t t. d-go Mth"Id -lx� f,.Wwrq wW*� —*A V, N.kw- w'd MO, .0-1 , ,X W—, —W., I Wh" "wppW woh optkinal CK 5wiwh AMM" Box C INTERNA110NAL ------------- CertificaW 209(A77 Project: 2439385 Issued to: Power-One, Inc 740 Calte Piano Camarillo, CA 93012 USA Attention: Robert White Master Contract: 173688 Date Issued: July 19, "2011 The products listed below are eligible to bear the CSA Mark shown with adjacent indicators Vand 'US"J'"r Canada and US or with adjacent indicator 'US "J"'or US only or without either indicator for Canada only. Issued by: Rob Flerripstock, AScT CCUS CLASS531109 - POWER SUPPLIES -Distributed Generation Power Systems Equipment CLASS 531189 - POWER SUPPLIES - Distributed Generation - Power Systerns Equipment - Certified to U.S. Standards Utility Interactive Inverter, Models PVI-4,2-OUTD-US, PVI-3.6-OUTD-US, PVI-3.0-01.JTD-US, PVI-4.2- OU'rD-S-US, I'VI-3.6-OUTD-S-US, PVI-3,0-OUTD-S-US, PVI4.2-01JTD-US-NK PVJ-3.6-OUTD�I.JS-W and PV1-3,0-01JTD-US-W; Provided with two DC input channels, permanently connected. For details related to ratings, reference should be made to the CSA Certification Record, Appendix I or the Descriptive Report, APPLICABLE UIRI#,MENTS CSA-C22,2 No,107.1-01 - General Use Power Supplies UL Std No. 174 - Second Edition - Inverters, Converters, Controllers and Interconnection System Equipment for UsclKith Distributed Energy Resources (January 28.2010) DQD 507 Rm 200909-01 M ❑ No one available for inspection: Time AM/PM Re-Inspection required: 'Yes: When corrections have been made, call for re-inspection at 303-234-5933 Date: f,Q9K Inspector:° DO NOT REMOVE THIS NOTICE EEE 1 r `11 CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Pey Job Address/Permit Number: /tom 7f w< '7x~fr/ • c: ,e l xow r ~f7~ f~i`Sd Gf~i« f3✓ S ❑ No one available for inspection: Time f2.`LaS AM/PM - Re-Inspection required: No When corrections have been made, call for re-inspection at 303-234-5933 Date: 5~?9 C9 Inspector: - C2 DO NOT REMOVE THIS NOTICE k 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: c~avgi r Job Address/Permit Number: .sr_,ig ❑ No one available for inspection: Time '4°2? AM/PM r Re-Inspection required: 'Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE i x; City of Wheat Ridge Residential Roofing PERMIT - 090451 PERMIT NO: .::090451ISSUED:. 05/08/2009 JOB ADDRESS: 10221 W 38TH AVE EXPIRES:: 1I/04/2009 r DESCRIPTION:: Reroof 26.33 sqs CONTACTS owner 303/421-8367 Richard Mariscik sub 719/492-1396 Whitney Smith 0.8 -0243 Seaback Roofing PARCEL INFO ZONE CODE: UA fUSE: UA SUBDIVISION:' UA ;BLOCK/LOT#: 0/' FEE SUMMARY ESTIMATED PROJECT VALUATION: 4,660.001 ? FEES s Permit Fee 144.70 Total Valuation .00 Use Tax 83.88 **.TOTAL X228.58 Ti c Conditions: 6 nail installation & mid-roof inspection required. Board sheeting spaced more a ~a MAY-08-2009 FRI 04;46 PM SEABACK ROOFING-RESTOR FAX No. 2813452441 P•001/001 w"a9T City of Wheat Ridge Building Division 7500 W_ 291h Ave., Wheat Ridge, CO 80033 Date: ~j a~/mil Office: 303-•235-2855 " Fax: 303-235-2857 Plan e" Aoa Inspection Line: 303-234•-5933 Permit#: i ~9 I-6 ij? rQjserryAd,Ufess:: Property Owner (plei Mailing Address: (It different than property address) Address: City, State, ~tinYr '4t'p''r: V-0011 Contractor License Q tJO~3 Phone3`~1^ 5.'ipS:GARrsCt W. i Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Us f v~ (J ~ t " 0 CI e o space (description): C ~(J 1~C Construction Value: $ - O .~°1,>S$C:~t~'ti4~j._t~wv.CYr~t:~ (es calcvletetlper lHe BU/lding Valuatiou Data sheet) Plan Review (Cue at time of submittal): l .Sq.Ft./L•Ftadded;, Squares3~TU's Gallons Amps OWNERlCONTRACTOR 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 Fbetrictiens 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 1 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. C1Rl.CE ONE;~j(/O/WNER)C,c(CnONTRACTOR) or PERSONAL REPP ESENT'VyIrR i ONTRATOR) PRINT NAME: l&(-~ SIGNATURE Data . Building Permit Application DEPARTMENT OF COMMUNITY DEVELOPMENT M94#1111)119 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. 19900 234-5933 P.O. BOX 838 ! ry/(~ CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS CONTRACTOR CITY ZIP CODE a" DunK 3"7--01r LICENSE NO. 1111q OWNER V-1fi-K' 7 u - ADDRESS -0 A111pt~(J 1139 PHONE _ o ZIP CODE CONTRACT PRICE T DATE /'7 -7-/C d ❑ Woll❑ Proiecting❑ Other S or D Face G IGNS roun I. TYPE 2. MATERIAL Total Square Feet Elect Permit No ❑ T S . . ype No 3. ILLUMINATION Yes 4, SET BACK FROM PROPERTY LINE N_ S_ E_ W Zone_ Approved, Zone Inspector (Specify which is front) ❑ ❑ ❑ ❑ Disapproved 1. TYPE Solid❑ More Than 80% Open[] Less Than 80% Open Height FENCES MATERIAL 3 SET BACK FROM PROPERTY LINE N_ S_ E_ W Zone_ Approved,Zone Inspector (Specify which is front) ❑ ❑ ❑ ❑ Disapproved I. OTHER 3. DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE, GIVING DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) -i- SPECIFY NORTH STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TO-ADJOINING HOUSES, STREETS, AND PROPERTY LINES;ON IRREGULAR LOTS,SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM 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. MECHANICAL PERMIT ALUMINUM WIRE UNDER SIZE 8 ILLEGAL FLOOR BSM IST 2ND 3RD 4TH NO. Fl1EL:Circle One Gas OllPmpane Cod Elec Solar WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refrigerant Group UTILITY (RANGE,DISPOSER, ETC.) AU70. WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS & RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS NOT VALID UNLESS RECEIPTED llco- t this a l d th PERMIT FEE r p D e ge a 1 hereby acknow lion is correct and understand that I li- i USE TAX s apD cannot start this project until th - cation is approved. I shall comply with TOTAL FEE $~j p2 -7 -7 the lows of the State of Colorado and to the Zoning Regulations and Building _ APPROVE Code o f the City of Wheat Ridge. Any O violation of the above terms will cause fat CHIEF BUILDI NSPECTORCity idge m edict revocation of this permit CALL 2345933 • 24 HOURS IN ADVANCE ~ ~ cy FOR INSPECTIONS _ Date Issued l BUILDING DEPARTMENT 237.6944 Ext. 255 CITY OF WHEAT RIDGE Correction Notice Job Located at . . Date 5 Inspector for Building Dept. DO NOT REMOVE THIS TAG FORM WRI-22