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2955 Ward Court
From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: General Permit Application Date: Tuesday, September 14, 20213:05:54 PM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Residential Residential or Commercial? Property Address 2955 Ward Ct Wheat Ridge, CO 80215 Property Owner Name Lois McHugh Property Owner Phone 330-933-4125 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email mchughome@aol.com Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION 1411111 1 RM Submitting General Chimney Sweeps of America Contractor or Architect Contractor's License 202044 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) property to submit this application and to perform the work described above. I certify that I all Sub Yes Contractors performing work on this project, have been notified and agree to be listed on this 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. Person Applying for Kristen Madden Permit Email not displaying correctly? View it in your browser. Square footage of 1,748 is total square footage of house and we will just be working scope of work at the fireplace inside the home. Location of work Located inside the house at the fireplace (backyard, on roof, etc) Project Value (contract 1400.00 value or cost of ALL materials and labor) Upload Engineer letter Field not completed. Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings Lois McHugh Firebox - 2955 Ward Ct iDo Upload Additional Field not completed. Drawings Upload Additional Field not completed. Drawings Upload Additional Field not completed. Drawings 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 Contract Phone 303-973-7376 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address info@chimneysweepsofamerica.com Retype Contact Email info@chimneysweepsofamerica.com Address Are there Sub Yes Contractors associated with this project? How many Sub 2 Contractors would you like to add to this permit? Sub Contractor 1 The Gas Connection Name Sub Contractor 1 017986 License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Sub Contractor 2 H & H Electric Name Sub Contractor 2 190214 License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) DESCRIPTION OF WORK Detailed Scope of Installation of Supreme - 130-IFT Gas Insert Intellifire Touch Work - Provide a Ignition (Heat & Glo) detailed description of work including https://pro.heatnglo.com/design-and-spec/product-drawings-and- mechanical, electrical, models/product-details?pid=%7BE632DA19-B5C7-4835-BA91- plumbing work 54AFCC7C5C41%7D occurring, adding/removing walls, etc. 1* ► � i City of Wheat Ridge '/� Residential Plumbing PERMIT - 202100965 PERMIT NO: 202100965 ISSUED: 05/27/2021 JOB ADDRESS: 2955 Ward Ct EXPIRES: 05/27/2022 JOB DESCRIPTION: Run 20' pf 3/4" Rigid Steel Pipe, Split to 2-1/2" COST lines for Dryer ( about 5 ' ) and for Fireplace ( about l 0 ' ) in crawl space . *** CONTACTS *** OWNER (303)933-4125 MCHUGH LOIS B SUB (720)364-8490 SANTOS F. MORALES 110147 MOR PLUMBING LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11800.00 FEES Total Valuation 0.00 Use Tax 37.80 Permit Fee 70.70 ** TOTAL ** 108.50 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2018 International Codes, 2020 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal 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 alI 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 �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 05/27/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. loments "i Sent u Tim yuo order Stated RE our. Pon submits Greneral nadonon mt. TuRRY Fees, 20217 35 00 AM Alberni indoor a Ei 2955 Ward 0 Job did of Good morning, Attached is in, receipt for your permit ee payment I bave also scarred yourlob card and approved permit you may schedule your inspection(s) on in, dryweasde. Ocermar Cade: VSANTINI O Memory Receipt Cade: CDADLC Receipt Date: 052]21 ❑voided Dlsmmmans: 106.50 A 10650 PP Fc Money: 10650 Change Due: 000 [?From: Run WWN4"Fral ❑cRaenlmk annsacdon ■ Distributions Thank you Vanessa Santini Pont Tieffinician Building Division Office Phone 303-235-2854 Office Hours: Pont W City of COMMLNrne DtvbwrMER1' From: Santos Morales cmoml rural ng@yabm. Fom, Sent Wednesday, May 26, 20215'12 PM To: mehughome@gmallmm, Vanesa Santini NSantinii whisonage m m Surfed: RE On lne Form Submittal General Permit Apph cation Hi Vanesa, I'm sending them again just in case you did not get them before. Thank you Santos Morales Mater Plumber/CEO MOR PLUMBING Corp. 7203648490 www. mor lup mbinacorn corn 3482 E. 143rd Dr. Thornton, Co. 80602 On Tuesday, May 25, 2021, 04:21:14 PM MDT, mchughome mai l.com <mchughome maiI corn wrote: Great, now we just have to figure out how to pay for the darned thing. Hopefully she'll write back and tell me soon. Sent from my iPad On May 25, 2021, at 3:18 PM, Santos Morales <morolumbina(Lbyahoo.com> wrote: Sent from Yahoo Mail on Android On Mon, May 24, 2021 at 10:16 AM, mchuahome(ao)amail.com <mchuchomeQgmail.com> wrote: Sent from my iPad Begin forwarded message: From: Vanesa Santini <VSantini(obci wheatridae.co.us> Date: May 24, 2021 at 9:16:59 AM MDT To: mchuahome(obamail.com Cc: CommDev Contractors <Contractors(Lbc wheahidae.Cc us> Subject: RE: Online Form Submittal: General Permit Application Good morning, Please see below highlighted. We need the updated State and Master license for plumbing. Thankyou, Vanessa Santini Permit Technician Building Division OfficePhone: 303-235-2854 Office Hours: 7 am-4pm <image001.jpg> From: mchughome mai l.com <mchughome maiI corn Sent: Monday, May 24, 2021 9:12 AM To: Vanesa Santini<VSantini(obci.wheatridae.co.us> Subject: Re: Online Form Submittal: General Permit Application Could you please tell me what more needs to be done to get a permit? It's been nearly Y a week since I emailed you. Mr. Sent from my iPad On May 21, 2021, at 8:08 AM, mchuahomelobamail.com wrote: Mr. Morales says that he has sent all the updated information. What more needs to be done? Sent from my iPad On May 18, 2021, at 7:17 AM, Vanesa Santini <VSantiniQci.Morales has provided you with um to date information j co.us> wrote: Good morning, I just responded back to the email. The licenses provided have dates that already expired. Please send new updated licenses. Thank you, Vanessa Santini Permit Technician Building Division Office Phone: 303-235-2854 Office Hours: 7 am-4mn <image001.jpg> From: mchughome maiI corn <mchughome mai l.com> Sent: Tuesday, May 18, 2021 3:47 AM To: Vanesa Santini <VSantinilobci wheatridae.cc us> Subject: Re: Online Forth Submittal: General Permit Application Santos morales the plumber filled out the application and sent me a photo of the receipt. Sent from my iPad On May 17, 2021, at 11:07 AM, Vanesa Santini<VSantinilobci.wheatridae.co.us> wrote: Good morning, I am following up on the email I sent last week. Please respond back to this email chain with updated documents. For now we will consider this issue as completed until we received those documents. Thank you, Vanessa Santini Permit Technician Building Division OfficePhone: 303-235-2854 Office Hours: 7 am —4pm <image001.jpg> From: CommDev Permits Sent: Thursday, May 13, 2021 9:13 AM To: 'morolumbina(Lbyahoo.com<moralumbingQyahoo.com> Cc: 'mchuahomelobamail.com' <mchuahome(obamail.com>; CommDev Permits <Pemllts(LDci.Wheathdae.co.us> Subject: RE: Online Form Submittal: General Permit Application Importance: High Good morning, Please send updated paperwork for Master license, State license, Liability Insurance, and Workman's Compensation. All ofthese have expired for Mor Plumbing LLC and we do not have the updated documents. Thank you, Vanessa Santini Permit Technician Building Division OfficePhone: 303-235-2854 Office Hours: 7 am —4pm <image001.jpg> From: no-reDIy(@,ci.wheatndae.co.us <no- reDIy(@,ci.wheatndae.co.us> Sent: Wednesday, May 12, 2021 5:38 PM To: CommDev Permits <Permits(cci.wheatridae.co.us> Subject: Online Form Submittal: General Permit Application General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Residential Residential or Commercial? Property Address 2955 Ward Ct. Pro berty Owner Na me Lois McHug Property Owner Phone 3039334125 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email mchuahome0amail.com Address Attach City of Wheat Ridge Gas line for 2955 Ward Ct.-Permit oavment05122021.odf Electronic Payment Form - **DO NOT ATTACH A PICTURE OFA CREDIT CARD** CONTACT INFORMATION Submitting General MOR Plumbing Corp. Contractor or Architect Contractor's License 110147 Number (This is a 5 or6 digit numberforthe City of Wheat Ridge) Contract Phone Number 720-364-8490 (enterWITH dashes, eg 303-123-4567) Contact Email Address momlumbina@vahoo.com Retype Contact Email momlumbina0yahoo com Address DESCRIPTION OF WORK Detailed Scope of Work- Run about 20' of 3/4" rigid steel pipe, split to 2- 1/2" CCST lines Provide a detailed for dryer (about 5') and for fireplace (about 10') description of work including mechanical, electrical, plumbing work occurring adding/removing walls, etc. Sq us re foots ge of scope of 35' work Location of work(bsckysrd, Crawlspace on roof, etc) Project Val ue(contract 1800 vc I ue or cost of ALL materials and Tabor) Upload Engineer letter Field not completed. Upload Asbestos Report If Field not completed. triggler level is met per CDPHE regulation. Upload Drawings Gas line for 2955 Ward Ct 05122021 pd Upload Additional Drawings Field not completed. Upload Additional Drawings Field not completed. Upload Additional Drawings Field not completed. SIGNATURE OF UNDERSTANDING AND AGREEMENT I assumefulI respond blllty Yes for compliance with appllca ble City of Wheat Ridge codes and ordinances for work undercut 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. I certlfythct I have been Yes authorized bythe Iegd 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 fa Is Ifyi ng information in this application is an act of fraud and maybe punishable byfine, Imprisonment, or both. Person Applyingfor Permit Santos Morales Email not displaying correctly? View it in Your browser. <Contractor & master license.pdf> <image001.jpg> i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: (__-. C—:1 is; 4T" Job Address: `Z �; !? C-17 Permit Number: ❑ No one available for inspection: Time 6 I f. AM/PM Re -Inspection required: Yefs No When corrections are complete, schedule re -inspection online. _N Date://2F Inspector: DO NOT REMOVE THIS NOTICE 1* ► � i City of Wheat Ridge '/� Residential Solar PERMIT - 202001422 PERMIT NO: 202001422 ISSUED: 11/02/2020 JOB ADDRESS: 2955 Ward Ct EXPIRES: 11/02/2021 JOB DESCRIPTION: Roof mount, flush mount, grid -tied 3.78 kW solar PV 3.78 12 panels on roof, structural needed. *** CONTACTS *** OWNER (3 0 3) 933-4125 MCHUGH LOIS B SUB (303)577-9628 ANDY NYMAN 070159 SUNRUN INSTALLATION SRVS. INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 71182.