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2955 Ingalls Street
City of Wheat Ridge E -Res. Window Replacement PERMIT - 202101217 PERMIT NO: 202101217 ISSUED: 06/08/2021 JOB ADDRESS: 2955 Ingalls St EXPIRES: 06/08/2022 JOB DESCRIPTION: Replace 8 windows - 2 kitchen 1 office 2 yoga room 1 bathroom 2 master .30 or better *** CONTACTS *** OWNER (410)218-7309 MARTIN BRADLEY P I FER SUB (303)945-1519 MATTHEW SEILER 180220 SEILER CONSTRUCTION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,356.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 301.48 ** TOTAL ** 351.48 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Window Replacement PERMIT - 202101217 202101217 ISSUED: 06/08/2021 2955 Ingalls St EXPIRES: 06/08/2022 Replace 8 windows - 2 kitchen 1 office 2 yoga room 1 bathroom or better 2 master .30 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 06/08/2021 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: Residential Window/Door Replacement Permit Application Date: Monday, June 7, 20216:05:32 PM Residential Window/Door Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WINDOWS and DOORS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND WINDOW/DOOR CUTSHEET (SPEC SHEET) 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 replacement window(s) and/or door(s) like for like? PROPERTY INFORMATION Property Address 2955 Ingalls St Property Owner Name April Nowak Property Owner Phone 410-218-7309 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Field not completed. CONTRACTOR INFORMATION Contractor Business Seiler construction Name Contractor's License 180220 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 What is being replaced Ki8xMt1�1�ti mbeaudoin@renewalcolorado.com mbeaudoin@renewalcolorado.com NVA Morel, Number of window 8 and/or doors being replaced Location of 2 kitchen 1 office 2 yoga room 1 bathroom 2 master window(s)/door(s) being replaced (for example, master bedroom, kitchen, bathroom, etc): What is the u -value of .30 or better the window(s)/door(s)? City of Wheat Ridge requires the u -value to be .30 or better on windows.. Attach copy of nowaksoecs.odf window/door cut sheets showing sizes and u - value Project Value (contract 14356 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. 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 Mackenzie Beaudoin Permit Email not displaying correctly? View it in your browser. (� jkI � `L—� I'1 G1 �D Ct INSPECTION RECORD °cc`} ani -"=T-e INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector must aign ALL 013MA95 PUIL1111=1111L LV L1r1a 'J1 vJca.L Foundation Inspections Date Inspector Comments Initials Pier Inspector Initials Concrete Encased Ground (CEG) Electrical Foundation / P.E. Letter Mid -Roof Do Not Pour Concrete Prior 10 Ap rovalluT i ne Auove lnspet;uVns Underground/Slab Inspections Date Inspector Initials Comments Electrical Mid -Roof f, V Sewer Service Lath / Wall Tie Plumbing Rough Electric ` M_ a -a i+ 11- J........-... A . Qelr%w/ln-Clash Wnrl( Wrinr 1 in Annrnval UT 1 ne Aoove 111,UMAIVIM Rough Inspections Date Inspector Initials - Comments Wall Sheathing Mid -Roof f, V Lath / Wall Tie Rough Electric ` Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector CommentsInitials 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 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 - r -lease ee sure uldL IL)uyll by the Building Division. "For Inspection Time Window — Please email insptimerequest@Ci.wheatridge.CO.US by 8:00 A.M. the morning of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge&( I iv� O iaK Residential Solar PERMIT - 201701793 PERMIT NO: 201701793 ISSUED: 07/10/2017 JOB ADDRESS: 2955 Ingalls ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Permit for residential solar, 10 panels, 1 inverter, 10 optimizers. Add 200amp meter, disconnect, AC disconnect *** CONTACTS *** OWNER (410)218-7309 NOWAK APRIL SUB (303)447-0300 Jeff Denovan 090413 Namaste Solar *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,246.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and alb applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.Must comply w/ 2012 IRC & 2014 NEC. Subject to field inspection. I, by in 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 to legal owner or have be,n authorised by the legal owner of the property and am authorized to obtain this permit and perform the work described anda pproved in conjunction with this ermrt. I further attest that I am le� ally authorized to include all entities named within this document as parties to the work to be performed and that 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 I. This permit was issued based on the information provided in the permit application and accompanying pplans 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 writinz 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 m requireents, fees andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance orof a p thali of construed to be a permit for, or an approval of, an violation of any provision of any applicable code a i�iace dr f this jurisdiction. Approval of work is subject to field inspection. t Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. 2q G5 Z'�� INS ECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type L 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 Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the ' e Protection District for your project. ROW & Drainage / Public Works Dept. Mid -Roof Fire Inspection / Fire Protection Dist. Lath / Wall Tie Final Plumbing Rough Electric Final Mechanical Rough Plcsmbing/Gas Line Roof Rough Mechanical Final Building Rough Framing 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. 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 ' e 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 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: Job Address: S 1 `�� 6 t --S -5/— Permit /Permit Number: E % 0 `� No one available for inspection: Time AM/PM Re -Inspection required. Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: -C-. coJ r Inspector: �� l I DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ko /—, Job Address: Z- / S_. /,-y G /7 C L s Permit Number: Zo/"% Q /6�� ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes UNo_ When corrections have been made, call for re -/ns cfion at 303-234-5933 11 Date: b ` / 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: M 1, n Job Address: a 9 S 9- io s A l/ s S t Permit Number: 7 0/7 p 7 91_K 1 ❑ No one available for inspect' n: Time PM Re -Inspection required: Yes No When correc ions have been made, call for re -inspection at 303-234-5933 Date: Inspector: A, �( � DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1;" I &-- Job Job Address: -D- ct' S ! N fl I S T Permit Number: /C CI NJ 04 �Pp,eoVY0 '�;/r-17/tiirVC N0-efi 7->� ❑ No one available for inspection: Time � AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 6 / / Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201701698 PERMIT NO: 201701698 ISSUED: 06/07/2017 JOB ADDRESS: 2955 Ingalls ST EXPIRES: 06/07/2018 JOB DESCRIPTION: Permit for a reroof: remove existing roof, install 1 layer 15# felt, asphault shingle, ice and water shield @ eaves valleys and low slope porch roof. 25 squares. *** CONTACTS *** OWNER (423)741-1774 MARTIN BRADLEY PIFER SUB (720)554-8080 Peter S Mallouk 270260 Remodel Assistance, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,500.00 FEES Total Valuation 0.00 Use Tax 136.50 Permit Fee 156.75 ** TOTAL ** 293.25 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€ims installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201701698 PERMIT NO: 201701698 JOB ADDRESS: 2955 Ingalls ST JOB DESCRIPTION: Permit for a reroof: remove existing asphault shingle, ice and water shield roof. 25 squares. ISSUED: 06/07/2017 EXPIRES: 06/07/2018 roof, install 1 layer 15# felt, @ eaves valleys and low slope porch I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performedfand the work�o be performed is disclosed in this document and/or its' acconypanyir9g approved plans and specifications. Signature of OWNER or CONTRAC`iOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing, and received prior to the date of expiration. An extension of no more than 180 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 originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. �. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date _ REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLO BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City Of (heat idge COMMUNI'Ii DEVELOPMENT Building & Inspection Services Division i 7500 W. 29« Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(c)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: W-1 Plan/Permit # f, c) I -I Q, I �0 I %"/ Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: '29 S 15_ ln4a A5 �T, ` oz- Y Property Owner (please print): 15 rad Mar %_h Phone: IZ3-14 -11T9 Property Owner Email rr4 a 42530ov(vca Mailing Address: (if different than property address) Address , State, Zip: Architect/Engineer: Architect/Engineer E-mail: A Phone: Contractor: evktoei i Sam Aallouk Contractors City License #: C-) Z Co Phone: *303-8 - q6L Contractor E-mail Address: Sd.w% 1 ' eg {'ta el ' w1 pr k , C A;✓ PvA Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form 2 q �5 ❑ COMMERCIAL `� RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION KRESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) �' ' Pep 1. c� 5 � P kd /L -k j Sq. FULF 'n I I Btu's Amps Squares .��AL41� Gallons Zq i_` j1 Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) � 5d0 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): �741t-\ �i d%� DATE: 6 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ lip + I 4� City of Wheat Ridge Residential Roofing PERMIT - 201701698 PERMIT NO: 201701698 ISSUED: 06/07/2017 JOB ADDRESS: 2955 Ingalls ST EXPIRES: 06/07/2018 JOB DESCRIPTION: Permit for a reroof: remove existing roof, install 1 layer 15# felt, asphault shingle, ice and water shield @ eaves valleys and low slope porch roof. 25 squares. **REVISION**Adding redecking; Added valuation: $1,953.13 *** CONTACTS *** OWNER (423)741-1774 MARTIN BRADLEY PIFER SUB (720)554-8080 Peter S Mallouk 270260 Remodel Assistance, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,453.13 FEES Total Valuation 0.00 Use Tax 177.52 Permit Fee 188.45 ** TOTAL ** 365.97 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€ms installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Ja Residential Roofing PERMIT - 201701698 PERMIT NO: 201701698 ISSUED: 06/07/2017 JOB ADDRESS: 2955 Ingalls ST EXPIRES: 06/07/2018 JOB DESCRIPTION: Permit for a reroof: remove existing roof, install 1 layer 15# felt, asphault shingle, ice and water shield @ eaves valleys and low slope porch roof. 25 squares. **REVISION**Adding redecking; Added valuation: $1,953.13 I by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am tl�e 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 ermtt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is isclosed in this document and/or its' accompanying approved plans and specifications. G / /i, a Signature of bVVNER or C(5N'(IKCT0R7(6iT'le 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 originalpermit fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval, 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of (O;Or Wheat Iid¢e COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDei.wheatridge.co.us I FOR OFFICE USE ONLY Date: Add to Permit # a-0 } I %, i 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 (please print): IF21 a MA ,I Phone: q7 - Property Owner Email: t1 Mailing Address: (if different than property address) Address: 5C- &W){,, City, State, Zip: Submitting Company: ) As S islo-, w- ; &, t- C Contact Person: -fi n a#0 tic Phone: 3-6 -'L "S Contractor: Contractors City License #: _ Z 7 U 260 Phone: -ZI66f Contractor E-mail Address: '5&A,,% ( �� .9�t jr-ci-t� G (, 10rC ) &6 W1 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: Amps Btu's Squares 11 Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 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 pen -nit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACT)OR) PRINT NAME: (OWNER)( `JCS l/!