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** 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. I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal 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 alI 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 Perm is Subject: Online Form Submittal: Solar PV Installation Date: Wednesday, July 29, 2020 8:06:49 AM 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 2955 Ward Ct Property Owner Name Lois McHugh Property Owner Phone 330-933-4125 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email mchughome@aol.com Address Attach City of Wheat Electronic Payment Form 2955 Ward Ct McHuah. Lois Rev Ridge Electronic A4.Ddf Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business Sunrun Installation Services Inc Name Wheat Ridge 070159 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK Scope of Work KW # of Panels Location of Panels Structural required Upload engineer letter or pages on 8 1/2" x 11" only Solar Installation Plan Set on 11'x17" only. Project Value (contract value or cost of ALL materials and labor) 720-537-0235 thomas.brook@sunrun.com thomas. brook@sunrun.com Roof mount, flush mount, grid -tied 3.78 MN solar PV 3.78 12 roof Yes PE Letter and Calcs 2955 Ward Ct McHuah. Lois Rev A4.odf PV Plans 2955 Ward Ct McHuah. Lois Rev A4.odf 7182 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 Thomas M. Brook 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. a.sunrun July 14, 2020 Subject: Structural Certification for Proposed Residential Solar Installation. Job Number: 501R-955MCHU;Rev A4, Dated 7/14/2020 Client: Lois McHugh Address: 2955 Ward Ct, Wheat Ridge, CO, 80215 Attn: To Whom It May Concern A field observation was performed by a Sunrun qualified technician to document the existing conditions of the above mentioned address. Structural evaluation of loading was based on review of site observations and the design criteria listed below. Design Criteria: • 2012 IBC/IEBC/IRC, ASCE 7-10, and 2012 NDS • Basic Wind Speed Vult = 105 mph (Vasd = 82 mph), Exposure C • Ground Snow Load = 30 psf Based on this evaluation, I certify that the alteration to the existing structure by the installation of the PV system, with the upgrades specified in the plan set, meets the requirements of the applicable existing building and/or new building code provisions adopted/referenced above. Additionally, the PV module assembly and hardware supporting it have been reviewed to be in accordance with manufacturer's specifications and verified to meet the min imugquirements referenced above. Digitally Signed: 07/1420 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 asunrun" Structural Calculations for the Lois McHugh Residence PV Installation Date: 7/14/2020 Job Address: 2955 Ward Ct Wheat Ridge, CO, 80215 Job Number: 501R-955MCHU Scope of Work These calculations are for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 2 House Geometry, Live Loads, Snow Load, Wind Loading, & Dead Loading 3 Roof (2) Dead Loading, Roof (1) Framing Check 4 Roof (1) Framing Check cont., Roof (2) Framing Check 5 Roof (2) Framing Check cont., Rafter Attachment Check, Seismic Check, & Scope of Work Engineering Calculations Summary Code: 2012 IBC/IEBC/IRC, ASCE 7-10, and 2012 NDS Snow Load: S= 30 psf Live Load: LL= 20 psf Wind: Wind Speed Ult. (V)= 105 mph Exp. =C PV Dead Load: DPV= 3.0 psf Digitally Signed 07/14/20 133 Technology Dr., Suite 100, lwine,CA92618 I P 949.393.0993 &,SO Structrure Geomet Address: 2955 Ward Ct Wheat Ridge, CO, 80215 2of5 Mean Roof Height, h, = 22 ft Eave Height, h, = 18 ft Briding Length, L = 67 ft Building Width, B = 32 ft Module Area = 20 ft' Roof Pitch, B - 16 degrees Live Load'. Roof Live Load, Lr = 20 pat Equation 4.8-1 Snow Load Ground Snow Load, pg = 30 pat Fig. Z-1 Snow Importance Factor, l: = 1.00 Table 1.5-1 Thermal Factor, R - 1.1 Table Z3 Exposure Factor, C, = 0.9 Table Z-2 Roof Slope Factor, Cs - 0.90 Figure 72c Flat Snow Load, R = 20.8 pat Equation 7.3-1 Sloped Roof Snow Loads, P, = 18.7 pat Equation 7.4-1 Is the width of the roof> 20ft7 Yes Zone3lpsf) Drift Height, hd = 1.44 ft Figure Z-9 Roof slope for a rise of one, S 3.49 -31.97 Equation 30.4-1 Unbalanced Width = 7.15 ft Fig] -5 Y = 18 pct Equation 7.71 Unbalanced Snow Load = 32.47 pat Fig Z-5 Basic Wind Speed (3s gust), V = 105.0 mph Figure 26.5-1A Building Occupancy Category = 2 Table 1.5-1 CMya Wind Importance Factor, Iw = 1.00 Table 1.5-2 Exposure Category - C Sec 26.7.3 Topographic Factor, Kst = 1.00 Equation 26.8-1 I Velocity Pressure, ch = 21.98 Equation 30.4-1 Y Edge Zone,a = 3.20 ft Figure 30.5-1 Uplift (0.6W) Zone 1lost) Zone2lpsf) Zone3lpsf) GCp = -0.84 -1.55 -2.43 Table 30.4-2 P30.4=.6 x ch x GCPzone = -11.08 -20.44 -31.97 Equation 30.4-1 Downward (0.6W) GCp = 0.43 0.43 0.43 Table 30.4-2 P30.4=.6 x ch x GCPzone = 9.60 9.60 9.60 Equation 30.4-1 Dead Load'. Roof 1 Roof Walls Exterior Composition Shingle 3.0 pat Wood 5.0 pat 5/8 CSB Sheathing 2.0 2x4 Studs @ 16' 2.0 2x6 Rafter @ 24' OC 2.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (insulation, etc.) 2.0 PV System, PPV 3.0 Total Roof DL= 11.0 pat Total Wall DL= 12.0 paf 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 alm) Roof Or Address: 2955 Ward Ct Wheat Ridge, CC, 80215 3of5 Roof Walls Exterior Cls Composition Shingle 3.0 psf Wood 5.0 psf 5/8 CSB Sheathing 2.0 2x4 Studs @ 16' 2.0 2x6 Rafter @ 24' CC 1.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (insulation, etc.) 2.0 PV System, Pp, 3.0 1.00 1.30 Total Roof DL= 10.0 pat Total Wall DL= 12.0 psf Roof ll Framing Check'. Roof Framing = 2x6 Rafter @24'CC Timber Species = Doug Fir -Larch #2 Max Beam Span = 14.17k b = 1.5 in Rafter Siatering Upgrade Required d = 5.50 in Sister Size. 2x6 Rafter @24'CC Moment of Inertia, 1, = 20.80 in Sister Species. Doug Fir Larch #2 Section Modulus, S, - 7.56 in' Modified Moment Capacities Shown Bels Bending Stress, To = 900 psi Elastic Modulus, Emio = 580000 psi Sheer Stress, F✓ = 180 psi CD (Wind) CD (Snow) Cls CM ct Wood Adjustment Factors'. 1.60 1.15 1.00 1.00 1.00 CL Cr Cm C Cr 1.00 1.30 1.00 1.00 1.15 PV Tributary Width, ass, = 3.30 k PV Tributary Length, To, = 4.0 k« PV TributaryArea, At = 13.2 k' PV Dead Point Load, Pit =Pwx At = 38 lb 0 Roof Distributed Load, zi = 15 pit II1 4� Load Case: 0.6DL+0.6W ICD=1.61 Footsore = 1 End -P,mxAt+0.6 x PO x cos(B) - 123 lb M mwiodi = 275 lbft Fit (wind) To xCD xCa xCMxCLxCLxCA xCfuxC xCr - 2153 psi Mauowam:=S, x To' (wind) = 2713 lbft> 275 OR Load Case: DL+0.6W ICD=1.61 Pdown -Pnmx At+Pit x coa(B) - 165 lb Mmwiod_ao.,o1 = 118116 -ft Fit (wind) To xCD xCa xCMxCLxCLxCA xCfuxC xCr - 2153 psi Mauowam:=S,x To' (wind) = 2713 lbft> 1181 OR Load Case: DL+0,75(0.6W1+B75S(CD =1.61 Roof Snow Distributed Load, zi = 42 pit P.00w-P:x At = 237 lb Mmwiod_:oow1 = 1830 lbft Fit (wind) To xCD xCa xCMxCtxCLxCA xCfuxC xCr - 2153 psi Mauowam:=S, x Ed' (snow) = 2713 lbft> 1830 OR 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 as Address: 2955 Ward Ct Wheat Ridge, CO, 80215 4 of Load Case: DL+S (CD =1.151 Roof Snow Distributed Load, wSL = 42 pit P,,,w-P:x At = 237 lb Mb(snow) = 1672 lbft Fit (snow)= To xCD xCa xCMxCLxCLxCA xCx,xC, xCr = 1547 psi Mallowabl:=S, x Ed' (snow) = 1950 lbft> 1672 OR Roof (2) Trunnion Check Roof Framing = 2x6 Rafter @24'OC Timber Species = Doug Fir -Larch #2 Max Beam Span = 12.08k 1.12 b 1.50 in d 5.50 in Moment of Inertia, I, = 20.80 in Section Modulus, S, _ 7.56 in' Bending Stress, To = 900 psi Elastic Modulus, Emm = 580000 psi Sheer Stress, F✓ = 180 psi CD (Wind) CD (Snow) Cls CM ct Wood Adjustment Factors'. 1.60 1.15 1.12 1.00 1.00 CL Cr Cm Cl Cr 1.00 1.30 1.00 1.00 1.15 Roof(2) Framing Check Continued. Roof Distributed Load, wDL = 13 pit PV Tributary Width, ass, = 3.30 k PV Tributary Length, To, = 4.00 k PV Tributary Area, At = 13.20 k' PV Dead Point Load, Pit =Pros At = 38 lb Roof Distributed Load, wDL = 13 pit Load Case: 0.6DL+0.61V (CD =1.61 Footsore = 1 End =P,mxAt+0.6 x Po x cosl8) = 123 lb Mn(w�od_op) = 19416 -ft Fit (wind) To xCD xCa xCMxCLxCLxCA xCfuxC, xCr = 2411 psi Mauowam:=S,x To' (wind) = 1520 lbft> 194 OR Load Case: DL+0.6W ICD=1.61 Pdown=Pnmx At+Pit x cosl8) = 165 lb Mn(wiod_ao.,o) _ ]0116 -ft Fit (wind) To xCD xCa xCMxCtxCLxCA xCfuxC, xCr = 2411 psi Mauowam:=S,x To' (wind) = 1520 lbft> 701 OR Load Case: DL+0J510.6W1+OJ5S (CD =1.61 Roof Snow Distributed Load, wSL = 42 pit Psno.,=P:x At = 264 lb Mn(w�od_snow) = 1160 lbft Fit (wind) To xCD xCa xCMxCtxCLxCA xCfuxC, xCr = 2411 psi Mauowam:=S, x Ed' (snow) = 1520 lbft> 1160 OR 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 Address: 2955 Ward Ct Wheat Ridge, CO, 80215 5of5 Load Case: DL+S (CD =1.151 Roof Snow Distributed Load, wSL = 42 pit P,,,w-P:x At = 264 lb Mn(snow) = 1080 lbft To' (snow)- To xCo xCa xCMxRxQxCr xCk,xO xCr - 1733 psi Mauowabl:=S, x To' (snow) = 1092 lbft> 1080 OR Rafter Attachments. 0.6D+0.6W(Zone 21 Pupuk = At x Pnet Connector Uplift Calcify per Sna pNRa ck Test Results 5/16' Lag Screw Withdrawl Value Lag Screw Penetration Allowable Capacity with CD Seismic Check. 247 Ib Existing Dead Load. 60416 > 247 OR 266 lb/in Table 11.2A NDS 2.5 in = 42 Ib 1064 lb > 247 OR %increase=(W<mai+Wanrw)/Wm<ai 60542 "100%100%= 1.04% 59920 "The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. Limits of Scoue of Workand Liability We have based our structural capacity determination on applicable building codes, professional engineering inspection and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 Existing Dead Load. Solar Dead Load. Anom:xinmg = 2144 f6 Wpaod = 42 Ib Wrom:xinmg = 17152 lb Numpana = 12 Awau:,iniog = 3564 f6 Wpao:La< = 504 Ib Wwalle,iniog - 42768 lb Woos - 118 lb W<mai - 59920 lb Wanar - 622 lb %increase=(W<mai+Wanrw)/Wm<ai 60542 "100%100%= 1.04% 59920 "The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. Limits of Scoue of Workand Liability We have based our structural capacity determination on applicable building codes, professional engineering inspection and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 K.". MLMUum _ wpmeaummwinmememglwmixsp '°"rt'r=P^ i..vw�ar�.e.ImereNe�Mw'uornmormctMnolo6YMwreR, u.�crm.muer�+run.ary~ •mmi o_ssxnrnzs LONGI Solar M n MualMtlw IN W IM1 IMrepmllNarrtM wn u�n.e wa ie�q_m.imrnwiwr IM.rw.py.1/WmlwerererttlNMrerairt f n + MUMMpiYM�epYnMNnY.l dµ, mCMerereMq arrtw LONGI Solar M n LR6-60HPH 300-320M Units: mmlinch) Cell Orientation: 120 (6x20) L Junction Box: IP67, three diodes Width: ±2mm Height.+1mm Output Cable: 4mm2, 300mm in length LR6-60HPH 300-320M Units: mmlinch) Cell Orientation: 120 (6x20) Tolerance: to 0: 1-2mm Junction Box: IP67, three diodes Width: ±2mm Height.