� ("� C2 (t SIGNATURE: /J �T DATE: S ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: �}l Building Division Valuation: $ G I ✓ C City of Wheat Ridge Residential Solar PERMIT - 201701793 PERMIT NO: 201701793 ISSUED: 07/10/2017 JOB ADDRESS: 2955 Ingalls ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Permit for residential solar, 10 panels, 1 inverter, 10 optimizers. Add 200amp meter, disconnect, AC disconnect *** CONTACTS *** OWNER (410)218-7309 NOWAK APRIL SUB (303)447-0300 Jeff Denovan 090413 Namaste Solar *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,246.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and a1_ applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.Must comply w/ 2012 IRC & 2014 NEC. Subject to field inspection. 1, byy myy signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applic'I' wilding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this pen -nit and perform the work described and approved in conjunction with yper,orme-d en-nit. I further attest that I aw le ally authorized to include all entities named within this document as parties to the work to be and„that all wok to e p on n-ned is disclosed in this docume t and/or its' accompanying approved plans and specifications. 7//0/1'7 Signs re of OW ER or CONTRACTOR (Circle one) Date y� his permit Was issued based on the information provided in thepermit application and accompanying pplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. pen -nit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and ui received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Blding 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 andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a pen -nit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f eld inspection. a � Signature of Chief Builditfg Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Plea email requests to insptimerequest@ei.wheatridge.co.us between 7:30am and 8:00am, the morning:afAhe;-ia a&io"W se put the address of the inspection in the subject line. City of- Wheat fWheat Pdge U � 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 FOR OFFICE USE ONLY Date: Plan/Permit # -Z,C)l -] v/ Plan Review Fee:�� Llw) Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Propertv Owner Property Owner Emai Mailing Address: (if different than property address) Address: Same City, State, Zip: Vr,Iiq 9fiG Ano, . Q ,n �_ �)rM4 i[�'YiS Architect/Engineer: �oa&alq-Smoje_#1.� Architect/Engineer E-mail: Phone: _36_3-L{g7-V13 Contractor: Namaste Solar P -7t) L4 1 '.-2, Li Contractors City License #: 1 Phone:-�T Contractor E-mail Address: .ime&\ namastesolar.com (>�3 3 3VST Ira - t4A/k2(3Ylfrrr PrST'—SOL,IPct2 . d✓''� Sub Contractors:Alj LA -S+ j n , (I& "be, f1 Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form IS 1.nc�� Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑■ OTHER (Describe) JtA. Cx A �i4N, (For ALL projects, please provide a detaR6d description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Installation of grid -tied (no batteries) PV. Flush mounted to roof Sq. Ft./LF Amps C kW Btu's Squares Io sblcAr an2ls y Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) I OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AU7 PRINT NAME: Tracey Morris SIGNA' DEP ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required ENT VSE ONLY of (OWNER) (CONTRACTOR) DATE: 6 ? 490 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ CAA PROFESSIONAL BUT L. DING R SAFETY EN GIN FFR I NC.:INFRAS T RUCTURE MAN GF.MFNT PLAN REVIEW COMMENTS FOR CITY OF WHEAT RIDGE Project Description: Roof mounted photovoltaic system for a single family dwelling Project Address: 2955 Ingals St. Plan Check No.: 201701793 Permit App. Date: 6/9/17 Applicant: Jonathan Smolens Phone: (303) 447-2813 Applicant email: tmorris@namastesolar.com Plan Checker: Dan Schultz Phone: (303) 235-2855 Plan Checker email: dannyschultz@caaprofessionals.com The project plans were reviewed for compliance with the following codes and standards: 2012 IBC, 2012 IRC, 2012 IMC, 2012 ECC, 2014 NEC, 2012 IPC, 2009 ANSI/ICC, City of Wheat Ridge Amendments • TO EXPEDITE PROJECT APPROVAL: Please provide a written response indicating how and where each comment was resolved on the plans. • Resubmit all previously reviewed plans, updated plans and supporting documents with each subsequent review. • For clarification of any plan review comment, please call or email the plan checker listed above. CHARLES ABBOTT ASSOCIATES, INC. 390 IN I ERLO( KEN URESCEN F. 3"° FLOOR• BROOMFIELD, CO 80021 1 uLL FREE: (966) 530-4980 EMAIL: WkV%V.CAAPROFESS IONALS.COM LAA PROFFe<104 %I BI II DING C SAI e rl I NGINh.Fftl".(, I'A , %S I I<Lt I I R N1 %N vGI AIF.NI General 1. Plans shall be on 11" x 17" minimum size sheets per city of Wheat Ridge plan check application requirements. 2. Note the adopted codes above on the plans. 3. Return all sets and documents plus 2 revised sets and documents. Provide a response letter, cloud all revisions and note the page number the revision can be located. Markings, Labels and Wiring Signs 4. Note on the label sheet: "All placards shall be weather resistant permanently etched placards. Handwritten signs will not be acceptable" 5. Provide a permanent warning label on the main panel that states: "WARNING THIS EQUIPMENT FED BY MULTIPLE SOURCES. TOTAL RATING OF ALL OVER CURRENT DEVICES EXCLUDING MAIN SUPPLY OVER CURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR". NEC 705.12(D)(c) CHARLES ABBOTT ASSOCIATES, INC. 390 1N I I RI U('Kf N ( RI t( I N I. 1" FI 01)R' BROOM! 11 I P. 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Boulder CO 80304 ��,•��N s,4.rtQ 2~7/3/20 :0 8 9 Re: General Flush Mount Roof PV System Letter �s' •. asset*,('j�a E Engineering Project Number: J 15095 This is a general prescriptive letter for flush mount roof PV racks and panels to be installed. Below are the requirements based on the 2012 IBC that when met means that the existing roof structure can support the added dead and live loads from the addition of the new PV array. 1) The existing roof structure is a minimum of 2x4 pre-engineered wood trusses at 24" with a minimum roof slope of 4/12 and a maximum slope of 12/12. 2) The existing roofing material is a single layer of asphalt shingles. Multiple layers and other materials are not covered by this letter. 3) The supports from the panel racks are spaced at 48" (on the 24" oc trusses) and that vertically -adjacent L -feet do not bear on the same truss but are staggered over every other truss (wherever possible) so that each truss under the panels supports some load. 4) The standoffs are attached to the trusses with 5/16" -diameter stainless steel lag screws with a minimum penetration of 2" into the truss top chords. 5) The roof snow loading does not exceed 30 psf. 6) The panel and rack dead load does not exceed 5 psf. 7) The design wind speed does not exceed 130 mph 3 second gust exposure C. 8) The array cannot hang below the roof eve, extend above the roof ridge or beyond the roof edges, 9) The array has a maximum clearance off the roof surface of 10" We do not assume responsibility for any construction flaws or defects that may currently exist or are caused by the proposed installation, Sincerely, Jonathan Smolens P.E 2400 Central Ave A-1 North, Boulder Colorado 80301 (303) 447-2813 fax (303) 447-2814 xo 3ovNovd iiwu3d ivnGI IGN1 EV -10S00£0 o [44'£0£ • woo ielogalseweN nvnrn W z sozoo OO 7anoa4' V J# �awuel ME " vi 0 40E0800'japinog',(-V—S LLS4 ¢ J o *71208 OS �Sald lb]HM N O g — ~ o� m a v'I O S aasou�pug1i QJo v z- o w_ _o M w �1S S-l-lb'JNI 5562 m �, ¢ r a W� g= o w Q Q g Z a Of o j Z w Q 0 Q o_ W " — Q a �IdMON 8 NIl�JbW y >' rn u W N 3} a W x Q O F U 6 N 1 Z 'a Q Z # Q oth r th Q Q N O lL r Z � Q Q _ r Q a 1 � m D a o m � o ao O o � O O o o � N F H Q D H U W ❑ Z w W O Z O U h W Q p Z O Q a a - ry} LL W H f Of WO W ~J z W O Z F Z c7 U = Z p H w W J O h J U W' W m > O r "'Z r H Q N F Z J U J O — Q 0 Z 0 _O U W= � U W Q F U W � LL 1 =w W F-O�Q N W i W p= /� VJH W UZ mHH J'vQ = Q J Z Q Q 0 m = _ n — J m H O L -Z of NZ U }- U J Z - O OQQNFa-ZFQO W� X V Q= O K O Q U Q J CK OJ N U Q X d cn Q F F Q H 00£0'LVO 'EO£ ww'MPS-M—N'm�un SOZOB OO 'ianuaO 'y*iawuel OE£E 40£08 OO',apinog '6empea8 LLO 0 I a6sDWDU ct� u < J o Q o U== w a o 3OV)4ONd iIV483d ivn(ilAIdNI 8 IOS *71208 OO `�Sal� 1d�HM o 1S S��b JN 15562 uJ m N Y w 3 Cf) o p — o J= 1 o o Q a LU N N z Q o 3 w # z N Z ° r < n m WMON '8 NI1�IdW < a aco Q w l N zN o zLL wo IL()!f 00 zW J J_ p �> O 0 Q Q LU S z � Lu U-jN LU Z (7 O (j LLJ Q� � O .Z z �mLU W Z �g o w � �� m� Z:) Z J C� 0 O Fc�ce a OD v U CT L w N- 7. m < Q c_ 3 � m >MOO w w D rn O O D D G) vv1O r- r- n z z m rn= 2 C) v D m 71 C) m o C rn mw wrnw 3 w w o o T w p T r r D r o D < O m n s r r - p w n o D o � O z �O X D X X X Z 3p r rnzmmmmzccn :D X ;a m';0 -4 _ O D p O O z m 3 x m m m D O p to x r c x z > D o m I!O 0 N Deo mm O mA O n C 77 n O o J —1 _ O p 0 m 0 n D o z o D c'nwDz C� c w --I r < Om m - O N m w N N C P Pak ak n A -oo m O m - n .0 T < < < n < p < xa IT! o kik o p nnnOm � o 0 pm D (n m m n m pG) M N � r nnn z� Ozc�m Z n n m z m- z n( 3 r X m m m v C N N n Z o A -ci frll DD Zmz T w m n mGip 3 A x N N D D z 3 O N A v 3 o o Z> D< w 3 m m D %D n z m A n n n n nr C C C C C O Z N3° (Ji N y-v G1w N _r G m' m D D m- o i D_" p G 7 r n O f n p rn_ Z m r N n cnTv<O, w�lo�^n�rn�pncnnA Tncm�rw>m r w �- < Z rn G m oD >� DO Dmrou'o � = _ v m?? m rn z Om ZnDZ N O-DD. z //m11 \J 2 2 m _� 3 0 D O1� 0 DO n n �ivD I c, 'L Z N z v ;u0m vmmz Z < m n O Drn 1m�m ^^ 3pom �nm�N0 lI — z n :'K cc): -zi z mv��zrA D OXX?�o 3 O MMX<� �moE o=Z�ao r SIT mwa DZD Z X ;0z msarnT v =��Z A � ommn O z rn m m o•mDm n C" D 3 3 m n D m m m N D cn m 'D m D 0 cn C) 3 D A z r m N m J O C � to z m o= N MARTIN & NOWAK z T w A °_ o �� o _ D z° p m o m m I W m o m A 2955 I NGALLS ST. 0 m= 9 N m n z �� namaste SOLAR A= m m D m ti = r D D m 3 z oO m m WHEAT RIDGE C 0 8 0 214 A m g m o A O , m A 4571 Broadway, Boulder, CO 80304 O r wo r u! y 3330 Larimer #IA, Denver, CO 80205 Z o m 3 —.NamasteSolar.com . 