+1mm Output Cable: 4mm2, 300mm in length Pitch -w.. tlmm STC NOCT Glass:Singleglass e p 3.2mm coated tempered glass b Frame: Anodized aluminumallcyfiame A-" Weight: 18.9kg NOCT Dimension:1683x996x35mm m Packaging: 30pcs per pallet 305 180pcs per 2t7GP 310 780pcs per 417HC Operational Temperature: -40 C -+85 C Power Output Tolerance: 0 - +5 W Voc and Isc Tolerance: ±3% Maximum System Voltage: DC1500V (IEC/UL) Maximum Series Fuse Rating: 20A Nominal Operating Cell Temperature: 45±2 C Safety Class: Class II Fire Rating: UL type 4 Model Number LR6-60HPH-300M LR6-60HPH-305M LR6-60HPH-310M LR6-60HPH-315M LR6-60HPH-320M Testing Condition STC NOCT STC NOCT 1 STC NOCT 1 STC NOCT 1 STC 1 NOCT Maximum Power (Pmax/W) 300 222.2 305 225.9 310 229.6 315 233.4 320 237.1 Open Circuit Voltage (Voc/V) 39.8 1 37.1 40.1 1 37.4 40.3 1 37.7 40.6 1 37.9 40.9 1 38.2 Short Circuit Current (Isc/A) 9.70 1 7.82 9.78 1 7.88 9.86 1 7.94 9.94 1 8.01 10.02 1 8.08 Voltage at Maximum Power (Vmp/V) 32.9 1 i 30.4 33.1 1 i 30.6 33.3 1 i 30.8 33.7 1 i 31.1 1 33.9 1 31.3 Current at Maximum Power (Imp/A) 9.13 1 7.32 9.21 1 7.38 9.30 1 7.46 9.36 1 7.50 9.43 1 7.56 Module Efficiency(%) 17.9 18.2 18.5 18.8 19.1 STC (Standard Testing Conditions): Irradiance 1000W/m2, Cell Temperature 251C, Spectra at AM1.5 NOCT (Nominal Operating Cell Temperature): Irradiance 80OW/m2, Ambient Temperature 20 C, Spectra at AM1.5, Wind at 1m/S Temperature Coefficient of Isc Temperature Coefficient of Voc Temperature Coefficient of Pmax +0.057%/ C -0.286%/ C -0.370%/'C Current -Voltage Curve (LR6-60HPH-310M) 10 8 300 Incident lrr d.�00W/m' 6 Incident ".d.�00W/m' - Cell Temp=25°C v - Cell Temp=35°C Un 4 - Cell Temp=45°C 100 - Cell Temp=55°C 2 -Cell Temp=65°C 0 - Cell Temp=75°C 0 Voltage M 0 10 20 30 40 Voltage M Front Side Maximum Static Loading Rear Side Maximum Static Loading Hailstone Test Power -Voltage Curve (LR6-60HPH-310M) 350 Cell temp.=75°C -Incident laced. 1000W/m' 300 Incident lrr d.�00W/m' Incident ".d.�00W/m' 250 -Incident lrmd.=400W/m' Incident Irmd: 200W/ 200 `w 150 100 50 0 0 10 20 30 40 Voltage M 5400Pa 2400Pa 25mm Hailstone at the speed of 23m/s Current -Voltage Curve (LR6-60HPH-310M) 12 10 8 w 6 V 4 2 0 0 10 20 30 40 Voltage M CRY of Room 201, Building 8, SandhillPlaza, Lane 2290, Z Road, Pudong District,NG' Solar Tel:+86-21-61047332 Fax:+g6-21-61047377 E-mail: module@longi-silicon.com Facebook: www.facebook.com/LONGi Solar Note: Due to continuous technical innovation, R&D and improvement, technical data above mentioned may be of modification accordingly. LONGI Solar h such modification at anytime without further notice; Demanding party shall request for the latest datasheet for such as contract need, and make it a cons lawful documentation duly signed by both parties. V09 Data Sheet Enphase Microinverters Region: AMERICAS Enphase IQ7and IQ 7+ Microinverters The high-powered smart grid -ready Enphase IQ 7 MicroW and Enphase IQ 7+ MicroTM dramatically simplify the installation process while achieving the highest system efficiency. Part of the Enphase IQ System, the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ EnvoyTM, Enphase IQ BatteryTM, and the Enphase EnlightenTImonitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install • Lightweight and simple • Faster installation with improved, lighter two -wire cabling • Built-in rapid shutdown compliant (NEC 2014 & 2017) Productive and Reliable • Optimized for high powered 60 -cell and 72 -cell* modules • More than a million hours of testing • Class II double -insulated enclosure • UL listed Smart Grid Ready • Complies with advanced grid support, voltage and frequency ride -through requirements • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741 -SA) * The IQ 7+ Micro is required to support 72 -cell modules. To learn more about Enphase offerings, visit enphase.com EN PHAS E. Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA Module compatibility Maximum input DC voltage Peak power tracking voltage Operating range Min/Max start voltage Max DC short circuit current (module Ise) Overvoltage class DC port DC port backfeed current PV array configuration Peak output power Maximum continuous output power Nominal (LL)voltage/range' Maximum continuous output current Nominal frequency Extended frequency range AC short circuit fault current over 3 cycles Maximum units per 20 A (LL)branch circuit' Overvoltage class AC port AC port backfeed current IQ7-60-2-US IQ7PLUS-72-2-US 235 W-350 W+ 235 W-440 W+ 60 -cell PV modules only 48V 27V -37V 16V -48V 22V/48V 15A 0A 60 -cell and 72 -cell PV modules 60V 27V -45V 16V -60V 22V/60V 15A 0A 1 x 1 ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit 240 VA 290 VA Power Line Communication (PLC) 240 V / 208 V / 240 V / 208V / 211-264 V 183-229V 211-264 V 183-229 V 1.0 A (240 V) 1.15 A (208 V) 1.21 A (240 V) 1.39 A (208 V) 60 Hz 60 Hz - 47 - 68 Hz 47 - 68 Hz 5.8 Arms 5.8 Arms L 16 (240 VAC) 13 (208 VAC) 13 (240 VAC) 11 (208 VAC) 0A 0A Power factor setting 1.0 1.0 Power factor (adjustable) 0.85 leading... 0.85 lagging 0.85 leading... 0.85 lagging EFFICIENCY @240 V @208 V @240 V @208 V 97.6% 97.6% 97.5% 97.3% CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA Ambient temperature range Relative humidity range Connector type (IQ7-60-2-US & IQ7PLUS-72-2-US) Dimensions(WxHxD) Weight Cooling Approved for wet locations Pollution degree Enclosure -40°C to +65°C 4% to 100% (condensing) MC4 (or Amphenol H4 UTX with additional Q -DCC -5 adapter) 212 mm x 175 mm x 30.2 mm (without bracket) 1.08 kg (2.38 lbs) Natural convection - No fans Yes PD3 Class II double -insulated, corrosion resistant polymeric enclosure Environmental category / UV exposure rating NEMA Type 6 / outdoor FEATURES Communication Power Line Communication (PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load -break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741 -SA) UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES -0003 Class B, CAN/CSA-C22.2 NO. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC -2014 and NEC -2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according manufacturer's instructions. 1. No enforced DC/AC ratio. See the compatibility calculator at runs '//enphase com/en-us/support/module-compatibility. 2. Nominal voltage range can be extended beyond nominal if required bythe utility 3. Limits may vary Referto local requirementsto define the number of microinverters per branch in your area. To learn more about Enphase offerings, visit enphase.com E v OO 2019 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc. 2019-326 Data Sheet Enphase Networking Enphase IQ Combiner 3C (X-IQ-AM1-240-3C) U� LISTED learn more about Enphase offerings, visit enphase.com The Enphase IQ Combiner 3CTM with Enphase IQ EnvoyTM and integrated LTE -M cell modem with 5 -year data plan consolidates interconnection equipment into a single enclosure and streamlines PV and storage installations by providing a consistent, pre- wired solution for residential applications. It offers up to four 2 -pole input circuits and Eaton BR series busbar assembly. Smart • Includes IQ Envoy for communication and control • Includes LTE -M cell modem and 5 -year data plan • Flexible networking supports Wi-Fi, Ethernet, or cellular • Optional AC receptacle available for PLC bridge • Provides production metering and optional consumption monitoring Simple • Reduced size from previous combiner • Centered mounting brackets support single stud mounting • Supports back and side conduit entry • Up to four 2 -pole branch circuits for 240 VAC plug-in breakers (not included) • 80 A total PV or storage branch circuits Reliable • Durable NRTL-certified NEMA type 3R enclosure • Five-year warranty • UL listed CRYof a Enphase IQ Combiner 3C MODEL NUMBER IQ Combiner 3C X-IQ-AM1-240-3C IQ Combiner 3C with Enphase IQ Envoy- printed circuit board for integrated revenue grade PV production metering (ANSI C12.20 +/-0.5 0) and optional* consumption monitoring (+/-2.5 0). Includes Enphase Mobile Connect LTE -M cell modem and 5 -year data plan. A Plug -and -play industrial -grade cellular modem with data plan for systems up to 60 microinverters. (Available in the US, Canada, Mexico, Puerto Rico, and the US Virgin Islands, where there is adequate cellular service in the installation area.) ACCESSORIES and REPLACEMENT PARTS (not included, order separately) Consumption Monitoring* CT CT -200 -SPLIT Split core current transformers enable whole home consumption metering (+/- 2.5%). Circuit Breakers Supports Eaton BR210, BR215, BR220, BR230, BR240, BR250, and BR260 circuit breakers. BRK-10A-2-240 Circuit breaker, 2 pole, 10A, Eaton BR210 BRK-15A-2-240 Circuit breaker, 2 pole, 15A, Eaton BR215 BRK-20A-2P-240 Circuit breaker, 2 pole, 20A, Eaton BR220 EPLC-01 _ Power line carrier (communication bridge pair), quantity 2 XA-PLUG-120-3 Accessory receptacle for Power Line Carrier in IQ Combiner 3C (required for EPLC-01) XA-ENV-PCBA-3 Replacement IQ Envoy printed circuit board (PCB) for Combiner 3C ELECTRICAL SPECIFICATIONS 80A of distributed generation / 90A with IQ Envoy breaker included Rating Continuous duty System voltage 120/240 VAC, 60 Hz Eaton SR series busbar rating 125 A Max. continuous current rating (output to grid) 65A Max. fuse/circuit rating (output) 90A ' Branch circuits (solar and/or storage) Up to four 2 -pole Eaton BR series Distributed Generation (DG) breakers only (not included) Max. continuous current rating (input from PV) 64A Max. total branch circuit breaker rating (input) 80A of distributed generation / 90A with IQ Envoy breaker included Production Metering CT 200 A solid core pre-installed and wired to IQ Envoy MECHANICAL DATA Dimensions (WxHxD) 37.5 x 49.5 x 16.8 cm (14.75" x 19.5" x 6.63"). Height is 21.06" (53.5 cm) with mounting brackets. Weight 7.5 kg (16.5 lbs) Ambient temperature range -40° C to +46° C (400 to 115° F) Cooling Natural convection, plus heat shield Enclosure environmental rating Outdoor, NRTL-certified, NEMA type 3R, polycarbonate construction Wire sizes 20 A to 50 A breaker inputs: 14 to 4 AWG copper conductors • 60 A breaker branch input: 4 to 1/0 AWG copper conductors • Main lug combined output: 10 to 2/0 AWG copper conductors • Neutral and ground: 14 to 1/0 copper conductors Always follow local code requirements for conductor sizing. Altitude To 2000 meters (6,560 feet) INTERNET CONNECTION OPTIONS Integrated Wi-Fi 802.11b/g/n Ethernet Optional, 802.3, Cat5E (or Cat 6) UTP Ethernet cable (not included) Cellular Optional, CELLMODEM-01 (3G) or CELLMODEM-03 (4G) or CELLMODEM-M1 (4G based LTE -M) (not included) COMPLIANCE Compliance, Combiner UL 1741 CAN/CSA C22.2 No. 107.1 47 CFR, Part 15, Class B, ICES 003 Production metering: ANSI C12.20 accuracy class 0.5 (PV production) Compliance, IQ Envoy UL 60601-1/CANCSA 22.2 No. 61010-1 * Consumption monitoring is required for Enphase Storage Systems. To learn more about Enphase offerings, visit enphase.com 002019 Enphase Energy- All rights reserved- All trademarks or brands in this document are registered bytheir respective owner 2019-05-31 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE # DESCRIPTION • SYSTEM SIZE: 3780W DC, 2880W AC • ALL WORK SHALL COMPLY WITH 2018 IRC/IBC/IEBC, MUNICIPAL CODE, AND ALL — SOLAR MODULES PV-1.0 COVER SHEET • MODULES: (12) LONGI GREEN ENERGY TECHNOLOGY CO MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCE PV-2.0 SITE PLAN LTD: LR6-60HPH-315M • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017. • INVERTERS: (12) ENPHASE ENERGY: IQ7-60-2-US • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017. PV-3.0 LAYOUT • RACKING: SNAPNRACK RLU; RL UNIVERSAL, SPEEDTRACK, • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL PV-3.1 MOUNTING DETAIL SEE DETAIL SNR-DC-00436 GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SNR MOUNT SP SUB-PANEL • PV-3.2 RUC.UPGRADES SNR MOUNT &SKIRT PV-4.0 ELECTRICAL . City of _COMMW heat • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II lc1,C UNrrY DUELOPMENT MODULES, ARE CLASS A FIRE RATED. LC PV LOAD CENTER CHIMNEY ® PV-5.0 SIGNAGE • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL APPROVED CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). SM SUNRUN METER LA ATTIC VENT Reviewed for Code Compliance • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • 9.94 AMPS MODULE SHORT CIRCUIT CURRENT. FLUSH ATTIC VENT 112222�) • 15.53 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)]. PM DEDICATED PV METER Plans Examiner Date PV INSTALLATION COMPLIES WITH THE NEC 2017 ARTICLE 690.12(B)(2). o PVC PIPE VENT CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE vetw of ermy:Theusrameafop~wopprovavojpknsspec4katrons LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION INV INVERTER(S) METAL PIPE VENT a1d Gvmparahom shag int be o permit pr, w ort approvaw uf, any warcbon m any of the prowsfam at Me badding code or of air qty aedutonces. Permbs ® T-VENT presuming to gwe autwfy to wowae or morel the pmMiaAs of Me soft AC AC DISCONNECT(S) md"Or0Merwdrnft-M C/ McGtyshah notbewNd L___j SATELLITE DISH DC DC DISCONNECT(S) FIRE SETBACKS CB 0 COMBINER BOX '.Qi< HARDSCAPE F_ __1 INTERIOR EQUIPMENT —PL— PROPERTY LINE Approval Notes: L J SHOWN AS DASHED SCALE: NTS 1) PN array system to have grounding system installed per Part III of A AMPERE Article 250 per 2017 NEC Article 690.47(A). s u n ru n 2) If LIFER ground in not available provide or verify supplemental AC ALTERNATING CURRENT ground rods per 2017 NEC Article 250.53(A)(3). AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP 3) Natural Gas & Cold Water bonding per 2017 NEC Article 250.104(8) COMP COMPOSITION EC #7080, ME #600088 DC DIRECT CURRENT a r,lejgck Wire S Splhts� ©cniporle Mealwn Ct,lt �^°" - (E) EXISTING 5525 W 56TH AVE, ARVADA, CO 80002 ESS ENERGY STORAGE SYSTEM PHONE 805 540 7631 _ phfl05669 Starbucks© King S..D,,a Fuel Center EXT EXTERIOR FAX0 INT INTERIOR CUSTOMER RESIDENCE: 32nd Ave W32ntl Ave W32ntl Ave r w f T LBW LOAD BEARING WALL LOIS MCHUGH walgreenav s n - watAn n '. MAG MAGNETIC 2955 WARD CT, WHEAT RIDGE, MSP MAIN SERVICE PANEL CO, 80215 od . (N) NEW ® v ryi-race Dell NTS NOT TO SCALE TEL. (330) 933-4125 w,om°' oa a°rFe$r°aeg°� •2955 WardOerrt OC ON CENTER APN #: 32170 PRE-FAB PRE-FABRICATED A PSF POUNDS PER SQUARE FOOT PROJECT NUMBER: e° A,Det,eld-fi+ tl PV PHOTOVOLTAIC 501 R-955MCHU Ker�eys geek Taft Park 11 TL TRANSFORMERLESS DESIGNER: (415) 580-6920 ex AapleWeoe Place eewoAaAtedo IhgO ,1 TYP TYPICAL 8 ene(ar smau,h �. V VOLTS BRIAN CALDERON Park -- W 2711, _ W WATTS SHEET REV NAME DATE COMMENTS AW gat® �enverTu„0 ®TheConShlEaled _ lex wager COVER SHEET iar,ioal com¢eny. 6 _ nee wxernn.a e W26th Ave Meeavete REV: A4 10/13/2020 Q'3lh fire R ® o QArgals VdtBPOWs N eFringe Chur[hp PAGE PV-1.0 w_3N Pi ARRAY TRUE MAG PV AREA SITE PLAN - SCALE = 3132" = 1'-0" PITCH AZIM AZIM (SOFT) ®PL PL PL PL PL PL PL PL AR -01 16° 269° 260° 108.3 AR -02 16° 179° 170° 108.3 d L d L (E) RESIDENCE (N) ARRAY AR -01 L CRY of �n d ® ° sunrun ° .. d LC O MP SE a °o d ° a° EC #7080, ME #600088 a a d j 5525E 805540AVE ,ARVAOA,co e0002 d ° PHONE 805540 7631 d d ' O Q FAX 0 d CUSTOMER RESIDENCE: LOIS MCHUGH 8 n a d 2955 WARD CT, WHEAT RIDGE, CO, 80215 ° d ° ° ° TEL. (330) 933-4125 d d d ° ° .� a .d' .d ° � APN#:32170 °d PROJECT NUMBER: (E)SKYLIGHT d m d ° 501R-955MCHU PL PL PL PL PL PL PL PL DESIGNER: (415) 580-6920 ex3 BRIAN CALDERON FIRE SETBACKS SHEET FIRE SETBACKS (3' TYP) SITE PLAN (18" TYP) (N) ARRAY AR -02 REV: A4 10/13/2020 PAGE PV -2.0 ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Max OC Max Landscape Max Landscape Max Portrait Max Portrait MAX DISTRIBUTED LOAD: 3 PSF Name Type Height Type Detail Configuration Span Spacing OC Spacing Overhang OC Spacing Overhang SNOW LOAD: 30 PSF WIND SPEED: AR -01 COMP SHINGLE -RLU 1 -Story 2X6 RAFTERS 14' - 2" 24" RL UNIVERSAL, SPEEDTRACK, SEE DETAIL 4' - 0" 2' - 0" 4' - 0" 1' - 4" STAGGERED 105 MPH 3 -SEC GUST. SNR -DC -00436 S.S. LAG SCREWS: AR -02 COMP SHINGLE - RLU 1 -Story 2X6 RAFTERS 12' - 1" 24" RL UNIVERSAL, SPEEDTRACK, SEE DETAIL 4' - 0" 2' - 0" 4' - 0" 1' - 4" STAGGERED 5/16": 2.5" MIN EMBEDMENT SNR -DC -00436 STRUCTURAL NOTES: • INSTALLERS TO VERIFY D1 -AR-01 -SCALE: 1/8" = V-0" RAFTER SIZE, SPACING AND PITCH: 16° 1 SISTERING REQUIRED SLOPED SPANS, AND NOTIFY AZIM: 269° PV -3. UNDER PV ARRAY E.O.R. OF ANY DISCREPANCIES BEFORE PROCEEDING. k 25'-9" 11'-1" 30'-5" • IF ARRAY (EXCLUDING SKIRT) IS WITHIN 12" BOUNDARY 3' REGION OF ANY ROOF PLANE EDGES (EXCEPT VALLEYS), Ll Ll THEN ATTACHMENTS NEED TO BE ADDED AND OVERHANG REDUCED WITHIN 9'-11" THE 12" BOUNDARY REGION - 4' TYP - ONLY AS FOLLOWS: 41-511 •• ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS TO BE REDUCED BY 25% 3'-11" 41-111 •• ALLOWABLE OVERHANG 11 INDICATED ON PLANS TO BE REDUCED BY 25% 40'-4" k D2 - AR -02 - SCALE: 1/8" = V-0" PITCH: 16° s u n r u n AZIM: 179° EC #7080, ME #600088 5525 w 56TH AVE, ARVADA, CO 80002 14'-4" 16'-8" —3'— PHONE 805 540 7631 FAX CUSTOMER RESIDENCE: 31 oPPMosS�2sF 2955 WARD CT, WHEAT RIDGE, 0 % 0. CO, 80215 91-711 - 41 TY - •Q 6'-7" 47••• 5•• EL. (330) 933-4125 iPN q • #: 32170 OFFSS/ONAIE PROJECT CT NUMBER 5' DESIGNER: (415)580-6920 ex3 Digitally Signed: 102020 CRY of BRIAN CALDERON -� 3'-2" - - 3'-1" }- SHEET sd LAYOUT REV: A4 10/13/2020 PAGE PV -3.0 SNAPNRACK RL UNIVERSAL FLASHTRACK COMP MOUNTING EMBED 016" UMBRELLA LAG SCREW 2-1/2" INTO THE ROOF STRUCTURAL MEMBER/ RAFTER FOR TORQUE SPECIFICATIONS SEE INSTALLATION MANUAL 0. 6" S.S. UM BRELL LAG SCREW 2-&- MINIMUM EMBEDMENT FLASHTRACK COMP COMP FLASHING SLIP FLASHING UNDER SHINGLE ABOVE ROOF RAFTER (TYPE ROOF ATTACHMENTS SHALL BE EMBEDDED INTO ROOF RAFTERS OR OTHER STRUCTURAL MEMBERS A" S.S. UMBRELLA LA COMP FLASHING (HATCHED) ROOF SHEATHING, UNDERLAYMENT, AND ROOFING MATERIAL (TYP.) ROOFING MATERIAL :ELLA GASKET )ED GRAY) FLASHING SHOULD NOT EXTEND PAST END OF SHINGLE COURSE INTO RAFTER OR STRUCTURAL MEMBER REVISION: 1 5/1/2019 NEW DETAIL DR COMPLETED INSTALLATION SECTION VIEW FLASH TRACK SHOULD BE INSTALLED PARALLEL TO RAFTER COMPLETED INSTALLATION Digitally Signed: 102020 ����� ���� SUDfoo South LLC DESIGNER: B.PETERSON SCALE: NTS DRAWING NUMBER: DESCRIPTION REV: `"`)580 °'�°�` RL UNIVERSAL, ATTACHMENT DETAIL, °"`�°"'°tea®°�"'�°"'°�a� DRAFTER: D.RYAN SNR -DC -00369 Solar Mounting SOIUtIOnS DATE: 5/1/2019 FLASHTRACK ON COMP 9 APPROVED BY: B.PETERSON sunrun EC #7080, ME #600088 5525 W 50TH AVE, ARVADA, CO 80002 PHONE 805 540 7631 FAX 0 CUSTOMER RESIDENCE: LOIS MCHUGH 2955 WARD CT, WHEAT RIDGE, �CO, 80215 EL. (330) 933-4125 PN #: 32170 PROJECT NUMBER: 501 R-955MCHU DESIGNER: (415) 580-6920 ex3 BRIAN CALDERON SHEET MOUNTING DETAIL REV: A4 10/13/2020 PAGE PV -3.1 NOTES: 1. PROVIDE (N) "B" SISTERED RAFTERS TO (E) RAFTER, SEE DETAILS. 2. ATTACH (N) SISTER TO (E) MEMBER w/ ATTACHMENT (SEE SCHEDULE) STAGGERED ALONG SPAN w/ 1" EDGE DISTANCE AND (6) AT EACH END w/ 1" EDGE DISTANCE. 3. SINGLE SISTER MEMBER IS ACCEPTABLE IF SINGLE SISTER LENGTH MATCHES THE MINIMUM SISTER LENGTH. 4. SISTERING TO BE CENTERED ON E MEMBER SPAN. �M�N�MUM S\ � GR ATTACHMENT TYPE PER TABLE 2 SCHEDULE 1.3 1.2 1.2 . *11 \ 1.3 r - — — — — — — — — — — — — — — — — — — — — — — I (E) CEILING JOIST (E) BEARING WALL ISELEVATION VIEW i.i SCALE: NTS (N) SISTER RAFTER II i 'T •. •' •� J / 1000, \ (N) "B" SISTER • I • � \ • 7 000, / \ �f END CONDITION (TYP.) PER TABLE 2 SCHEDULE (E) RAFTER STERING DETAILS NTS ISTOP VIEW 1.L SCALE: NTS ATTACHMENT PER TABLE 2 SCHEDULE ADD (N) "B" EA SIDE SEE SCHEDULE FOR ATTACHMENT AND LUMBER TYPE L - 1.3 SECTION SCALE: NTS NOTES: SEE SECTION 1.1 FOR ATTACHMENT NOTES TABLE 1: ACCEPTABLE MIN. LUMBER TYPE LUMBER SPECIES & GRADE MIN. BENDING Fb (psi) DOUG FIR -LARCH #2 900 SOUTHERN PINE #1 1000 HEM -FIR #2 850 SPRUCE PINE FIR #2 875 TABLE 2: ACCEPTABLE ATTACHMENT SCHEDULE CALLOUT VARIABLE FIELD 2x6 OPTION TYPE SPACING #AT END ,,Avg SIMPSON SDWS 1 TIMBER SCREW 12" OC 6 2 COMMON 10d 6" OC 6 TABLE 3: UPGRADE SPECIFICATIONS CALLOUT VARIABLE RAFTER SIZE "B" 2x6 MIN. SISTER LENGTH ,CIA 12'-0" Digitally Signed: 102020 120/240 VAC SINGLE PHASE SERVICE (N) 20A - GROUND SQUARED 20A BREAKER [A] PV BREAKER AT DU221 RB 20A BREAKER [B] OPPOSITE END 3R, 30A,2P OF BUSBAR 120/240VAC [MAX 10' FROM UTILITY METER] [READILY ACCESSIBLE MEANS FOR RAPID SHUT DOWN] CONDUIT SCHEDULE M O METER XCEL D2208320 CONDUCTOR NEUTRAL GROUND 1 UTILITY (2) 12 AWG PER ENPHASE Q NONE (1) 10 AWG BARE COPPER 33.7 V SHORT CIRCUIT CURRENT: CABLE BRANCH GRID 2 3/4" EMT OR EQUIV. (2) 12 AWG PER ENPHASE Q NONE (1) 8 AWG THHN/THWN-2 CABLE BRANCH 1 EXISTING 3 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 200A MAIN BREAKER N125A ENPHASE I () Q fid fid fid (12) LONGI GREEN ENERGY f f +� f TECHNOLOGY CO LTD: T AC COMBINER BOX LR6-60HPH-315M MODULES WITH INTEGRATED AND MICRO -INVERTER CRynf EXISTING [VISIBLE OPEN] 10A ENVOY BREAKER PAIRS 200A (N) LOCKABLE 3CX-IQ-AM1-240-3C (12) ENPHASE ENERGY: a MAIN BLADE TYPE IQ7-60-2-US FACILITY PANEL AC DISCONNECT JUNCTION BOX _ _ _ ���^ LOADS 3 3 � 2 OR EQUIVALENT 1 "' "' '^ (1) BRANCH OF (6) MICRO -INVERTERS [A] - (1) BRANCH OF (6) MICRO -INVERTERS [B] Approved as Noted (N) 20A - GROUND SQUARED 20A BREAKER [A] PV BREAKER AT DU221 RB 20A BREAKER [B] OPPOSITE END 3R, 30A,2P OF BUSBAR 120/240VAC [MAX 10' FROM UTILITY METER] [READILY ACCESSIBLE MEANS FOR RAPID SHUT DOWN] CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (2) 12 AWG PER ENPHASE Q NONE (1) 10 AWG BARE COPPER 33.7 V SHORT CIRCUIT CURRENT: CABLE BRANCH 2 3/4" EMT OR EQUIV. (2) 12 AWG PER ENPHASE Q NONE (1) 8 AWG THHN/THWN-2 CABLE BRANCH 3 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 MODULE CHARACTERISTICS LONGI GREEN ENERGY TECHNOLOGY CO LTD: LR6-60HPH-315M: 315 W OPEN CIRCUIT VOLTAGE: 40.6 V MAX POWER VOLTAGE: 33.7 V SHORT CIRCUIT CURRENT: 9.94 A Approval Notes: 1) PN array system to have grounding system installed per Part III of Article 250 per 2020 NEC Article 690.47(A). 