303.447.0300 m i SOLAR INDIVIDUAL PERMIT PACKAGE 3 n o 0 3 3 3 3 3 3 m Q 3 3 3 3 3 m m -1 c D D D D D D D D D D O O rn 3 X X X X? 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The world -record cell design was developed to achieve the best performance under real condi- tions — even with low radiation intensity and on clear, hot summer days. LOW ELECTRICITY GENERATION COSTS ►J Higher yield per surface area and lower BOS costs thanks to higher power classes and an efficiency rate of up to 18.3 %. c� INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behavior. ENDURING HIGH PERFORMANCE Long-term yield security with Anti -PID Technology', Hot -Spot -Protect and Traceable Quality Tra.QTM. EXTREME WEATHER RATING High-tech aluminum alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa) regarding IEC. MAXIMUM COST REDUCTIONS Up to 10% lower logistics costs due to higher module capacity per box. IFA RELIABLE INVESTMENT Inclusive 12 -year product warranty and 25 -year linear performance guarantee 2. THE IDEAL SOLUTION FOR: ®Rooftop arrays on � residential buildings Engineered in Germany O CELLS I YIELD SECURITY TOP BRAND PV I �ANTI PID TECHNOL i t;15"11-1111 P11T11 MA T Phntnn QCELLS Best polycrystalline solar module 3014 e.Pee-63335 174 APT test conditions: Cells at -1500V against grounded, with conductive me- tal foil covered module surface, 25°C, 168 h 2 See data sheet on rear for further information. OCELLS MECHANICAL SPECIFICATION Format In X In X I. Zbin (Including rame (1670mm x 1000mm x 32mm) Weight 41.45lbs (18.8kg) Front Cover 0.13 in (3.2 min) thermally pre -stressed glass with anti -reflection technology Back Cover Composite film Frame Black anodized aluminum Cell 6 x 10 monocrystalline Q.ANTUM solar cells Junction box 2.60-3.03 in x 4.37-3.54in x 0.59-0.75in (66-77mm x 111-90mm x 15-19mm), Protection class IP67, with bypass diodes nsr,sow iHs. + e.a,«.r,a r.,mrnlYrls.sw + n>r,l®w .+ a N I [ o.�, uw TAT-°" OSS Cable 4mm2 Solar cable; (+) z39.37m (1000mm), (-) a39.37m (1000mm) Connector Multi -Contact MC4 or MC4 intermateable, IP68 I [ o.�, uw TAT-°" OSS Temperature Coefficient of V. ELECTRICAL CHARACTERISTICS POWER CLASS 290 295 300 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE +5W / -OW) [°F] 113 *5.4 (45 ±3'C) PROPERTIES FORSYSTEM DESIGN Power at MPP' P„ee [W] 290 295 300 Short Circuit Current* Ik [A] 9.63 9.70 9.77 Open Circuit Voltage* V. [V] 39.19 39.48 39.76 C (IEC) / TYPE 1 (UL) Design load, push (UL)' fibs/ft'] 75 (3600 Pa) Current at MPP* I„ [A] 9.07 9.17 9.26 on continuous duty (-40°C up to +85 °C) Design load, pull (UL)2 Voltage at MPP* VM [V] 31.96 32.19 32.41 Efficiency' n [%] _ 17.4 > 17.7 _'18.0 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS. NOC' UL 1703; VDE Quality Tested; CE -compliant; Number of Modules per Pallet Power at MPP2 PMPP IW] 214.4 218.1 221.8 e Short Circuit Current* 1. [A] 7.77 7.82 7.88 s Open Circuit Voltage* V. [V] 36.65 36.92 37.19 Current at MPP* I- [A] 7.12 7.20 7.27 Voltage at MPP* V_ [V] 30.12 30.30 30.49 11000W/m2, 25°C, spectrum AM 1.5G ' Measurement tolerances STC :3%; NOC :5% 3800W/m2, NOCT, spectrum AM 1.5G *typical values, actual values may differ information on approved installation and use Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE m YEAA RS .ns'nw M+P�n+°m cm��Y,�Nlomb swcmmb, xolal aA'-T---------T------"-' At least 98% of nominal power during T - ng first year. _ I I I I Thereafter max. 0.6 % degradation per year. I At least 92.6% of nominal power up to 10 years. At least 83.6 % of norninal power up to 25 years. - I I I W I I All data within measurement tolerances. --,-----+-----{ Full warranties in accordance with the warranty 5 terms of the Q CELLS sales organisation of your respective country. IRRADIANCE 1W.11 Typical module performance under low irradiance conditions in comparison to STC conditions (25°C, 1000W/m2). TEMPERATURE COEFFICIENTS Temperature Coefficient of I,c a [%/Kl +0.04 Temperature Coefficient of V. [%/K] -0.28 Temperature Coefficient of P., V [%/Kl -0.39 Normal Operating Cell Temperature NOCT [°F] 113 *5.4 (45 ±3'C) PROPERTIES FORSYSTEM DESIGN Maximum System Voltage V,Y, [V] 1000 (IEC) / 1000 (UL) Safety Class II Maximum Series Fuse Rating [A DC] 20 Fire Rating C (IEC) / TYPE 1 (UL) Design load, push (UL)' fibs/ft'] 75 (3600 Pa) Permitted module temperature -40°F up to +185°F on continuous duty (-40°C up to +85 °C) Design load, pull (UL)2 [lbs/ft'l 55.6 (2666Pa) a see installation manual QUALIFICATIONS 1 CERTIFICATES PACKAGING INFORMATION UL 1703; VDE Quality Tested; CE -compliant; Number of Modules per Pallet 32 IEC 61215 (Ed.2); IEC 61730 (Ed.l) application class A Number of Pallets per 53' Container 30 (/� �vE E Number of Pallets per 40' Container Pallet Dimensions ( L x W x H) 26 68.7 in x 45.3 in x 46.1 in ` (1745 mm x 1150 mm x 1170 mm) Pallet Weight 1435 lbs, (651 kg) NOTE: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha Q CELLS America Inc. 300 Spectrum Center Drive, Suite 1250, Irvine, CA 92618, USA I TEL +1 949 748 59 96 1 EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us solar -.. SolarEdge Single Phas For North America SE3000A-US / SE380OA-US / SE5000A SE760OA-US / SE10000A-US / SE1140( ��verte� t 12 ZJ �etAenu�. f3 The best choice for SolarEdge enabled systems Integrated arc fault protection for NEC 2011690.11 compliance Rapid shutdown for NEC 2014 690.12 — Superior efficiency (98%) — Small, lightweight and easy to install on provided bracket — Built-in module -level monitoring — Internet connection through Ethernet or Wireless — Outdoor and indoor installation — Fixed voltage inverter, DC/AC conversion only — Pre -assembled Safety Switch for faster installation — Optional — revenue grade data, ANSI 012.20 USA C,FRMANY IWY fPAN( t 1/-PATA CHIHA AUSTRALIA IHENE 4ERIANDS,uK ISRAEI www.solaredge.us solar=@@Single Phase Inverters for North America SE3000A-US _,E3800A-US - SE5000A-US / SE6000A-US / SE760OA-US, SE 10000A -US, SE1140OA-US 56000A -US SE3800A USj SESOOOA US �SE6000A US SE7600A US SE10000A US SE11400A US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 T. VA 10000 . 240V 5450 �240V ) 10800 @ 208V Max. AC Power Output 3300 12000 VA _. ..............p....... 10950 @24!)V �. . � _ 5400 ✓ 20 V ....... AC Out ut Voltage Min: Nom: Max. l' 6000 8350 ✓ P g 183 - 208 - 229 Vac ......................................... AC Output Voltage Min :Nom: Max.'1' 211 - 240 264 Vac ...................................... AC Frequency Min.-Nom.Max.l" Max. Continuous Output Current ........................................ ........... GFDI Threshold .............................. Utility Monitoring, Islanding Protectioi IOU DI IT ✓ ✓ ✓ ✓ ✓ ✓ 59.3-60-60.5 @ 208V 25 16 14 @ 208V 5.�. 32 .... .�...48121 ................•... 1 .......................................... ... _. .. .. ....... .......,.... I, Country Configurable Thresholds Yes �........... Hz ........... � 47.5 A A Yes Maximum DC Power(STC)1. 4050 5100 6750 8100 10250 13500 15350 W . ........... Transformer less Ungrounded ................ ........ ......... . .. ......... ..... ... ......... Yes ........ .... ......... ... . Max. Input Voltage ........... ............................. 500............... (HxWx02.. ...Vdc.... Nom. DC Input Voltage mm .. 325 @ 208V / 350 @ 240V .88,4/40.1 Vdc Max Input Currentjz' 9.5 13 1 IiiV ( 23 I 34.5 Adc ...................... ................ ... Fans (user replaceable) 1 15:5.@1. 240V 18.. ..30351200 I _ ........ Max. Input Short Circuit Current I ................... ................ ......I.... ..... 45 .............. ........... .. ... Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 600kca Sensitivity .................... ................. Maximum Inverter Efficiency ............... 97.7 ... 98 2 ...........-.. 98:3 ................ 98,3 ....... ....-................. 98 98 98. _ . ........... . ..... .... ....... _ CEC Weighted Efficiency 97.5 98 97 @ 208V 97 @ 208V 97.5 98_@,240V.. . ,,, g ......... ................ ..97;5, n�.240V„ Nighttime Power Consumption < 2.5 < 4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485, RS232, Ethernet, ZigBee (optional) ................................................. .......... Revenue Grade Data, ANSI C12.20 Optiona101 Rapid Shutdown —NEC 2014 690,12 1 Yes STANDARD COMPLIANC Safety UL1741. UL1741 SA: UL1699B, UL1998 , CSA 22.2 Grid Connection Standards IEEE1547 ... ........ ......... ......... ... ...... ..... ... ....... ......... ........ ......... ......... ............. Emissions FCC partly Class B AC ouiput wnduit size / AWG range ........... 3/4" minimum / 16-6 AWG ............I ............. 3/4" minirnum / 8-.3.A, G ................. ............ .. ... .. .. DC input conduit size / # of strings / 3/4" minimum / 1.2 strings / 16-6 AWG 3/4' minimum / 1-3 strings / AWC ran6e............. 14.6 AWG . Dimensions with Safety Switch 30.5 x 12,5 x 7.2 / 775 x 315 x 184 30.5 x 12.5 x 10.5 / in / (HxWx02.. 775, x.315 x 260 mm .. Wei&ht with Safety Switch . .. .... ........ .?i,,2./ 23.2 �.................. 54:7 / 24:7.. .88,4/40.1 Ib / kg... Natural convection Cooling Natural Convection and internal Fans (user replaceable) fan (user ffreplaceable). Noise < 25 < 50 .. .dBA Min -Max. Operating Temperature -13 to +140 / -25 to +60 (-40 to +60 version available(") 'F /'C _Rang? .... I ........... . .... .... .... .. ..... I ........ .,....... Protection Rating NEMA 3R For other regional settings please contact 5nlarEdge support. A higher current source may be used; the Inverter will limit its input current to the values stated. Revenue grade inverter P/N: SExxxxA-U5000NNR2 (for 7600W inverter:5E7600A-U5002NNR2). i41-40 version PIN: SExxxxA-USOOONNU4 (for 7600W inverter:SE7600A-US002NNU4). solar -.. SolarEdge Power Optimizer Module Add -On For North America PV power optimization at the module -level — Up to 25% more energy — Superior efficiency (99.5%) — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module -level monitoring — Module -level voltage shutdown for installer and firefighter safety USA CANAWv )E.FflAPNY I'- AL! �'-RtWIE JAPAN CHINA AUSTRALIA THE.NETHFRLANDS UK -ISRAEL www.solaredge.Us so I a r' • • z SolarEdge Power Optimizer Module Add -On for North America P300 / P320 / P400 / P40, P400 P405 P300 P320 or high-power (for 72 & 96 -cell (for thin film (for 60 -cell modules) 60 -cell modules) modules) modules) INPUT Rated Input DC Powerltl 300 I ............... Absolute Maximum Input Voltage 48 (.VOC at lowest temperature) ........... .............. . . . ....... . ................ MPPT Operating Range8-48 ................... Maximum Short Circuit Current Isc 10 Maximum DC Input Current 12.5 Maximum Efficiency ............................ .................. Weighted Efficiency ............................... OUTPUT DURING OPERATION (POWER �-OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER► ....... Maximum Output Current 15 Adc ......... Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Vdc Optimizer 1 STANDARD COMPLIANCE Safety .......... -1 ...... RoHS INSTALLATION SPECIFICATIONS FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 .................................................... ............... IEC62109 1(class II safety)[ UL1741 ........................................ Yes Maximum Allowed System Voltage..... 1000 .............................. ... ............... Vdc Compatible inverters . ..... .............. All SolarEdge. Single Phase and.Three Phase inverters .. ............................................... Dimensions (W x l x H) 128x152x27.5/ 128x152x35/ 128x152x50/ mm/in 5 x 5.97 x 1.08 5 x 5.97 x 1.37 5 x 5.97 x 1.96 ........................................................................................................................................................................ Weight (including cables) .............................. 760.% 1: � ...................... .....830...1:8........ _ ...1064 / 2..3. In ut Connector .p ............... . M Compatible........... Output Wire Type /Connector Double Insulated; MC 4 Compatible Output Wire Length ...................... 0.95 3:4........ ...... � .......... 1.2 /.3:9.. . . m / ft ....... ... Operating Temperature Range -40 - +85 / -40 ; +185`C / 'F Protection Rating IP68 / NE "6P Relative Humidity0 ......... .. _ . - 100, % Or Rated 5'rc power of the module Module of up to .5 % power tolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 209V THREE PHASE 480V A SOLAREDGE INVERTERI$? Minimum String Length (Power O bmlzers 8 10 18 Maximum String Length 25 1 25 50 (Power Optimizers) I f _. .. I Maximum Power per String Ij 5250 6000 12750 W .. (. Parallel Strings of Different Lengths Yes or Orientations " it's not allowed to mix P405 with P300/P400/P600/P700 In one string. SN/Li Starling Madison Lofquist, Inc. C:onsu/tir;s titructural and Fn r e n s i c [ngineers i 5224 South 39' Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com IronRidge March 14, 2016 1495 Zephyr Ave Page 1 of 20 Hayward, CA 94544 Attn: Mr. David F. Taggart, Vice President Products Subject: IronRidge XR100 Rail, Roof Flush Mounting System — Structural Analysis Dear Sir: We have analyzed the IronRidge XR100 Rail for the subject solar module support system and determined that, for the configurations and criteria described below, it is in compliance with the applicable sections of the following Reference Documents: Codes: ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures International Building Code 2015 Edition International Residential Code 2015 Edition Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC -ES Aluminum Design Manual, 2015 Edition The IronRidge XR100 Rail is an extruded aluminum section with an overall depth of 2.438 in. and a net area of 0.583 sq.in. The rails are used to support solar modules, typically, on the roof of a building. See Exhibit 0011— attached. The modules are clamped to the rails by the IronRidge Module Mounting Clamps as shown in the attached Exhibit. The rails are attached to the L -Foot aluminum angle brackets that are either attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are mounted across the slope with a small clearance (flush mounting) to the underlying roof structure. The installed solar modules are at the same slope as the underlying roof structure. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of the rails. The maximum span of the rails is governed by either the mid -span flexural stresses or the deflection requirement that the rail not come into contact with the roof. The effect of seismic loads (for all design categories A -F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore, the maximum allowable spans for common load cases are shown in the tables below. Tables IA -9A are for modules with a maximum long dimension of 67.5 inches and Tables 1B -9B are for modules with a maximum long dimension of 78.5 inches. Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers IronRidge March 14, 2016 Mr. David F. Taggart Page 20 of 20 IronRidge XR100 Rail, Roof Flush Mounting System — Structural Analysis Notes — Tabulated values are based on the following criteria: 1. Building mean roof height = 30 ft 2. Risk Category I 3. Solar maximum module long dimension is 67.5 inches for Tables 1A -9A and 78.5 inches for Tables 113-913. 4. Provide 2 in. clear between roof and rail 5. End cantilever span (max) = 0.40 x maximum span (L..) from above tables. See Figure A 6. No rail splices in outer 2/3 of end spans, or the middle 1/3 of interior spans based on the installed attachment spacing (Linstau). See Figure A 7. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for continuous rails of 3 or more spans. 8. Module Mounting Mid Clamps shall not be installed less than 20 inches from Roof Zone 3 where wind speeds are marked with an * in Tables 3B and 6B. End Span Interior Span End Span 0.4 Lm„ TYP 1/3 L.,, TYP Figure A L— = Maximum attachment spacing provided in the tables above for the project design criteria Li.. = Actual installed attachment spacing ® = Indicates region of the rail where splice may be installed Our analysis assumes that the rails, including the connections and associated hardware, are installed in a workmanlike manner in accordance with the "IronRidge Flush Mount Installation Manual" by IronRidge and generally accepted standards of construction practice. Additional information is available at the IronRidge web site, IronRidge.com. Verification of PV Module capacity to support the loads associated with the given array shall be the responsibility of the Contractor or Owner and not IronRidge or Starling Madison Lofquist. The adequacy of the supporting roof framing is to be determined by others. Please feel free to contact me at your convenience if you have any questions. Respectfully yours, Tres Warner, P.E. Design Division Manager Starling Madison Lofquist, Inc. -20- Consulting Structural and Forensic Engineers C) N U 0 N 0 R i l l i i s woo° oU�++� Z LL+ wYOxX-Z 1 Q O N 0- C) N O C Q) )s C U -0 D- CO LU o� n 0 m 2 (31 WA a s X Q LO LU J r Q J LU Q 0 N EI LL �E U � �U a� D o LO O2 CL > 00 IL C� O O p J_ Lli Q J Lu Q pU V) EI LL �E O �U a� D o 0 :2 CL a� 00 C� O O LIF O 0)-c L F= O O Om w z O a O' O X LU M GGO N O Q 1 O O 1 X W H m 2 x W O N Ol O N O Q 0 g � ` U G Z 0 Q 0 0 E C ON Q O E O N Q U � 0 � w 'w C.) O Z> m a V" C0 c 0 D 0 O 2 CD D LO H.. J_ r Q w � J Lu Q 0U V) 0 O X LU M O M u XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. r XR10 XR10 is a sleek, low -profile mounting rail, designed for regions with light or no snow. It achieves 6 foot spans, while remaining light and economical. 6' spanning capability Moderate load capability Clear & black anodized finish Internal splices available Rail Selection XR100 XR100 is the ultimate residential mounting rail. It supports a range of wind and snow conditions, while also maximizing spans up to 8 feet. 8'spanning capability Heavy load capability Clear & black anodized finish Internal splices available XR 1000 XR 1000 is a heavyweight among solar mounting rails. It's built to handle extreme climates and spans 12 feet or more for commercial applications. 12' spanning capability Extreme load capability Clear anodized finish Internal splices available The following table was prepared in compliance with applicable engineering codes and standards. Values are based on the following criteria: ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed span tables and certifications. )0 ?0 10 30 1UU 120 10-20 140 IW 100 30 160 100 40 160 50-70 160 80-90 160 XR100 XR1000 IRONRIDGE Traditionally, solar modules are grounded by attaching lugs, bolts or clips to the module frame, then connecting these to a copper conductor that runs throughout the array. This process adds time and cost to the installation, and often results in improper grounding, creating significant long-term safety risks. The IronRidge Integrated Grounding System solves these challenges by bonding modules directly to the mounting rails. This approach eliminates separate module grounding hardware, and it creates many parallel grounding paths throughout the array, providing greater safety for system owners. Grounding Strap Grounding Straps are used to bond rail -to -rail connections. They are only required on the rail with the grounding lug. Integrated Grounding System Grounding Mid Clamp Each Grounding Mid Clamp pierces through the anodized coatings of both the module frame and the mounting rail to form secure electrical bonds, which are repeated throughout the array. Grounding Lug A single Grounding Lug connects an entire row of PV modules to the grounding conductor. Installation Overview Install Roof Attachments • Install appropriate roof flashing and/or standoff for roof type. • Attach L -Feet to flashing or standoff. Prepare Rail Connections • Insert splice into first rail, then secure with Grounding Strap and self -drilling screw. • Slide second rail over splice, then secure with opposite end of Grounding Strap and self -drilling screw. Mount & Ground Rails • Attach rails to L -Feet and level rails. • Install one Grounding Lug per row of modules. • Connect Grounding Lug to grounding conductor. Install Modules & Clamps • Install first module using End Clamps and Grounding Mid Clamps. • Install additional modules using Grounding Mid Clamps. • Finish row with a second pair of End Clamps. Testing & Certification The IronRidge Integrated Grounding System has been tested and certified to UL 2703 by Intertek Group plc. UL 2703 is a proposed UL standard for evaluating solar module mounting and clamping devices. It ensures these devices will maintain strong electrical and mechanical connections over an extended period of time in extreme outdoor environments. The testing process closely mirrors that of UL 1703, the solar module testing standard, including temperature and humidity cycling, electrical and mechanical load testing, and manufacturing quality reviews. Module Frame Compatibility Dimension Range A 31.Omm - 51.Omm A B 5.08mm (minimum) Any module frames whose parameters are not listed in the provided table have not been tested for compatibility. The Grounding Clamp has proven robust in grounding 60 -cell and 72 -cell solar module frames with box construction and a range of anodization thicknesses. All solar modules listed to UL 1703 and with frame construction within the parameters stated above are compatible with the IronRidge Integrated Grounding System. Go to ironridge.com/ig UL 2703 LISTED #5003288 ETA us #5003320 Intertek #5004376 • Conforms to ANSI/UL 2703 (2015) Standard for Safety First Edition: Mounting Systems, Mounting Devices, Clamping/ Retention Devices, and Ground Lugs for Use with Flat -Plate Photovoltaic Modules and Panels • Max Overcurrent Protective Device (OCPD) Rating: 25A • Max Module Size: 24ft2 • Module Orientation: Portrait or Landscape • Mechanical Load Rating: meets minimum requirements of the standard (10 PSF downward, 5 PSF upward, 5 PSF lateral). Actual system structural capacity is defined by PE stamped certification letters. CLASS A SYSTEM FIRE RATING PER UL 1703 • Any Roof Slope with Module Types 1, 2, and 3 • Any module -to -roof gap is permitted, with no perimeter guarding required. This rating is applicable with any third -party attachment. • Class A rated PV systems can be installed on Class A, B, and C roofs without affecting the roof fire rating. STRUCTURAL CERTIFICATION • Designed and Certified for Compliance with the International Building Code & ASCE/SEI-7 Product markings are located on the 3/8" flange hex nut. i i i i ilr GROUNDING STRAP EXPANSION JOINT Grounding Strap Expansion Joints are required for thermal 3/8" From End expansion of rows exceeding 100 feet of rail. \, K\\ Torque to BO in -lbs Insert Internal Splice into first rail and secure with screw. \\�` Assemble and secure Grounding Strap 3/8" from rail r> end. Slide second rail over Internal Splice leaving 1"gap between rails. Attach other end of Grounding Strap hardware, and torque hex nuts to 80 in -lbs. with Q Second Bonded Splice screw is not used with Expansion Joints. Q Do not install module over top of expansion joint location. Fully Seat 6" Inside Rail Screw 1" Gap 6�L 'Grounding Lugs and Wire are not required in systems using Enphase microinverters. The Flush Mount System may be used to ground and/or mount a PV module complying with UL 1703 only when the specific module has been evaluated for grounding and/or mounting in compliance with the included instructions. Unless otherwise noted, "xxx" refers to the module power rating and both black and silver frames are included in the certification. IAstronergy Solar Alice._ Modules with 35, 40, and 45mm frames and model identifier aaSM66yyPzz-xxx; where "aa" can be CH or A; "yy' can be either 10 or 12; "zz" can be blank or (BL). Frameless modules with model identifier CHSM6610P(DG)-xxx. Axitec `Canadian Modules with 35 and 40mm frames and model identifier AC-xxxY/aa-ZZ; where "Y" can be M or P; "aa" can be 125 or 156; and "ZZ" can be 54S 60S or 72S. Solar Modules with 40mm frames and model identififer CS6Y-xxxZ; where "Y" can be K, P, V, or X; and ""Z"" can be M, P, PX, or P-SD. Uframed modules with model identifier CS6Y-xxxP-FG; where ""Y"" is K or X. ET Solar Modules with 35, 40, and 50mm frames and model identifier ET-Y6ZZxxxAA; where "Y" can be P, L, or M; "ZZ" can be 60 or 72; and "AA" can be WB, WW, BB, WBG, WWG, WBAC, WBCO, WWCO, WWBCO or BBAC. t r Flex Modules with 35, 40, and 50mm frames and model identifier FXS-xxxYY-ZZ; where "xxx" is the module power rating; "YY" can be BB or BC; and "ZZ" can be MAA1 B, MAA1 W, MAB1 W, SAA1 B, SAAi W, SAC1 B, SAC1 W, SAD1 W, SBA1 B, SBA1 W, SBC1 B, or SBC1 W. Gigawatt Solar Modules with 40mm frames and model identifier GWxxxYY, where "YY" can be either PB or MB. Hanwha Solar Modules with 40, 45, and 50mm frames and model identifier HSLaaP6-YY-1-xxxZ; where "aa" can be either 60 or 72; "YY" can be PA or PB; and "Z" can be blank or B. Hanwha O CELLS Modules with 32, 35, 40, and 42mm frames and model identifier O.YY-ZZ-xxx; where "YY" can be PLUS, PRO, or PEAK, and "ZZ" can be G3, G4, L-G2, L-G3y, L-G4y, BFR-G3, BLK-G3, BFR-G4, BFR-G4.1, G4/SC, or G4.1/SC. Hyundai Modules with 35 and 50mm frames and model identifier HiS-YxxxZZ; where "Y" can be M or S. and "ZZ" can be MI, MF, MG, SG, RI, RG, TI, or TG. Itek Modules with 50mm frames and model identifier IT-xxx-YY; where "YY" can be blank, HE, or SE. Modules with 40 and 45mm frames and model identifier JAyyzz-bb-xxx/aa; where "yy" can be M6 or P6; "zz" can be blank, (K), (L), (R), (V), (BK), JA Solar (FA), (TG), (FA)(R), (L)(BK), (L)(TG), (R)(BK), (R)(TG), (V)(BK), (BK)(TG), or (L)(BK)(TG); "bb" can be 48, 60, or 72; and "aa" can be MP, SI, PR, 31313, 4813, 4BB/RE. Jinko Modules with 35 and 40mm frames and model identifier JKMYxxxZZ, where "Y" can either be blank or S, and "ZZ" can be M, P, PP, P-B, or P-V. Frameless modules with model identifier JKMxxxPP-DV. Kyocera Modules with 46mm frames and model identifier KYxxxZZ-AA; where "Y" can be D or U; "ZZ" can be blank, GX, or SX; and "AA" can be LPU, LFU, UPU, LPS, LPB, LFB, LFBS, LF132, LPB2, 3AC, 313C, 3FC, 4AC, 413C, 4FC, 4UC, 5AC, 513C, 5FC, 5UC, 613C, 6FC, 86C, 6MCA, or 6MPA. LG Modules with 35, 40, and 46mm frames and model identifier LGxxxylz-bb; where "y" can be A, N, or S, "z" can be C or K, and "bb" can be A3, 1331 G3, C4 or K4. Mitsubishi Modules with 46mm frames and model identifier PV-MYYxxxZZ, where "YY" can be LE or JE; and "ZZ" can be either HD, HD2, or FB. Motech IM and XS series modules with 40, 45, and 50mm frames. Panasonic Modules with 35mm frames and model identifier VBHNxxxSAyy, where "yy" can be either 06, 06B, 11, 11 B. 15, 15B, 16 or 16B. Phono Solar Modules with 35, 40, or 45mm frames and model identifier PSxxxY-ZZ/A; where "Y" can be M or P, "ZZ" can be 20 or 24; and "A" can be F, T or U. Prism Solar Frameless modules with model identifier BiYY-xxxBSTC; where "YY" can be 48 or 60. REC Solar Modules with 38 and 45mm frames and model identifier RECxxxYYZZ; where "YY" can be M, PE or TP; and "ZZ" can be blank, BILK, SLV, or 72. Renesola Modules with 35, 40 and 50mm frames and model identifier JCxxxY-ZZ; where "Y" can be F, M or S; and "ZZ" can be Ab, Ab-b, Abh, Abh-b, Abv, Abv-b, Bb, Bb-b, Bbh, Bbh-b, Bbv, Bbv-b, Db, or Db-b. Renogy Modules with 40 and 50mm frames and model identifier RNG-xxxY; where "Y" can be D or P. Silfab Modules with 38mm frames and model identifier SYY-Z-xxx; where "YY" can be SA or LA; SG or LG; and "Z" can be M. P, or X. SolarWorld Sunmodule Plus, Protect, XL, Bisun, Bisun XL, may be followed by mono, poly or duo and/or black or bk; modules with 31, 33 or 46mm frames and ` model identifier SW-xxx. Stion Thin film modules with 35mm frames and model identifier STO-xxx or STO-xxxA. Thin film frameless modules with model identifier STL-xxx or STL-xxxA. Sun Edison Modules with 35, 40, and 50mm frames and model identifier SE-YxxxZABCDE, where "Y" can be B, F, H, P, R, or Z; "Z" can be 0 or 4; "A" can be B, C, D, E, H, I, J, K, L, M, or N; "B" can be B or W; "C" can be A or C, "D" can be 3, 7, 8, or 9; and "E" can be 0, 1 or 2. Suniva Modules with 35, 38, 40, 46, and 50mm frames and model identifiers OPTxxx-AA-B-YYY-Z or MVXxxx-AA-B-YYY-Z; where "AA" is either 60 or 72; "B" is either 4 or 5; "YYY" is either 100,101,700,1 B0, or 1 B1, and "Z" is blank or B. Sunpower SPR-A-xx series with standard (G3) or InvisiMount (G5) 46mm frames; where "A" is either E or X; and "xx" is the series number. Sunpreme Frameless modules with model identifier GXB-xxxYY; where "YY" can be blank or SL. Suntech Vd, Vem, Wdb, Wde, and Wd series modules with 35, 40, and 50mm frames. Modules with 35, 40 and 46mm frames and model identifier TSM-xxxYYZZ, where "YY" can be PA05, PC05, PD05, PA14, PC14, PD1 4, PE14, or DD05; Trina and "ZZ" can be blank, A, A.05, A.08, A.10, A.18, .05, .08, .1Q .18, .08D, .18D, 0.82, A.082(II), .002, 00S, 05S, 08S, A(ll), A.08(II), A.05(II), A.10(II), or A.18(II). Frameless modules with model identifier TSM-xxxYY; and "YY" can be either PEGS, PEG5.07, PEG14, DEG5(II), DEG5.07(II), or DEG14(II). Winaico Modules with 35 and 40mm frames and model identifier Wsy-xxxz6; where "y" can be either P or T, and ""z"" can be either M or P. Yingli Panda, YGE, and YGE-U series modules with 35, 40, and 50 mm frames. 1495 Zephyr Avenue RON RI DGE Hayward, 94544 1-800-227-9-9 523 IronRidge.com Attn: David F. Taggart, VP Products, IronRidge Inc. Date: March 28th, 2017 Re: Structural Certification and Span Tables for IronRidge Flush Mount System This letter addresses the structural performance and code compliance of IronRidge's Flush Mount System. The Flush Mount System is a proprietary rooftop mounting system used to support photovoltaic (PV) modules installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum XR Rails and secured to the rails with IronRidge mounting clamps. The XR Rails are side mounted to a selected roof attachment with 3/8" stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion that is fastened to the underlying roof structure. Assembly details of a typical Flush Mount installation and its core components are shown in Exhibit EX -0015. The IronRidge Flush Mount System is designed and certified to the structural requirements of the following reference standards for the load conditions and configurations tabulated in the attached span tables: • ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) • 2015 International Building Code (IBC -2015) • 2015 Aluminum Design Manual (ADM -2015) The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for the respective loads and configurations listed, covering wind exposure categories B, C, & D, roof zones 1, 2 & 3, and roof slopes from 00 to 450. The span tables are applicable provided that the following conditions are met: 1. Span is the distance between two adjacent roof attachment points (measured at the center of the attachment fastener) 2. The underlying roof pitch, measured between roof surface and horizontal plane, is 450 or less. 3. The mean roof height, defined as the average of the roof eave height and the roof ridge height measured from grade, does not exceed 30 feet. 4. Module length shall not exceed the listed maximum dimension provided for the respective span table and module width shall not exceed 40". 5. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge's Flush Mount installation manual and other applicable standards for general roof construction practice. © 2017 IronRidge, Inc. CO Flush Mount System Certification Letter - 1 1495 Zephyr Avenue RON RI DGE Hayward, CA 94544 1-800-227-9523 IronRidge.com The parameters and adjustments allowed in the span tables are defined as the following: 1. The Flush Mount System is designed as a Risk Category II structure as defined by ASCE 7-10 Chart 1.5-1. When designing with a roof slope not listed in the span tables, but no greater than 45°, the lesser of the two span values listed immediately below and above the desired slope shall be used. For instance, if one is designing to a roof slope of 12°, use the lesser of the two span values associated with 100 and 150. 3. The wind speed selection shall conform to ASCE 7-10 Fig. 26.5-1A (Risk Category II wind) and any state & local county/city amendments to the IBC. No special wind topographic features are included in the span tables and the topographic coefficient (Kzt) is taken as 1.0. 4. The snow load used in the span tables is the ground snow and shall conform to ASCE 7-10 Fig. 7-1. If a more restrictive snow load is imposed by a local building code/amendment to the IBC, such snow load requirement shall also be complied with. If the local jurisdiction specified snow load is in the format of a flat roof snow load, it shall first be converted to a ground snow following the local building code/amendment before the application of the attached span tables. No special snow conditions are considered including unbalanced, drifting, sliding or ponding snow. Snow load conditions presented in the span tables do not include buildings which are intentionally kept below freezing, kept just above freezing, or unheated. 5. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes being: 1) For ground snow no greater than 42psf: SS s 2.Og for Site Class A, B, C, or D. 2) For ground snow greater than 65psf: SS < 1.0g for Site Class A, B, C, or D. 3) For ground snow between 42 and 65psf: SS <_ 1.5g for Site Class A, B, C, or D. 6. Roof zone size and definition conforms to ASCE 7-10 Fig. 30.4-2A. 7. Allowable span length in the charts may be multiplied by a factor of 1.08 if the rails are continuous over a minimum of three spans. 