2) If UFER ground in not available provide or verify supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) NOTES TO INSTALLER: • ADD 20 AMP PV BREAKER TO MAIN PANEL. • BRANCH [A] MUST BE CENTER -FED. MAX SUB -BRANCH LENGTH = 11 • FIELD SPLICE WIRE TO APPROPRIATE SIZE FOR MANUFACTURE TERMINATION SPECIFICATIONS WHEN NEEDED. • WIRE UPSIZE AT TIME OF INSTALLATION IS PERMISSIBLE. &WARNING d ELECTRICAL SHOCK HAZARD TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: I NVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL (IF APPLICABLE). PER CODE(S): NEC 2020: 690.13(B), NEC 2017: 690.13(B), NEC 2014: 690.17(E), NEC 2011: 690.17(4) &WARNING PHOTOVOLTAIC SYSTEM COMBINER PANEL DO NOT ADD LOADS LABEL LOCATION: PHOTOVOLTAIC AC COMBINER (IF APPLICABLE). PER CODE(S): CEC 2019: 705.12(13)(2)(3)(c), NEC 2017: 705.12(13)(2)(3)(c), NEC 2014: 705.12(D)(2)(3)(c), NEC 2011: 705.12(D)(4) LABEL LOCATION: UTILITY SERVICE ENTRANCE/METER, INVERTER/DC DISCONNECT IF REQUIRED BY LOCAL AHJ, OR OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ. PER CODE(S): CEC 2019: 690.56(C)(3), NEC 2017: 690.56(C)(3), NEC 2014: 690.12, NEC 690.56, IFC 2012: 605.11.1, IFC 2018: 1204.5.3, CFC 2019: 1204.5.3 &WARNING POKIER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL LOCATION: ADJACENT TO PV BREAKER AND ESS OCPD (IF APPLICABLE). PER CODE(S): NEC 2020: 705.12(B)(3)(2), CEC 2019: 705.12(13)(2)(3)(b), NEC 2017: 705.12(13)(2)(3)(b), CEC 2019:705.12(B)(3), NEC 2017: 705.12(B)(3), NEC 2014: 705.12(B)(3), NEC 2011: 705.12(D)(7) LABEL LOCATION: INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, AT EACH TURN, ABOVE AND BELOW PENETRATIONS, 3 ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE(S): NEC 2017: 690.31(G)(3), 690.31(G)(4), NEC 2014: 690.31(G)(3), 690.31(G)(4), NEC 2011: 690.31(E)(3), 690.31(E)(4), IFC2012:605.11.1.4 LABEL LOCATION: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE(S): CEC 2019: 690.54, NEC 2017: 690.54, NEC 2014: 690.54, NEC 2011: 690.54 4" SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF' POSMON TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. LABEL LOCATION: ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. PER CODE(S): NEC 2020: 690.56(C), NEC 2017: 690.56(C)(1)(a) NOTES AND SPECIFICATIONS: • SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ. • SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS, COLORS AND SYMBOLS. • LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN. • LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. • SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. • DO NOT COVER EXISTING MANUFACTURER LABELS. CAUTION: POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN SOLAR PANELS AND �I MICROINVERTERS ON ROOF SERVICE ENTRANCE AC DISCONNECT PV LOAD CENTER 2955 WARD CT, WHEAT RIDGE, CO, 80215 K.". MLMUum _ wpmeaummwinmememglwmixsp '°"rt'r=P^ i..vw�ar�.e.ImereNe�Mw'uornmormctMnolo6YMwreR, u.�crm.muer�+run.ary~ •mmi o_ssxnrnzs LONGI Solar M n MualMtlw IN W IM1 IMrepmllNarrtM wn u�n.e wa ie�q_m.imrnwiwr IM.rw.py.1/WmlwerererttlNMrerairt f n + MUMMpiYM�epYnMNnY.l dµ, mCMerereMq arrtw LONGI Solar M n 996 8 g 0 � 955 L Junction Box: IP67, three diodes Width: ±2mm Height:±lmm Output Cable: 4mm2, 300mm in length LR6-60HPH 300-320M Units: mmlinch) Cell Orientation: 120 (6x20) Tolerance: to 0: 1-2mm Junction Box: IP67, three diodes Width: ±2mm Height:±lmm Output Cable: 4mm2, 300mm in length Pitch -w.. tlmm STC NOCT Glass:Singleglass 9 p 3.2mm coated tempered glass b Frame: Anodized aluminumalloyfiame A-" Weight: 18.9kg NOCT Dimension:1683x996x35mm m Packaging: 30pcs per pallet 305 180pcs per 2t7GP 310 780pcs per 417HC Operational Temperature: -40 C -+85 C Power Output Tolerance: 0 - +5 W Voc and Isc Tolerance: ±3% Maximum System Voltage: DC1500V (IEC/UL) Maximum Series Fuse Rating: 20A Nominal Operating Cell Temperature: 45±2 C Safety Class: Class II Fire Rating: UL type 4 Model Number LR6-60HPH-300M LR6-60HPH-305M LR6-60HPH-310M LR6-60HPH-315M LR6-60HPH-320M Testing Condition STC NOCT STC NOCT 1 STC NOCT 1 STC NOCT 1 STC 1 NOCT Maximum Power (Pmax/W) 300 222.2 305 225.9 310 229.6 315 233.4 320 237.1 Open Circuit Voltage (Voc/V) 39.8 1 37.1 40.1 1 37.4 40.3 1 37.7 40.6 1 37.9 40.9 1 38.2 Short Circuit Current (Isc/A) 9.70 1 7.82 9.78 1 7.88 9.86 1 7.94 9.94 1 8.01 10.02 1 8.08 Voltage at Maximum Power (Vmp/V) 32.9 1 i 30.4 33.1 1 i 30.6 33.3 1 i 30.8 33.7 1 i 31.1 1 33.9 1 31.3 Current at Maximum Power (Imp/A) 9.13 1 7.32 9.21 1 7.38 9.30 1 7.46 9.36 1 7.50 9.43 1 7.56 Module Efficiency(%) 17.9 18.2 18.5 18.8 19.1 STC (Standard Testing Conditions): Irradiance 1000W/m2, Cell Temperature 251C, Spectra at AM1.5 NOCT (Nominal Operating Cell Temperature): Irradiance 80OW/m2, Ambient Temperature 20 C, Spectra at AM1.5, Wind at 1m/S Temperature Coefficient of Isc Temperature Coefficient of Voc Temperature Coefficient of Pmax +0.057%/ C -0.286%/ C -0.370%/'C Current -Voltage Curve (LR6-60HPH-310M) 10 8 6 - Cell Temp=25°C - Cell Temp=35°C v V 4 - Cell Temp=45°C - Cell Temp=55°C 2 - Cell Temp=65°C - Cell Temp=75°C 0 0 10 20 30 40 Voltage M Front Side Maximum Static Loading Rear Side Maximum Static Loading Hailstone Test Power -Voltage Curve (LR6-60HPH-310M) 350 Cell remp.=25°C -Incident Irrad-1 000W/m' 800 Incident lrrdd.�00w/m' Incident Irrdd.�00W/m' 250 -Incident lrmd.=400W/m' Incident Irrad. 200W/ 200 `w 150 100 50 0 0 10 20 30 40 Voltage M 5400Pa 2400Pa 25mm Hailstone at the speed of 23m/s Current -Voltage Curve (LR6-60HPH-310M) 12 Celltemp�25°C 10 Incident Irrad. 1000W/m' 8 Incident Irrad: 800W/m' 6 Incident lrmd�600I v U 4 Incident lrradI 2 Incident Irrad_ 200W/m' 0 0 10 20 30 40 Voltage M ft -m LONGI Solar Room 201, Building 8, Sandhill Plaza, Lane 2290, Zuchongzhi Road, Pudong District Tel:+86-21-61047332 Fax:+86-21-61047377 E-mail: module@longi-silicon.corr Facebook: www.facebook.com/LONGi Solar Note: Due to continuous technical innovation, R&D and improvement, technical data above mentioned may be of modification accordingly. LONGI Solar h such modification at anytime without further notice; Demanding party shall request for the latest datasheet for such as contract need, and make it a con! lawful documentation duly signed by both parties. Data Sheet Enphase Microinverters Region: AMERICAS Enphase IQ7and IQ 7+ Microinverters To learn more about Enphase offerings, visit enphase.com CRY of The high-powered smart grid -ready Enphase IQ 7 MicroW and Enphase IQ 7+ MicroTM dramatically simplify the installation process while achieving the highest system efficiency. Part of the Enphase IQ System, the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ EnvoyTM, Enphase IQ BatteryTM, and the Enphase EnlightenTImonitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install • Lightweight and simple • Faster installation with improved, lighter two -wire cabling • Built-in rapid shutdown compliant (NEC 2014 & 2017) Productive and Reliable • Optimized for high powered 60 -cell and 72 -cell* modules • More than a million hours of testing • Class II double -insulated enclosure • UL listed Smart Grid Ready • Complies with advanced grid support, voltage and frequency ride -through requirements • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741 -SA) * The IQ 7+ Micro is required to support 72 -cell modules. n., ENPHASE. Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA Module compatibility Maximum input DC voltage Peak power tracking voltage Operating range Min/Max start voltage Max DC short circuit current (module Ise) Overvoltage class DC port DC port backfeed current PV array configuration Peak output power Maximum continuous output power Nominal (LL)voltage/range' Maximum continuous output current Nominal frequency Extended frequency range AC short circuit fault current over 3 cycles Maximum units per 20 A (LL)branch circuit' Overvoltage class AC port AC port backfeed current IQ7-60-2-US IQ7PLUS-72-2-US 235 W-350 W+ 235 W-440 W+ 60 -cell PV modules only 48V 27V -37V 16V -48V 22V/48V 15A 0A 60 -cell and 72 -cell PV modules 60V 27V -45V 16V -60V 22V/60V 15A 0A 1 x 1 ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit 240 VA 290 VA Power Line Communication (PLC) 240 V / 208 V / 240 V / 208V / 211-264 V 183-229V 211-264 V 183-229 V 1.0 A (240 V) 1.15 A (208 V) 1.21 A (240 V) 1.39 A (208 V) 60 Hz 60 Hz - 47 - 68 Hz 47 - 68 Hz 5.8 Arms 5.8 Arms L 16 (240 VAC) 13 (208 VAC) 13 (240 VAC) 11 (208 VAC) 0A 0A Power factor setting 1.0 1.0 Power factor (adjustable) 0.85 leading... 0.85 lagging 0.85 leading... 0.85 lagging EFFICIENCY @240 V @208 V @240 V @208 V 97.6% 97.6% 97.5% 97.3% CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA Ambient temperature range Relative humidity range Connector type (IQ7-60-2-US & IQ7PLUS-72-2-US) Dimensions(WxHxD) Weight Cooling Approved for wet locations Pollution degree Enclosure -40°C to +65°C 4% to 100% (condensing) MC4 (or Amphenol H4 UTX with additional Q -DCC -5 adapter) 212 mm x 175 mm x 30.2 mm (without bracket) 1.08 kg (2.38 lbs) Natural convection - No fans Yes PD3 Class II double -insulated, corrosion resistant polymeric enclosure Environmental category / UV exposure rating NEMA Type 6 / outdoor FEATURES Communication Power Line Communication (PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load -break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741 -SA) UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES -0003 Class B, CAN/CSA-C22.2 NO. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC -2014 and NEC -2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according manufacturer's instructions. 1. No enforced DC/AC ratio. See the compatibility calculator at runs '//enphase com/en-us/support/module-compatibility. 