8. An array to roof clearance of 2 inches minimum must be provided. 9. The maximum cantilever length measured from the rail end to the nearest attachment point shall not exceed 40% of the allowable span provided for the respective load & configuration condition from the span tables. 10. No rail splices are allowed in the cantilever, outer 2/3 of end spans, or middle 1/3 of interior spans. 11. For shaded cells of the span tables, UFO Mid Clamps shall not be installed closer than 20 inches to Roof Zone 3. 12. When a roof attachment listed in IronRidge's Flush Mount installation manual is considered, the span values provided in this letter can be adjusted using IronRidge's online Design Assistant by checking the capacity of the selected roof attachment against the reaction forces provided in Design Assistant. © 2017 IronRidge, Inc. CO Flush Mount System Certification Letter - 2 IRONRIDGE 1495 Zephyr Avenue Hayward, CA 94544 1-800-227-9523 IronRidge.com The span tables provided in this letter are certified based on the structural performance of IronRidge XR Rails only with no consideration of the structural adequacy of the chosen roof attachments, PV modules, or the underlying roof supporting members. It is the responsibility of the installer or system designer to verify the structural capacity and adequacy of the aforementioned system components in regards to the applied or resultant loads of any chosen array configuration. �pDO Cly Sincerely, 0050891 Gang Xuan, PE, LEED AP Senior Structural Engineer 6 2017 IronRidge, Inc. 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Below are the requirements based on the 2012 IBC that when met means that the existing roof structure can support the added dead and live loads from the addition of the new PV array. 1) The existing roof structure is a minimum of 2x4 pre-engineered wood trusses at 24" with a minimum roof slope of 4/12 and a maximum slope of 12/12. 2) The existing roofing material is a single layer of asphalt shingles. Multiple layers and other materials are not covered by this letter. 3) The supports from the panel racks are spaced at 48" (on the 24" oc trusses) and that vertically -adjacent L -feet do not bear on the same truss but are staggered over every other truss (wherever possible) so that each truss under the panels supports some load. 4) The standoffs are attached to the trusses with 5/16" -diameter stainless steel lag screws with a minimum penetration of 2" into the truss top chords. 5) The roof snow loading does not exceed 30 psf. 6) The panel and rack dead load does not exceed 5 psf. 7) The design wind speed does not exceed 130 mph 3 second gust exposure C. 8) The array cannot hang below the roof eve, extend above the roof ridge or beyond the roof edges. 9) The array has a maximum clearance off the roof surface of 10" We do not assume responsibility for any construction flaws or defects that may currently exist or are caused by the proposed installation. 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The world -record cell design was developed to achieve the best performance under real condi- tions — even with low radiation intensity and on clear, hot summer days. LOW ELECTRICITY GENERATION COSTS .J Higher yield per surface area and lower BOS costs thanks to higher power classes and an efficiency rate of up to 18.3%. A INNOVATIVE ALL-WEATHER TECHNOLOGY FSOptimal yields, whatever the weather with excellent low -light and temperature behavior. ENDURING HIGH PERFORMANCE Long-term yield security with Anti -PID Technology', Hot -Spot -Protect and Traceable Quality Tra.QT"" EXTREME WEATHER RATING #1 High-tech aluminum alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa) regarding IEC. MAXIMUM COST REDUCTIONS Up to 10% lower logistics costs due to higher module capacity per box. O A RELIABLE INVESTMENT Inclusive 12 -year product warranty and 25 -year linear performance guarantee 2. THE IDEAL SOLUTION FOR: ®Rooftop arrays on residential buildings Engineered in Germany l 0 CELLS YIEIO SECURITY TOP BRAND PVANTI PID TECHN01.� 2016 iTRACEABLE BLAU ' APT test conditions: Cells at -1500V against grounded, with conductive me- tal foil covered module surface, 25°C, 168h 2 See data sheet on rear for further information. OCELLS Phntnn QCELLS Quality iestea 7_�-, Best polycrystalline ._ solar motlole 2014 YPR0622. D 40032587 171ni°'°.-1 ' APT test conditions: Cells at -1500V against grounded, with conductive me- tal foil covered module surface, 25°C, 168h 2 See data sheet on rear for further information. OCELLS MECHANICAL SPECIFICATION Format m x z19.4 In x 1.Zbm (including came (1670mm x 1000mm x 32mm) Weight 41.45 lbs (18.8 kg) Front Cover 0.13 in (3.2 mm) thermally pre -stressed glass with anti -reflection technology Back Cover Composite film Frame Black anodized aluminum Cell 6 x 10 monocrystalline Q.ANTUM solar cells Junction box 2.60-3.03in x 4.37-3.54in x 0.59-0.75in (66-77mm x 111-90mm x 15-19mm), Protection class IP67, with bypass diodes 2 Cable 4mm Solar cable; (+) z39.371n (1000mm), (-) z39.371n (1000mm) W. p°.i,r a, °LJr nm° W + w,1°RAIIA) Connector Multi -Contact MC4 or MC4 intermateable, IP68 Cable 4mm Solar cable; (+) z39.371n (1000mm), (-) z39.371n (1000mm) I x uW a, Connector Multi -Contact MC4 or MC4 intermateable, IP68 r a,.•,M,.. T -O~-- T- Temperature Coefficient of V. 113 POWER CLASS 290 295 300 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE +5W /-OW) [°F] 113 t5.4 (45 t3°C) PROPERTIES1' SYSTEM DESIGN Power at MPP' P„PP [W] 290 295 300 Short Circuit Current* kc [A] 9.63 9.70 9.77 Open Circuit Voltage* V. [V] 39.19 39.48 39.76 E Design load, push (UL)2 [Ibs/ft21 75 (360OPa) Current at MPP* I [A] 9.07 9.17 9.26 -P on continuous duty (-40°C up to +85 °C) Design load, pull (UL)2 Voltage at MPP* V„PP [V] 31.96 32.19 32.41 Efficiency2 rl [ % ] a 17.4 _> 17.7 z 18.0 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NOC' UL 1703; VDE Quality Tested; CE -compliant; Number of Modules per Pallet Power at MPP' Pppp [W] 214.4 218.1 221.8 e Short Circuit Current* I,° [A] 7.77 7.82 7.88 e Open Circuit Voltage* V. [V] 36.65 36.92 37.19 Current at MPP* I_ (AI 7.12 7.20 7.27 Voltage at MPP* V„pp IV] 30.12 30.30 30.49 11000W/m2, 25°C, spectrum AM 1.5G 2Measurement tolerances STC t3%; NOC x5% 380OW/m2, NOCT, spectrum AM 1.5G 'typical values, actual values may differ information on approved installation and use Q CELLS PERFORMANCE WARRANTY w 0 ID M �,ro.�b io 'EARS zole�j'ssw��.s��,,,e.r zola PERFORMANCE AT LOW IRRADIANCE At least 98% of nominal power during first year. - 10 --?- -? `-r-----r-----� I Thereafter max. 0.6% degradation per year. At least 92.6% of nornmal power up to 10 years. At least 83.6% of nominal power up to 25 years. - LL I w I I I All data within measurement tolerances.--r----------------+-----� Full warranties in accordance with the warranty terms of the Q CELLS sales organisation of your s respective country. B0 ARR IRRADIANCE IW/m21 Typical module performance under low irradiance conditions in comparison to STC conditions (25°C, 1000W/m2). TEMPERATURE COEFFICIENTS Temperature Coefficient of I,° q [%/Kl +0.04 Temperature Coefficient of V. 113 [%/Kl -0.28 Temperature Coefficient of P_ V [%/K] -0.39 Normal Operating Cell Temperature NOCT [°F] 113 t5.4 (45 t3°C) PROPERTIES1' SYSTEM DESIGN Maximum System Voltage V,r, [VI 1000 (IEC) / 1000 (UL) Safety Class II Maximum Series Fuse Rating [A DC] 20 Fire Rating C (IEC) / TYPE 1 (ILL) Design load, push (UL)2 [Ibs/ft21 75 (360OPa) Permitted module temperature -40°F up to +185°F on continuous duty (-40°C up to +85 °C) Design load, pull (UL)2 [IbS/ft2] 55.6 (2666Pa) 2 see installation manual QUALIFICATIONS 1 CERTIFICATES PACKAGING INFORMATION UL 1703; VDE Quality Tested; CE -compliant; Number of Modules per Pallet 32 IEC 61215 (Ed.2); IEC 61730 (Ed.l) application class A Number of Pallets per 53' Container 30 V E op nusC Number of Pallets per 40' Container Pallet Dimensions ( L x W x H) 26 68.7 in x 45.3 in x 46.1 in (1745 mm x 1150 mm x 1170 mm) Pallet Weight 1435 lbs (651 kg) NOTE: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha 0 CELLS America Inc. 300 Spectrum Center Drive, Suite 1250, Irvine, CA 92618, USA I TEL +1949 748 59 96 1 EMAIL inquiry®us.q-cells.com I WEB www.q-cells.us solar =@@ SolarEdge Single Phas For North America SE300OA-US / SE380OA-US / SE5000P SE7600A-US / SE1000OA-US / SE1140( I �werter , 25 12- yeacsM ��i WaCta i ' Je;,ON The best choice for SolarEdge enabled systems Integrated arc fault protection for NEC 2011690.11 compliance Rapid shutdown for NEC 2014 690.12 — Superior efficiency (98%) — Small, lightweight and easy to install on provided bracket — Built-in module -level monitoring — Internet connection through Ethernet or Wireless — Outdoor and indoor installation — Fixed voltage inverter, DC/AC conversion only — Pre -assembled Safety Switch for faster installation — Optional — revenue grade data, ANSI C12.20 U`,A (JRMAiNY i [ALY I RAN(V JAPAN CHINA. AIA THE NL rHERLANDC UK - I )RAEI, www.solaredge.us solar= Single Phase Inverters for North America es SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US / SE760OA-US / SE10000A-US / SE1140OA-US SE3000A US ISE3800A USI SESOOOA US 5E6000A US SE7600A US SE10000A-US I SE1140OA-U5 OUTPUT Maximum DC Power(ST9 4050 5100 6750 8100 10250 1 13500 15350 9980 @ 208V Transformer less Un rounded .. ....�............... 3/4" minimum / 1.3 strings / Nominal AC Power Output 3000 3800 5000 (........... .... 6000 .. ........... 7600 10000 @ 240V . 11400 VA ......................................... in / Vdc , 5400 @ 208V 325 10800 @ 208V .. . ...................... . .... W®fight with Safety Switch ............ ` ........ 51,2/23,2 I ............. ... '5'4,7'/ 24:7... Max. AC Power Output ........................................ 3300 4150 5450, �240V . 6000 .. ......... ...� .. 8350 ...........10950 ta,240V .... 12000 ... ......1........... I VA AC Output Voltage Min. -Nom. -Max.") ......9.5......!......13..... ( 1 Natural Convection .. ...Adc Max: Input Short Circuit Current .................... 183 208:229 Vac ......... 45 ............................ ... ...... ......... . A d c Reverse-.Polarity.Protection J. replaceable).. . AC Output Voltage Mm: Nom: Max.I'I ...... ...................... .... Ground -Fault Isolation Detection dBA Min. -Max. Operating Temperature 6001, Sensitivity version available"') 211 240 2 64 Vac -F / °C Maximum Inverter Efficien .. . ................ .......................... .. .... .. .. .i........... . ... ......... ......................... AC Frequency Min. -Nom :Max.hi ............... ..... _ . 97.5 59.3 -.60 - 60.15 97 @ 208V 97.5 47.5 I ................. 97 @ 20$V Hz 97.5 tf( jI < 2.5 y i < 4 i _ W Max Continuous Output Current 12 5 I 16 1 21 240V 25 I 3? .1 4? °Q 240V f 47 5 A GFDI Threshold1 .. f A Utility Monitorine. Islanding Protection, Country Configurable Thresholds Yes I Yes Maximum DC Power(ST9 4050 5100 6750 8100 10250 1 13500 15350 W Transformer less Un rounded .. ....�............... 3/4" minimum / 1.3 strings / Yes ........................ ..._... . .. ..... 14-6 AWG Max. Input Voltage Dimensions with Safety Switch 30.5x12.5x7.2/775x315x184 500 30.5 x 12.5 x 10.5 / in / Vdc Nom. DC Input.Voltae 325 @ 208V / 350. @ 240V .. . ...................... . .... W®fight with Safety Switch ............ ` ........ 51,2/23,2 I ............. ... '5'4,7'/ 24:7... Vdc .. ... Max. Input Currentj2i Ib /,k 11 16 5 @ 208V �.155,("�240V.�......18.......t.......23...345. jI 33 @ 208V I .................. ......9.5......!......13..... Cooling Natural Convection .. ...Adc Max: Input Short Circuit Current .................... .......................... ......... 45 ............................ ... ...... ......... . A d c Reverse-.Polarity.Protection J. replaceable).. . Yes ...... ...................... .... Ground -Fault Isolation Detection dBA Min. -Max. Operating Temperature 6001, Sensitivity version available"') -F / °C Maximum Inverter Efficien 97.7 98.2 95.3 ........... 98.3 .......98 ...98. . I NEMA 3R . .......... .98..... ........... % CEC Weighted Efficiency 97.5 98 97 @ 208V 97.5 47.5 I ................. 97 @ 20$V ! 97.5 Nighttime Power Consumption 1 < 2.5 y i < 4 i _ W ADDITIONAL FEATURES Supported Communication Interfaces R5485, RS232, Ethernet, ZigBee (optional) ........ ... .................................................................................. ........s... . Revenue Grade Data, ANSI C12.20 Optional ........................................................................................................................................................................ Rapid Shutdown — NEC 2014 690.12 Yes Safety UL1741, UL1741 SA, UL1699B, UL1998 , CSA 22.2 ...... ................................................................................................................ ............................ ........... Grid Connection Standards IEEEl547 ........................................................... Emissions FCC partly ciass 8 AC autput conduit size / AWG range 3/4" minimum / 16-6 AWG . 3/4', minimum / 8-3 AWG DC input conduit size / # of strings / 3/4" minimum / 1-2 strings / 16-6 AWG 3/4" minimum / 1.3 strings / AWGrand? ............................ ........................ ..._... . .. ..... 14-6 AWG Dimensions with Safety Switch 30.5x12.5x7.2/775x315x184 30.5 x 12.5 x 10.5 / in / (HxWxD) 775, x.31, x.26®...... mm. .. .. . ...................... . .... W®fight with Safety Switch ............ ` ........ 51,2/23,2 I ............. ... '5'4,7'/ 24:7... ........................ 88 .4 % 40.1. Ib /,k Natural convection Cooling Natural Convection and internal Fans (user replaceable) fan (user .... .................. . J. replaceable).. . Noise < 25< ..... . . . .. .... ...... 50 ... . dBA Min. -Max. Operating Temperature -13 to +140 / -25 to +60 (-40 to +60 version available"') -F / °C Rang? ................................. ..................... Protection Rating I NEMA 3R N For other regional settings please contact Solar€dge support. tzi A higher current source may be used; the inverter will limit Its Input current to the values stated tai Revenue grade inverter P/N: SExxxxA.US000NNR2 (for 760OW invertec5E7600A-U5002NNR2). ial .40 version P/N: SExxxxA•US000NNU4 (for 760OW (nverter.SE7600A-U5002NNU4). solar =@" SolarEdge Power Opti Module Add -On For North PV power optimization at the module -level — Up to 25% more energy — Superior efficiency (99.5%) — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt Next generation maintenance with module -level monitoring — Module -level voltage shutdown for installer and firefighter safety USA CANADA GERMANY ITALY FRANCE JAPAN CHINA AUSTRALIA THE. NETHERLANDS UK -ISRAEL www.solaredge.us solar =ee SolarEdge Power Optimizer Module Add -On for North America P300 / P320 / P400 / P405 00 P320 P400 P405 P3 (for 6C P3 modules) (for high-power (for 72 & 96 -cell (for thin film 60 -cell modules) modules) modules) Rated Input DC Powerltl 300 320 400 405 ..... ............... _... .j ...W......... Absolute Maximum Input Voltage 48 80 125 Vdc (Vocatlowesttemperature}......... ................. ........*" . -- PPT_ Operating Range ...... ..... 8-48 8-80 12.5-105 ... ............................................................... Vdc Maximum Short Clrcult Current (Isc) !R...I 11 10.1 Adc Maximum DC Input Current ................................................. 12.5 13.75 12 63 ............. ................. ................................ Adc Maximum Efficiency 99:5 ................................................. % Weighted Efficiency........................................................................ 98:g Overvolta a CategoryII l6.... Input Connector OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current I 15 Adc .........................................._................................................ I .......... ....... Maximum Output Voltage 60 j 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power - Vdc Optimizer 1 STANDARD COMPLIANCE EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 ......................................................................................................................................................................... Safety.................................................................IEC62109.1 (class II safety), UL1741 .............................................. RoHS Yes Maximum Allowed System Voltage 1000 ........................Vdc Compatible inverters ..................... All SolarEdge.Single,Phase and Three Phase inverters ................................................................... Dimensions (W x L x H) 128x152x27.S/ 128x152x35/ 128x152x50/ mm/in 5 x 5,97 x 1.08 5 x 5.97 x 1.37 S x 5.97 x 1.96 .................................................. Weight (including cables) ............... . . ................................................................................................................... 760 .............................830./.1:$............... 1064 / 2:3...........gr l6.... Input Connector . MC4 Compatible Output Wire Type / Connector Double Insulated MC4 Compatible Output Wire Length 0.95/3.0 1.2 / 3.9 ........................................... .... m / ft Operaring Temperature Range; 40 - +$5 / -40 .+185 Protection Rating IP68 / NEMA6P Relative Humidity ..................... ....................... 0...100.... I.... ill Rated STS power of the module. Module of up to +556 power tolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTERi&t Minimum String Length 8 10 18 (Power Optimizers) .................. Maximum String Length 25 25 50 (Power Optimizers] --................................... Maximum Power per String . 5250 6000 12750 W ... .................. Parallel Strings of Different Lengths Yes ... or . .. Orientations. . ........................... .........�... ............... ..................................................,.. . .. ... .............. ............... "� it is not allowed to mix P405 with 1`300/P400/1'600/1'700 in one string. S VL Starling Madison Lofquist, Inc. A Consulting Structural and l orensic Engineers 5224 South 39th Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com IronRidge March 14, 2016 1495 Zephyr Ave Page I of 20 Hayward, CA 94544 Attn: Mr. David F. Taggart, Vice President Products Subject: IronRidge XR100 Rail, Roof Flush Mounting System — Structural Analysis Dear Sir: We have analyzed the IronRidge XR100 Rail for the subject solar module support system and determined that, for the configurations and criteria described below, it is in compliance with the applicable sections of the following Reference Documents: Codes: ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures International Building Code 2015 Edition International Residential Code 2015 Edition Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC -ES Aluminum Design Manual, 2015 Edition The IronRidge XR100 Rail is an extruded aluminum section with an overall depth of 2.438 in. and a net area of 0.583 sq.in. The rails are used to support solar modules, typically, on the roof of a building. See Exhibit 0011— attached. The modules are clamped to the rails by the IronRidge Module Mounting Clamps as shown in the attached Exhibit. The rails are attached to the L -Foot aluminum angle brackets that are either attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are mounted across the slope with a small clearance (flush mounting) to the underlying roof structure. The installed solar modules are at the same slope as the underlying roof structure. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of the rails. The maximum span of the rails is governed by either the mid -span flexural stresses or the deflection requirement that the rail not come into contact with the roof. The effect of seismic loads (for all design categories A -F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore, the maximum allowable spans for common load cases are shown in the tables below. Tables IA -9A are for modules with a maximum long dimension of 67.5 inches and Tables 1B -9B are for modules with a maximum long dimension of 78.5 inches. Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers IronRidge March 14, 2016 Mr. David F. Taggart Page 20 of 20 IronRidge XR100 Rail, Roof Flush Mounting System — Structural Analysis Notes — Tabulated values are based on the following criteria: 1. Building mean roof height = 30 ft 2. Risk Category I 3. Solar maximum module long dimension is 67.5 inches for Tables lA-9A and 78.5 inches for Tables 1 B-913. 4. Provide 2 in. clear between roof and rail 5. End cantilever span (max) = 0.40 x maximum span (Lm.) from above tables. See Figure A 6. No rail splices in outer 2/3 of end spans, or the middle 1/3 of interior spans based on the installed attachment spacing (Linstau). See Figure A 7. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for continuous rails of 3 or more spans. 8. Module Mounting Mid Clamps shall not be installed less than 20 inches from Roof Zone 3 where wind speeds are marked with an * in Tables 3B and 6B. End Span Interior Span End Span AA A 61 0.4 L�< L..,, TYP 1/3 L;.,,,, TYP Figure A L— = Maximum attachment spacing provided in the tables above for the project design criteria Li.,, = Actual installed attachment spacing ® = Indicates region of the rail where splice may be installed Our analysis assumes that the rails, including the connections and associated hardware, are installed in a workmanlike manner in accordance with the "IronRidge Flush Mount Installation Manual" by IronRidge and generally accepted standards of construction practice. Additional information is available at the IronRidge web site, IronRidge.com. Verification of PV Module capacity to support the loads associated with the given array shall be the responsibility of the Contractor or Owner and not IronRidge or Starling Madison Lofquist. The adequacy of the supporting roof framing is to be determined by others. Please feel free to contact me at your convenience if you have any questions. Respectfully yours, Tres Warner, P.E. Design Division Manager Starling Madison Lofquist, Inc. -20- Consulting Structural and Forensic Engineers 09, 0 N 0 N 0 �t M .. 