2. Nominal voltage range can be extended beyond nominal if required bythe utility 3. Limits may vary Referto local requirementsto define the number of microinverters per branch in your area. To learn more about Enphase offerings, visit enphase.com OO 2019 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc. 2019-326 Data Sheet Enphase Networking Enphase IQ Combiner 3C (X-IQ-AM1-240-3C) U� LISTED learn more about Enphase offerings, visit enphase.com The Enphase IQ Combiner 3CTM with Enphase IQ EnvoyTM and integrated LTE -M cell modem with 5 -year data plan consolidates interconnection equipment into a single enclosure and streamlines PV and storage installations by providing a consistent, pre- wired solution for residential applications. It offers up to four 2 -pole input circuits and Eaton BR series busbar assembly. Smart • Includes IQ Envoy for communication and control • Includes LTE -M cell modem and 5 -year data plan • Flexible networking supports Wi-Fi, Ethernet, or cellular • Optional AC receptacle available for PLC bridge • Provides production metering and optional consumption monitoring Simple • Reduced size from previous combiner • Centered mounting brackets support single stud mounting • Supports back and side conduit entry • Up to four 2 -pole branch circuits for 240 VAC plug-in breakers (not included) • 80 A total PV or storage branch circuits Reliable • Durable NRTL-certified NEMA type 3R enclosure • Five-year warranty • UL listed n ENPHASE. Enphase IQ Combiner 3C MODEL NUMBER IQ Combiner 3C X-IQ-AM1-240-3C IQ Combiner 3C with Enphase IQ Envoy- printed circuit board for integrated revenue grade PV production metering (ANSI C12.20 +/-0.5 0) and optional* consumption monitoring (+/-2.5 0). Includes Enphase Mobile Connect LTE -M cell modem and 5 -year data plan. A Plug -and -play industrial -grade cellular modem with data plan for systems up to 60 microinverters. (Available in the US, Canada, Mexico, Puerto Rico, and the US Virgin Islands, where there is adequate cellular service in the installation area.) ACCESSORIES and REPLACEMENT PARTS (not included, order separately) Consumption Monitoring* CT CT -200 -SPLIT Split core current transformers enable whole home consumption metering (+/- 2.5%). Circuit Breakers Supports Eaton BR210, BR215, BR220, BR230, BR240, BR250, and BR260 circuit breakers. BRK-10A-2-240 Circuit breaker, 2 pole, 10A, Eaton BR210 BRK-15A-2-240 Circuit breaker, 2 pole, 15A, Eaton BR215 BRK-20A-2P-240 Circuit breaker, 2 pole, 20A, Eaton BR220 EPLC-01 _ Power line carrier (communication bridge pair), quantity 2 XA-PLUG-120-3 Accessory receptacle for Power Line Carrier in IQ Combiner 3C (required for EPLC-01) XA-ENV-PCBA-3 Replacement IQ Envoy printed circuit board (PCB) for Combiner 3C ELECTRICAL SPECIFICATIONS 80A of distributed generation / 90A with IQ Envoy breaker included Rating Continuous duty System voltage 120/240 VAC, 60 Hz Eaton SR series busbar rating 125 A Max. continuous current rating (output to grid) 65A Max. fuse/circuit rating (output) 90A ' Branch circuits (solar and/or storage) Up to four 2 -pole Eaton BR series Distributed Generation (DG) breakers only (not included) Max. continuous current rating (input from PV) 64A Max. total branch circuit breaker rating (input) 80A of distributed generation / 90A with IQ Envoy breaker included Production Metering CT 200 A solid core pre-installed and wired to IQ Envoy MECHANICAL DATA Dimensions (WxHxD) 37.5 x 49.5 x 16.8 cm (14.75" x 19.5" x 6.63"). Height is 21.06" (53.5 cm) with mounting brackets. Weight 7.5 kg (16.5 lbs) Ambient temperature range -40° C to +46° C (400 to 115° F) Cooling Natural convection, plus heat shield Enclosure environmental rating Outdoor, NRTL-certified, NEMA type 3R, polycarbonate construction Wire sizes 20 A to 50 A breaker inputs: 14 to 4 AWG copper conductors • 60 A breaker branch input: 4 to 1/0 AWG copper conductors • Main lug combined output: 10 to 2/0 AWG copper conductors • Neutral and ground: 14 to 1/0 copper conductors Always follow local code requirements for conductor sizing. Altitude To 2000 meters (6,560 feet) INTERNET CONNECTION OPTIONS Integrated Wi-Fi 802.11b/g/n Ethernet Optional, 802.3, Cat5E (or Cat 6) UTP Ethernet cable (not included) Cellular Optional, CELLMODEM-01 (3G) or CELLMODEM-03 (4G) or CELLMODEM-M1 (4G based LTE -M) (not included) COMPLIANCE Compliance, Combiner UL 1741 CAN/CSA C22.2 No. 107.1 47 CFR, Part 15, Class B, ICES 003 Production metering: ANSI C12.20 accuracy class 0.5 (PV production) Compliance, IQ Envoy UL 60601-1/CANCSA 22.2 No. 61010-1 * Consumption monitoring is required for Enphase Storage Systems. To learn more about Enphase offerings, visit enphase.com 002019 Enphase Energy- All rights reserved- All trademarks or brands in this document are registered bytheir respective owner 2019-05-31 `� a.sunrun October 15, 2020 Subject: Structural Certification for Proposed Residential Solar Installation. Job Number: 501R-955MCHU;Rev A4, Dated 10/13/2020 Client: Lois McHugh Address: 2955 Ward Ct, Wheat Ridge, CO, 80215 Attn: To Whom It May Concern A field observation was performed by a Sunrun qualified technician to document the existing conditions of the above mentioned address. Structural evaluation of loading was based on review of site observations and the design criteria listed below. Design Criteria: • 2018 IBC/IEBC/IRC, ASCE 7-16, and 2018 NDS • Basic Wind Speed Vult = 105 mph (Vasd = 82 mph), Exposure C • Ground Snow Load = 30 psf Based on this evaluation, I certify that the alteration to the existing structure by the installation of the PV system, with the upgrades specified in the plan set, meets the requirements of the applicable existing building and/or new building code provisions adopted/referenced above. Additionally, the PV module assembly and hardware supporting it have been reviewed to be in accordance with manufacturer's specifications and verified to meet the min imugquirements referenced above. Digitally Signed: 102020 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 `asunrun� Structural Calculations for the Lois McHugh Residence PV Installation Date: 10/15/2020 Job Address: 2955 Ward Ct Wheat Ridge, CO, 80215 Job Number: 501R-955MCHU Scope of Work These calculations are for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 2 House Geometry, Live Loads, Snow Load, Wind Loading, & Dead Loading 3 Roof (2) Dead Loading, Roof (1) Framing Check 4 Roof (1) Framing Check cont., Roof (2) Framing Check 5 Roof (2) Framing Check cont., Rafter Attachment Check, Seismic Check, & Scope of Work Engineering Calculations Summary Code: 2018 IBC/IEBC/IRC, ASCE 7-16, and 2018 NDS Snow Load: S= 30 psf Live Load: LL= 20 psf Wind: Wind Speed Ult. (V)= 105 mph Exp. =C PV Dead Load: DPV= 3.0 psf Digitally Signed 10/20/20 133 Technology Dr., Suite 100, lwine,CA92618 I P 949.393.0993 &,SO Structrure Geomet Address: 2955 Ward Ct Wheat Ridge, CO, 80215 2of5 Mean Roof Height, h, = 22 ft Eave Height, h, = 18 ft Briding Length, L = 67 ft Building Width, B = 32 ft Module Area = 20 ft' Roof Pitch, B - 16 degrees Live Load. Roof Live Load, Lr = 20 pat Equation 4.8-1 Snow Load Ground Snow Load, pg = 30 pat Fig. Z-1 Snow Importance Factor, l: = 1.00 Table 1.5-1 Thermal Factor, R - 1.1 Table Z3 Exposure Factor, C, = 0.9 Table Z-2 Roof Slope Factor, Cs - 0.90 Figure 72c Flat Snow Load, R = 20.8 pat Equation 7.3-1 Sloped Roof Snow Loads, P, = 18.7 pat Equation 7.4-1 Is the width of the roof> 20ft7 Yes 0.43 Drift Height, hd = 1.44 ft Figure Z-9 Roof slope for a rise of one, S 3.49 Equation 30.4-1 Unbalanced Width = 7.15 ft Fig] -5 Y = 18 pct Equation 7.71 Unbalanced Snow Load = 32.47 pat Fig Z-5 Basic Wind Speed (3s gust), V = 105.0 mph Figure 26.5-1A Building Occupancy Category - 2 Table 1.5-1 Wind Importance Factor, Iw = 1.00 Table 1.5-2 Exposure Category - C Sec 26.7.3 Topographic Factor, Kst = 1.00 Equation 26.8-1 Velocity Pressure, ch = 21.98 Equation 30.4-1 Edge Zone,a = 3.20 ft Figure 30.5-1 Uplift (0.6W) Zone 1lost) Zone 2lost) Zone 3lost) Composition Shingle GCp = -0.84 -1.55 -2.43 Table 30.4-2 P30.4=.6 x ch x GCPzone = -11.08 -20.44 -31.97 Equation 30.4-1 Downward (0.6W) Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (insulation, etc.) 2.0 GCp = 0.43 0.43 0.43 Table 30.4-2 P30.4=.6 x ch x GCPzone = 9.60 9.60 9.60 Equation 30.4-1 Dead Load. poor it Roof Walls Exterior Composition Shingle 3.0 pat Wood 5.0 pat 5/8 CSB Sheathing 2.0 2x4 Studs @ 16' 2.0 2x6 Rafter @ 24' OC 2.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (insulation, etc.) 2.0 PV System, PPV 3.0 Total Roof DL= 11.0 pat Total Wall DL= 12.0 paf 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 alm) Roof Or Address: 2955 Ward Ct Wheat Ridge, CC, 80215 3of5 Roof CD (Snow) Walls Exterior Roof Framing Composition Shingle 3.0 psf Wood 5.0 psf 5/8 CSB Sheathing 2.0 2x4 Studs @ 16' 2.0 2x6 Rafter @ 24' CC 1.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (insulation, etc.) 2.0 PV System, Pp, 3.0 _ 7.56 in' Modified Moment Capacities Shown Bels Total Roof DL= 10.0 pat Total Wall DL= 12.0 psf Roof ll Framing Check'. CD (Snow) Cls Roof Framing = 2x6 Raker@24'CC Wood Adjustment Factors'. 1.60 Timber Species = Doug Fir -Larch #2 1.00 Max Beam Span = 14.1]k Cr b = 1.5 in Rafter Siatering Upgrade Required d = 5.50 in Sister Size. 2x6 Rafter @24'CC Moment of Inertia, 1, = 20.80 in Sister Species. Doug Fir Larch #2 Section Modulus, S, _ 7.56 in' Modified Moment Capacities Shown Bels Bending Stress, To = 900 psi 0.6DL+0.6W ICD=1.61 Elastic Modulus, Emio = 580000 psi Sheer Stress, F✓ = 180 psi 1 CD (Wind) CD (Snow) Cls CM ct Wood Adjustment Factors'. 1.60 1.15 1.00 1.00 1.00 CL Cr Cm C Cr 1.00 1.30 1.00 1.00 1.15 PV Tributary Width, ass, = 3.30 k PV Tributary Length, To, = 4.0 k PV TributaryArea, At = 13.2 k' PV Dead Point Load, Pit =Pwx At = 38 lb Roof Distributed Load, zi = 15 pit Load Case: 0.6DL+0.6W ICD=1.61 Footsore = 1 End =P,mxAt+0.6 x Po x cos(B) = 123 lb Mmwiodi = 275 lbft Fit (wind) To xCD xCa xCM xCLxCLxCA xCm XC, xCr = 2153 psi Mauowam:=S, x To' (wind) = 2713 lbft> 275 OR Load Case: DL+0.6W ICD=1.61 Pdown=Pnmx At+Pit x coa(B) = 165 lb Mn1wi,d_aw„1 = 118116 -ft Fit (wind) To xCD xCa xCMxCLxCLxCA xCfuxC xCr = 2153 psi Mauowam:=S,x To' (wind) = 2713 lbft> 1181 OR Load Case: DL+0J5(0.6W1+0.)5S(CD =1.61 Roof Snow Distributed Load, zi = 42 pit P.00.,=P:x At = 237 lb Mmwiod_:oow1 = 1830 lbft Fit (wind) To xCD xCa xCMxCtxCLxCA xCfuxC xCr = 2153 psi Mauowam:=S, x Ed' (snow) = 2713 lbft> 1830 G 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 as Address: 2955 Ward Ct Wheat Ridge, CO, 80215 4 of Load Case: DL+S (CD =1.151 Roof Snow Distributed Load, wSL = 42 pit P,,,w-P:x At = 237 lb Mb(snow) = 1672 lbft Fit (snow)= To xCD xCa xCMxCLxCLxCA xCx,xC, xCr = 1547 psi Mallowabl:=S, x Ed' (snow) = 1950 lbft> 1672 OR Roof (2) Trunnion Check Roof Framing = 2x6 Raker@24'CC Timber Species = Doug Fir -Larch #2 Max Beam Span = 12.08k 1.12 b 1.50 in d 5.50 in Moment of Inertia, I, = 20.80 in Section Modulus, S, _ 7.56 in' Bending Stress, To = 900 psi Elastic Modulus, Emm = 580000 psi Sheer Stress, F✓ = 180 psi CD (Wind) CD (Snow) Cls CM ct Wood Adjustment Factors'. 1.60 1.15 1.12 1.00 1.00 CL Cr Cm Cl Cr 1.00 1.30 1.00 1.00 1.15 Roof(2) Framing Check Continued. Roof Distributed Load, wDL = 13 pit PV Tributary Width, ass, = 3.30 k PV Tributary Length, To, = 4.00 k PV Tributary Area, At = 13.20 k' PV Dead Point Load, Pit =Pros At = 38 lb pyp/ Roof Distributed Load, wDL = 13 pit Load Case: 0.6DL+0.61V (CD =1.61 Footsore = 1 End =P,mxAt+0.6 x Po x cosl8) = 1231b Mn(w�od_op) = 19416 -ft Fit (wind) To xCD xCa xCMxCLxCLxCA xCfuxC, xCr = 2411 psi Mauowam:=S,x To' (wind) = 1520 lbft> 194 OR Load Case: DL+0.6W ICD=1.61 Pdown=Pnmx At+Pit x cosl8) = 165 lb Mn(wiod_ao.,o) _ ]0116 -ft Fit (wind) To xCD xCa xCMxCtxCLxCA xCfuxC, xCr = 2411 psi Mauowam:=S,x To' (wind) = 1520 lbft> 701 OR Load Case: DL+0J510.6W1+OJ5S (CD =1.61 Roof Snow Distributed Load, wSL = 42 pit Psno.,=P:x At = 264 lb Mn(w�od_snow) = 1160 lbft Fit (wind) To xCD xCa xCMxCtxCLxCA xCfuxC, xCr = 2411 psi Mauowam:=S, x Ed' (snow) = 1520 lbft> 1160 OR 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 Address: 2955 Ward Ct Wheat Ridge, CO, 80215 5of5 Load Case: DL+S (CD =1.151 Roof Snow Distributed Load, wSL = 42 pit P,,,w-P:x At = 264 lb Mn(snow) = 1080 lbft To' (snow)- To xCo xCa xCMxRxQxCr xCk,xO xCr - 1733 psi Mauowabl:=S, x To' (snow) = 1092 lbft> 1080 OR Rafter Attachments. 0.6D+0.6W(Zone 21 Pupuk = At x Pnm Connector Uplift Cap city per Sna pNRa ck Test Results 5/16' Lag Screw Withdrawl Value Lag Screw Penetration Allowable Capacity with CD Seismic Check. 247 Ib Existing Dead Load. 60416 > 247 OR 266 lb/in Table 11.2A NDS 2.5 in = 42 Ib 1064 lb > 247 OR %increase=(Wand+Wanrw)/Wm<ai 60542 "100%100%= 1.04% 59920 "The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scoue of Workand Liability We have based our structural capacity determination on applicable building codes, professional engineering inspection and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 Existing Dead Load. Solar Dead Load. Anom:xinmg = 2144 f6 Wpaod = 42 Ib Wrom:xinmg = 17152 lb Numpana = 12 Awau:,iniog = 3564 f6 Wpao:La< = 504 Ib Wwau:,iniog - 42768 lb Woos - 118 lb W<mai - 59920 lb Wanar - 622 lb %increase=(Wand+Wanrw)/Wm<ai 60542 "100%100%= 1.04% 59920 "The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scoue of Workand Liability We have based our structural capacity determination on applicable building codes, professional engineering inspection and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 ' r City of Wheat Ridge Residential Roofing PERMIT - 201706593 PERMIT NO: 201706593 ISSUED: 08/25/2017 JOB ADDRESS: 2955 Ward CT EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 30 sq *** CONTACTS *** OWNER (720)774-0522 BOUGHER JOSEPH M SUB (303)552-4467 John Hess 150142 Urban Exteriors, LLC *** PARCEL INFO *** ZONE CODE: / USE: / SUBDIVISION CODE: / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,710.00 FEES Total Valuation 0.00 Use Tax 161.91 Permit Fee 172.60 ** TOTAL ** 334.51 *** 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. 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 reyuireJ. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. 2m �a6 Sq3 INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: X303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical heathing IfAV Mid -Roof Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initial Comments heathing IfAV Mid -Roof lath / Wall Tie Rough Electric " Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof e Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 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: yG 0/ AAF Job Address: a-q�_�r Wal j G 71 Permit Number: a-01_70,6613 ❑ No one available for inspection,--. Time t ( AM/PM Re -Inspection required: Yes ,Vo) When corrections have been made, call`for re -inspection at 303-234-5933 Date:—)/V,//,g, Inspector: MI - DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201706593 PERMIT NO: 201706593 ISSUED: 08/25/2017 JOB ADDRESS: 2955 Ward CT EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 30 sq ***revision add redecking 28sq *** CONTACTS *** OWNER (720)774-0522 BOUGHER JOSEPH M SUB (303)552-4467 John Hess 150142 Urban Exteriors, LLC *** PARCEL INFO *** ZONE CODE: / USE: / SUBDIVISION CODE: / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,670.00 FEES Total Valuation 0.00 Use Tax 224.07*° Permit Fee 220.15 ** TOTAL ** 444.22 *** 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof_ ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. 4 City of Wheat Ridge r Residential Roofing PERMIT - 201706593 PERMIT NO: 201706593 ISSUED: 08/25/2017 JOB ADDRESS: 2955 Ward CT EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 30 sq ***revision add redecking 28sq 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 oUbe property and am authorized to obtain this permit and perform the work described and approved in conjunction with this perm r est that I am le ally authorized to include all entities named within this document as parties to the work to be perfo ed an t work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signatur of O R or CONTRACTOR (Circle one) Date I. This 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 maybe required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a changeof 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 issu4mtM 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 c dw or a� y= r r regulation of this jurisdiction. Approval of work is subject to fyeld inspection. M_ If Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �Wheat j�id MUNiTy DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us j FOR OFFICE USE ONLY Date: 9/l07 D17o5/zo Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner Property Owner Email: /- ���-Avz Mailing Address: (if different than property address) Address: 11�-- City, State, Zip: Phone:3, Submitting Company:✓�1✓�`'S Contact Person: Phone: Contractor: L.,(.i Contractors City License #: '^ Phone: Contractor E-mail Address: "-!'q f 4;?/s-3 Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps iC�� 3 Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNEWCONTRACTOR 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 -1 ity on this application. CIRCLE ONE: (OWNER) (CONTRACT O) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) �� PRINT NAA1E: SIGNATURE: DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer- PUBLIC eviewer PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received Water District ❑ Received Sanitation District ❑ Received DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: ❑ Not Required ❑ Not Required ❑ Not Required Building Division Valuation: $ City of Wheat Ridge Residential Rooting PERMIT - 201706593 PERMIT NO: 201706593 ISSUED: 08/25/2017 JOB ADDRESS: 2955 Ward CT EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 30 sq *** CONTACTS *** OWNER (720)774-0522 BOUGHER JOSEPH M SUB (303)552-4467 John Hess 150142 Urban Exteriors, LLC *** PARCEL INFO *** ZONE CODE: / USE: / SUBDIVISION CODE: / BLOCK/LOT#: 0 *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,710.00 FEES Total Valuation n nn Use Tax 161.91 Permit Fee 172.60 ** TOTAL ** 334.51 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percentofthe roof covering is installed, prior to final approval. Installation of roof f�heathin (r -w or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same tim(--, one hundred percent of the sheathing must be complete and 25-75 percent of t'.c mid -roof may be complete. Asphalt shingles are required to be fastened to the roof dec',ti with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake me_:_ re.,)lLi . A ladder extending 3 feet above the roof eave and secured in place is requir -:) be .rc. +ed for all roof inspections. Roof ventilation is required to comply with appl.ic-ole codes and/or manufacturer installation instructions, whichever is more stringent. In ^r-'.er t^ p=.�-s a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the applic-ticn of the roof at (project address) has been applied in accordance with the=..nstalla'.icri instruction for (roof material brand name) roof covering" is required to b^ nn sit- the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITC17: 3rd party inspection will be required, the 3rd party inspection report will b_� -�ollec—d at final roof inspection performed by City of Wheat Ridge. If report is not ,.,..ilable the final inspection will not be completed. 1. � 4 o City of Wheat Ridge 1 � Residential Roofing PERMIT - 201706593 PERMIT NO: 201706593 ISSUED: 08/25/2017 JOB ADDRESS: 2955 Ward CT EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -,s -)f to install asphalt shingles - 30 sq I, by my signature, do hereby attest that the wort; to he performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable nu,nit.; codes, polici and procedures, and that I am the legal owner or have been authorized by the legal owner of the roperty and am authorized ;o obtain this permit and perform the work described and approved in conjunction with this,perm . I further a that I am legally authorized to include all entities named within this document as parties to the work to be perform and that a r to be performed is disclosed in this document and/or its' accom an ing approved plans and specifications. :5>- - 6 Signature of OWNER or CONTRACTOR (CiI C one) Date I. This permit was issued based on the infornncu i 'r Ivided in the r :i init application and accompanying Flans and specifications and is subject to the compliance with those documcws.. ;;,id all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date f issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An e�+ a )n 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 "11" ,Ji f of the original permit fee. 3. If this permit expires, a new permit may be rcqui rc.l to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees andprocedures for approval of tiny new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guar; 4. No work of any manner shall be perfonnc... r u !t i g e of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Builchn, ecu 'or Avision in accordance with established policy of all required inspections and shall not proceed or cone ithou i � r u: .-„proval 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 an��yf� ordinance egul�tt, n 1'this jurisdiction. Approval of work is subject to field inspection. 1�+�” ` `� Signature of Chief Building Official REQUESTS MUST BE MADE BY 11:59PM ANY BU=F. !SAY FOR itT>P::'TION THE FOLLOWING BUSINESS DAY. Dane Lovett zo 120 6 5q From: no-reply@ci.wheatridge.co.us Sent: Wednesday, August 23, 2017 12:08 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION b L Property Address 2955 Ward Ct Property Owner Name Joe Bougher Property Owner Phone 720-774-0522 Number (enter WITH dashes, eg 303-123-4567) 61 12m, S I M Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Field not completed. Yes Bougher, Joe Contract.pdf CONTRACTOR INFORMATION Contractor Business Urban Exteriors, Ilc Name t– Contractor's License 150142 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 Address (Primary address of your business) 303-552-4467 3440 Youngfield St, Ste 179 Wheat Ridge, CO 80033 Contractor Email Address jennifer@urbanexteriorsllc.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? jennifer@urbanexteriorsllc.com 30 _7586 - // 7(0 No 62 Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) No Yes 30 Tamko Heritage Asphalt Asphalt house and garage 5/12 pitch 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 this application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work may not begin on this property until a permit has been issued and posted on the property. Yes Yes Yes 63 I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. 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. Name of Applicant John Hess Email not displaying correctly? View it in your browser. 64 Urban Exteriors, LLC 3440 Youngfield Street, Suite 179 ° Wheat Ridge, CO 80033 �;A+; Urban Exteriors 303.552.4467 BBB,; L\ C ..C-1 www.urbanexteriorstic.com C11LORADO R "„` "° h 5 S"`I .. $ t,'v Owner's Name: , J 0e Address: Z$-� �p / G Insurance Company: d ,T - Phone #: W Claim #: 009 ! City: �; State: CSG Zip: SOLis Phone #: Project Manager ----__e Mobile #: -4 Phone #: 30 3- e �( Emait: *I & A;r � ,�r+?rs/ �. Co -- Date: S l Z / -7 ME, the Owner(s) of the premises described above authorize Urban Exteriors, Ile, hereinafter referred to as "Contractor", to furnish all materials and labor necessary to roof and/or improve these premises in a good, workmanlike and substantial manner according to the following terms, specifications and provisions: (� a.Description of the work and the materials to be used: pCl t"D�✓t �✓r/� / J/ls Li/ vtc S';�;;p 12,,,[- Li ;/ 1 �, C Inti %4 , _ n I/.. -- Cq /H •/N ��? C�sil7/� n INS] IRANCF: THE ONLY COST TO THE PROPERTY OWNER IS THEIR DEDUCTIBLE PLUS ANY UPGRADES CHOSEN OR ANY NON COVERED ITEMS THAT MUST BE REPLACED TO COMPLETE THE REPAIRS, THE CONTRACT BALANCE IS PAID BY YOUR INSURANCE COMPANY PER FINAL LOSS INVOICE. THIS AGREEMENT IS NULLAND VOIDAND DOES NOT OBLIGATE ANY PARTY TO IT SHOULD THE INSURANCE COMPANY REFUSE COVERAGE UNDER THIS CLAIM OR SHOULD THE COVERAGE OFFERED BE INSUFFICIENT FOR CONTRACTOR TO PROPERLY DO TI IE. WORK. THE SCOPE OF WORK WILL BE DEFINED BY THE INSURANCE COMPANY LOSS SHEET AND ALI, REVISIONS THEREOF. ANY ADDITIONAL WORK MUST BE SUBJECT TO A CHANCE ORDER AND/OR CONTRACT SIGNED BY THE PARTIES. b. Description of any areas that wiU NOT be worked on: This list of specifications may be continued nn subsequent pages (sce page number below). c. Payment: Contractor proposes to perform the above work, (subject to any additions and(or deductions pursuant to authorized change orders), for the Total Sum of$ Down Payment $ A,�lV 10� GSI ?��5 : qty J�i5 'N^ c "J! /rv�cT Su�D%�i�+cnlrs tl/jC'1 OA'iirtr� cY`t�:�(.rlS li d. Commencement and Completion of Work: Substantial commencement of work shall mean either the Phys al delivery of materials onto the premises or the performance of an�i' labor shall be subject to an permissible delays as per provisjo5tlNr the reverse side. Shingle Mfg, Type & Color: /a -k> , Labor Warratir. 5 yrs, t ansferrable - provided upon payment in full e. Acceptance: The contract is approved and accepted. I (we) understand there are no oral agreements or understandings between the parties of this agreement. The written terms, provisions, plans (if any) and specifications in this contract is the entire agreement between the parties. Changes in this agreement shall be done by written change order only and with the express approval of both parties. Changes may incur additional charges. Additional Provisions of "Phis Contract Are On The Reverse Side And Mx -v Be Continued on Subsequent Pages. A copy of the labor warranty is available upon request. Urban Exteriors shall hold in trust any payment received from you until Company has delivered roofing materials at the site or has performed a majority of the roofing work on your property. You, the Buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. See attached Notice of Cancellation form an explanation of this right. EXTERIORS, LLC. date _ � 1 date 0&4�— 1 hereby grant Urban Exteriors permission to speak with my insurance company for the purpose of resolving this claim. Urban Exteriors has permission to discuss my claim with my mortgage comoanv. iranolicabie. CITY OF WHEAT RIDGE Building Inspection Division _(303) 234-5933 Inspection line �(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTr)j- Job A/0 Inspection Type: Address: 2.-( 5 C kI F'r f - Permit Number: -Z-C) 1"7 c1 b S ❑ No one available -for inspection: Time i ANA Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: A(f Inspector: DO NOT REMOVE THIS NOTICE ' ♦ I 41 CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a`rw 2 Aw sS mac? s Job Address: Permit Number: t 7Y-5,/S i. } I No one available for inspection: Time : ~f5 AM" 'rte Re-Inspection required: Yes No i When corrections have been made, cafi for re-inspection at 303-234-5933 Date: Inspector: r DO NOT REMOVE THIS NOTICE **16 A i CITY OF WHEAT RIDGE r Bung Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303f 237-8929 Fax INSPECTION NOTICE Inspection Type: pon_r Job Address: )q5~1 way rr Permit Number: fJt C Uitt." b F qtr rr1 { e9i~ r wy,f(f f ua//("gat e? ❑ No one available for inspection: Time , AMfPM Re-Inspection required: C es No When corrections have been made, call for re-inspection at 303-234-5933 ' Date: f Inspector: „y1. kr~ 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: %J PI1 T Job Address: -'ADS wa 0, Permit Number: tff h r f I ..0 ❑ No one available for inspection: Time V0 AM/6M! Re-Inspection required: Yes No When corrections have been made, call or re-in action at 303-234-5933 Date: 'd ' ) Inspector: 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: kcvqF Job Address: -1955cri,4wo rte"-" Permit Number: 625rY515 ❑ No one available for inspection: Time M Re-Inspection required: des No 'When corrections have been made, calf for re-inspection at 303-2345933 Date: /F //O Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line ]~;Ir(303) Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i~rr1 44r%f Job Address: o?7_<s' f~-Aye p e r- Permit Number: fS~Sf,S f trvST•4GJ e? 7- /1 i.WWA-'T F1J~ 1~~1 ✓FivT.L ~Tiv ~ TD .3r~ES LI) .<7///?z9.f 4- I.=`' °--GvvyRS~ ~iv~✓Oi~ti7Y ❑ No one available for inspection: Time 20' AM & Re-Inspection required: / eJ.-No When corrections have been made, call for re-inspection at 303-2345933 Date: X&/_ Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 o Inspection Line: 303-234-5933 ~ OCORPO Building Permit yApplication Property Address: W ~,rd e-/ Property Owner (please print): Mailing Address: (if di erlnt e~nt than property address) Address: N A- V V 1 t7G~-S(~~-fT State, Contractor: S Contractor License M Phone: Sub Contractors: Electrical City License Company: 1kre &fvtc&z~ Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction value: $ 61 5 . Description Of work' - Lee- (as calculated per the Build q Valuation Data sheet) ~yrL(r~-~- t t Plan Review (due at time of submittal): $ Sq. Ft./L.Ftadded: q SquaresT~- BTU's Gallons - Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicabl Wheat Ridge Ordinances, for work under rtthis ,permit. Plans subject to field inspection. CIRLCE ONE:'. NER) (CONTR C OR) or PERSONAL REPRE TATIV of W (CONTRATOR) PRINT NAME: `7 SIGNATURE: Date: OEpARTKENT USE ONLY ZONINd.CONfMENTS: - ` - onim Revaewee. - PUBLIC'woRKS COJyfMENTS' f w - _e eyie i ~ ~ z- ~ xy k M e S J S A~d~ ~ Y BUILDING GEFARTMENr'EOMM~N7S ~ (~CGj1PANGV - ReVrey(ET~ f~r r' n 2 f y ~x FIREUEF.ARrM`ENr-Lt app- dw/comntertts Ll dl$approvd no review regGued, Bidg Valuation:$ Date: Plan # Permit #:Q 0 "j4*MT#IIENT OF PLANNING AND DEVELOPMENT Building Permit Number : 3583 MtILqING INSPEGTION DNISION - 235-2855 Date : 8/7/96 ~ CITY OF WMEAT RIDGE ° N;Zjj 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 property Owner : MC NABNEY HOMER R Property Address : 2955 WARD CT Phone : 237-5325 Cihtr8ctor License No. : 18765 Company : Basii Electric Phone : 4249733 pyV4R1CpNTilACTOR SICiNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $1,000.00 i. ~~y . iHi~ the setbadc distances PrcPused by thia pertnft applicetion arc eccurete. PerRlit F8C : $45.00 =~~.:,i;3.~ ~~....r...e,~.,.~t..sne.a miws nr reaulations ~th9 Cllv of Wh~at RMpe or Q . UPGRADE ELECTRIC SERVICE m~ BUILDING DEPARTMENT USE ONLY Walls : Roof : Stories Plumbing License No : Company : Expiration Date : Approval : o Plan Review Fee : $a•~ Use Tax : $12.00 Total: $57.00 SIC : , Sq. Ft : ResidenUal Un'ds : Mechanical License No : Company : Expiretion Date : Approval : a i scmrEance wtNp t1h~e eP,rovlabne eel bM in YoWr aPW~^ ab b auWoG b tla Iwro of IM Slala W Cdaado entl b the Zor~np Code ~the x alc~eulhor~zed~iCe ~o M enY otl~x aODIInMe ordinancec of tl~e Gb. Tn f(N es,~a x I ew pemtlt ma~' be acqulred loatldu antl arry ur.ee.naw cs~ .°~w pertnrt MWb9 dcns tlut w41 Ma~ e BuwdnO I~aoxto~ N+enb-ro eNep`p d tl~s bb k«tla rwrow~orMewi~ Inance. kw. t~0~ THE VALID CONLY AlL:N2'JE4-6 3~3 24 HOU S PRIOR TO~INSPECTjpN ECTOR AND MAYOR not commen~eU wXh alxH (80) days trom ienre Aale a(9) Ma bWMhq autlro~ized Is awpendetl or M tor a he or me~half ine amoum nanwlN ro9~~~ ~a Manpes havs oem a wid w metle in e ~u~enq «ewnaonmem nu na ~ceedae one rear. lf diaipet aie maas or n ewperabn or aosnamment {or . np u~r ('iaj nows ~ in ~mva ~ nce ro ~r an 'Inepe~Wons~ane ahep iecelve wrl~n ana~ ~~sa~^ md oeroro rpe and aD~tlons shaN not Oe conatruetl to ha e D~for~ nor an aDW~'~r +~Y vidadon of the Pra~bio^s n~le w ropuls0ai. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date Phone : Z 3 _7 - 5 3 P-5 Property Owner Property Address Contrector License No. Company 'rb n~/ t f3E[~`~ '~Y1-14. JEii.S on 2R55 ~R'2o .pWCT 18~~5 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I herehy 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 the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description te- ,i~'_~ i cicL S✓L Phone: y a-Ll - 9 -1 33 Construction Value : Permit Fee : Plan Review Fee : Use Tax : Total : Cp --1 -`tb I ooo, o° , BUILDING DEPARTMENT USE ONLY SIC : Sq. FL : ZoniComrtfents: Approval : Zoning : Bui(ding'Comments:~ Approval : Public=V1(orks*~mmedts ] Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing L;cense No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : J €Plans Required~ g plans Requiretl.sm f] ?lans Requiriad=_ (t) This Dermil was is5ue0 in accor0ance wi;n Ihe pmvisions set'crth in yopur ap0lication anC is SuEject ro tlie laws of Ne Stale of CobraCO antl to Ne Zoning Reguiations and Building Code o/ Wheat Ritlge. CobraCO w any otner a00licaele ortlinances ol the Ciry. (2) This permit shall expire if (A) the wark authonzed is not cammenced wiNin sizty (50) tlays from issue date or (B) the builEing autnonzetl is suspenexE or abandoned for a F°riod ol 120 days. rov Chan orig nal p ans antl specificatlons an0 any s sp~ensbn or aban0onme tat+a~s not e~ceeCed onle (~~y°-ard /f U+anges are maEe oai suspe sionlor ataade exceeds one (1) year, (ull lees shall De paid for a new permit. (4) No work ot any manner shall b2 tlone that will change the natural flow of water Cdusing a Craina9e OroDl6m. . (5) Contracror shall notily the Buiitling Inspeclor lwenry-/our (24) hours in advance for all inspections and shalt receive written approval on inspec::on a~d 6efore proceetliing with successive phases of lhe joC. (6) o( the euaa ng cotles ormany ot ePortlina Cearlaw~mse spificatiOnS Shall nof be COaSINed to be a p2mil fOr, nof an apProval ot, any violation ::he Orovi5wn5 f L ! Chief Bui ding Inspector For Mayor THIS PERMIT VALID O ALL!N234S933 24 HOURS P 10'R TO~INSPECTION ECTOR AND MAYOR