4—U 0� W 00 L m 0 r Q n Ll V) J H Z 0 L H 0 o 0 x LU O CD x - z a w o y oo^ wz w O X X z z � M 0 r M Q r— r— O O W F-- m X W i`0 IC14 �0, O N O U � �C Lr) < M .. LO Q .. J Q W LU Q pU V) D 5 D D n J cn J LL F— z O 2 LL O O O O X M O N O a O r� r O O W W W EE X ui XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. XR10 XR10 is a sleek, low -profile mounting rail, designed for regions with light or no snow. It achieves 6 foot spans, while remaining light and economical. 6' spanning capability Moderate load capability Clear & black anodized finish Internal splices available Rail Selection XR100 XR100 is the ultimate residential mounting rail. It supports a range of wind and snow conditions, while also maximizing spans up to 8 feet. 8' spanning capability Heavy load capability Clear & black anodized finish Internal splices available XR1000 XR1000 is a heavyweight among solar mounting rails. It's built to handle extreme climates and spans 12 feet or more for commercial applications. 12' spanning capability Extreme load capability Clear anodized finish Internal splices available The following table was prepared in compliance with applicable engineering codes and standards. Values are based on the following criteria: ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed span tables and certifications. None 10-20 100 120 140 XR10 160 100 120 140 e 100 30 160 100 40 160 50-70 160 80-90 160 XR100 XR1000 0 2014 IronRidge, Inc. All rights reserved. Visit www.ironridge.com or call 1-800-227-9523 for more information. Version 1.13 I RON RI DGE Traditionally, solar modules are grounded by attaching lugs, bolts or clips to the module frame, then connecting these to a copper conductor that runs throughout the array. This process adds time and cost to the installation, and often results in improper grounding, creating significant long-term safety risks. The IronRidge Integrated Grounding System solves these challenges by bonding modules directly to the mounting rails. This approach eliminates separate module grounding hardware, and it creates many parallel grounding paths throughout the array, providing greater safety for system owners. F, Grounding Strap Grounding Straps are used to bond rail -to -rail connections. f They are only required on the rail with the grounding lug. Integrated Grounding System Grounding Mid Clamp Each Grounding Mid Clamp pierces through the anodized coatings of both the module frame and the mounting rail to form secure electrical bonds, which are repeated throughout the array. Grounding Lug A single Grounding Lug connects an entire row of PV modules to the grounding conductor. Installation Overview Install Roof Attachments • Install appropriate roof flashing and/or standoff for roof type. • Attach L -Feet to flashing or standoff. Prepare Rail Connections • Insert splice into first rail, then secure with Grounding Strap and self -drilling screw. • Slide second rail over splice, then secure with opposite end of Grounding Strap and self -drilling screw. Mount & Ground Rails • Attach rails to L -Feet and level rails. • Install one Grounding Lug per row of modules. • Connect Grounding Lug to grounding conductor. Install Modules & Clamps • Install first module using End Clamps and Grounding Mid Clamps. • Install additional modules using Grounding Mid Clamps. • Finish row with a second pair of End Clamps. Testing & Certification The IronRidge Integrated Grounding System has been tested and certified to UL 2703 by Intertek Group plc. UL 2703 is a proposed UL standard for evaluating solar module mounting and clamping devices. It ensures these devices will maintain strong electrical and mechanical connections over an extended period of time in extreme outdoor environments. The testing process closely mirrors that of UL 1703, the solar module testing standard, including temperature and humidity cycling, electrical and mechanical load testing, and manufacturing quality rcaVicaTaI-1l -B� Module Frame Compatibility Dimension Range A 31.Omm - 51.0mm B 5.08mm (minimum) Any module frames whose parameters are not listed in the provided table have not been tested for compatibility. The Grounding Clamp has proven robust in grounding 60 -cell and 72 -cell solar module frames with box construction and a range of anodization thicknesses. All solar modules listed to UL 1703 and with frame construction within the parameters stated above are compatible with the IronRidge Integrated Grounding System. . Go to ironridge.com/ig UL 2703 LISTED #5003288 ETA us #5003320 , O Intertek #5004376 • Conforms to ANSI/UL 2703 (2015) Standard for Safety First Edition: Mounting Systems, Mounting Devices, Clamping/ Retention Devices, and Ground Lugs for Use with Flat -Plate Photovoltaic Modules and Panels • Max Overcurrent Protective Device (OCPD) Rating: 25A • Max Module Size: 24ft2 • Module Orientation: Portrait or Landscape • Mechanical Load Rating: meets minimum requirements of the standard (10 PSF downward, 5 PSF upward, 5 PSF lateral). Actual system structural capacity is defined by PE stamped certification letters. CLASS A SYSTEM FIRE RATING PER UL 1703 • Any Roof Slope with Module Types 1, 2, and 3 • Any module -to -roof gap is permitted, with no perimeter guarding required. This rating is applicable with any third -party attachment. • Class A rated PV systems can be installed on Class A, B, and C roofs without affecting the roof fire rating. STRUCTURAL CERTIFICATION • Designed and Certified for Compliance with the International Building Code & ASCE/SEI-7 Product markings are located on the 3/8" flange hex nut. GROUNDING STRAP EXPANSION JOINT Grounding Strap Expansion Joints are required for thermal expansion of rows exceeding 100 feet of rail. Insert Internal Splice into first rail and secure with screw. Assemble and secure Grounding Strap 3/8" from rail end. Slide second rail over Internal Splice leaving 1" gap between rails. Attach other end of Grounding Strap with hardware, and torque hex nuts to 80 in -lbs. Q Second Bonded Splice screw is not used with Expansion Joints. Q Do not install module over top of expansion joint location. ilr 'Grounding Lugs and Wire are not required in systems using Enphase microinverters. The Flush Mount System may be used to ground and/or mount a PV module complying with UL 1703 only when the specific module has been evaluated for grounding and/or mounting in compliance with the included instructions. Unless otherwise noted, "xxx" refers to the module power rating and both black and silver frames are included in the certification. Astronergy Solar Modules with 35, 40, and 45mm frames and model identifier aaSM66yyPzz-xxx; where "aa" can be CH or A, "yy' can be either 10 or 12; "zz" can be blank or (BL). Frameless modules with model identifier CHSM6610P(DG)-xxx. Axitec Modules with 35 and 40mm frames and model identifier AC-xxxY/aa-ZZ; where "Y" can be M or P; "aa" can be 125 or 156; and "ZZ" can be 54S, 60S or 72S. Canadian Solar Modules with 40mm frames and model identififer CS6Y-xxxZ; where "Y" can be K, P, V, or X; and ""Z"" can be M, P, PX, or P -SD. Uframed modules with model identifier CS6Y-xxxP-FG; where ""Y"" is K or X. ET Solar Modules with 35, 40, and 50mm frames and model identifier ET-Y6ZZxxxAA; where "Y" can be P, L, or M, "ZZ" can be 60 or 72, and "AA" can be WB, WW, BB, WBG, WWG, WBAC, WBCO, WWCO, WWBCO or BBAC. Flex Modules with 35, 40, and 50mm frames and model identifier FXS-xxxYY-ZZ; where "xxx" is the module power rating; "YY" can be BB or BC; and "ZZ" can be MAA1 B, MAA1 W, MA131 W, SAA1 B, SAA1 W, SACT B, SAC1 W, SAD1 W, SBA1 B, SBA1 W, SBC1 B, or SC1 W. B Gigawatt Solar Modules with 40mm frames and model identifier GWxxxYY; where "YY" can be either PB or MB. Hanwha Solar Modules with 40, 45, and 50mm frames and model identifier HSLaaP6-YY-1-xxxZ; where "aa" can be either 60 or 72, "YY" can be PA or PB; and "Z" can be blank or B. Hanwha Q CELLS Modules with 32, 35, 40, and 42mm frames and model identifier Q.YY--ZZ-xxx; where "YY" can be PLUS, PRO, or PEAK; and "ZZ" can be G3, G4, L -G2, L-G3y, L-G4y, BFR -G3, BLK-G3, BFR -G4, BFR -G4.1, G4/SC, or G4.1/SC. Hyundai Modules with 35 and 50mm frames and model identifier HiS-YxxxZZ, where "Y" can be M or S; and "ZZ" can be MI, MF, MG, SG, RI, RG, TI, or TG. Itek Modules with 50mm frames and model identifier IT-xxx-YY; where "YY" can be blank, HE, or SE. Modules with 40 and 45mm frames and model identifier JAyyzz-bb-xxx/aa; where "yy" can be M6 or P6; "zz" can be blank, (K), (L), (R), (V), (BK), JA Solar (FA), (TG), (FA)(R), (L)(BK), (L)(TG), (R)(BK), (R)(TG), (V)(BK), (BK)(TG), or (L)(BK)(TG), "bb" can be 48, 60, or 72; and "aa" can be MP, SI, PR, 3136, 4BB, 4BB/RE. Jinko Modules with 35 and 40mm frames and model identifier JKMYxxxZZ; where "Y" can either be blank or S; and "ZZ" can be M, P, PP, P -B, or P -V. Frameless modules with model identifier JKMxxxPP-DV. Kyocera Modules with 46mm frames and model identifier KYxxxZZ-AA; where "Y" can be D or U; "ZZ" can be blank, GX, or SX; and "AA" can be LPU, LFU,� UPU, LPS, LPB, LFB, LFBS, LFB2, LPB2, 3AC, 313C, 3FC, 4AC, 413C, 4FC, 4UC, SAC, 5BC, 5FC, 5UC, 613C, 6FC, 86C, 6MCA, or 6MPA. LG Modules with 35, 40, and 46mm frames and model identifier LGxxxylz-bb; where "y" can be A, N, or S; "z" can be C or K; and "bb" can be A3, B3,' G3, C4 or K4. Mitsubishi Modules with 46mm frames and model identifier PV-MYYxxxZZ; where "YY" can be LE or JE; and "ZZ" can be either HD, HD2, or FB. Motech IM and XS series modules with 40, 45, and 50mm frames. Panasonic Modules with 35mm frames and model identifier VBHNxxxSAyy; where "yy" can be either 06, 0613, 11, 11 B, 15, 15B, 16 or 16B. Phono Solar Modules with 35, 40, or 45mm frames and model identifier PSxxxY-ZZ/A; where "Y" can be M or P; "ZZ" can be 20 or 24; and "A' can be F, T or U. Prism Solar Frameless modules with model identifier BiYY-xxxBSTC; where "YY" can be 48 or 60. REC Solar Modules with 38 and 45mm frames and model identifier RECxxxYYZZ, where "YY" can be M, PE or TP; and "ZZ" can be blank, BLK, SLV, or 72. Renesola Modules with 35, 40 and 50mm frames and model identifier JCxxxY-ZZ; where "Y" can be F, M or S; and "ZZ" can be Ab, Ab -b, Abh, Abh-b, AN, Abv-b, Bb, Bb -b, Bbh, Bbh-b, Bbv, Bbv-b, Db, or Db -b. Renogy Modules with 40 and 50mm frames and model identifier RNG-xxxY; where "Y" can be D or P. Silfab Modules with 38mm frames and model identifier SYY-Z-xxx; where "YY" can be SA or LA; SG or LG; and "Z" can be M, P, or X. SolarWorld Sunmodule Plus, Protect, XL, Bisun, Bisun XL, may be followed by mono, poly or duo and/or black or bk; modules with 31, 33 or 46mm frames and model identifier SW-xxx. Stion Thin film modules with 35mm frames and model identifier STO-xxx or STO-xxxA. Thin film frameless modules with model identifier STL-xxx or STL-xxxA. SunEdison Modules with 35, 40, and 50mm frames and model identifier SE-YxxxZABCDE; where "Y" can be B, F, H, P, R, or Z; "Z" can be 0 or 4; "A" can be B, C, D, E, H, I, J, K, L, M, or N; "B" can be B or W, "C" can be A or C, "D" can be 3, 7, 8, or 9; and "E" can be 0, 1 or 2. Suniva Modules with 35, 38, 40, 46, and 50mm frames and model identifiers OPTxxx-AA-B-YYY-Z or MVXxxx-AA-B-YYY-Z; where "AA" is either 60 or 72; B" is either 4 or 5; "YYY" is either 100,101,700,160, or 161; and "Z" is blank or B. Sunpower SPR-A-xx series with standard (G3) or InvisiMount (G5) 46mm frames; where "A" is either E or X; and "xx" is the series number. Sunpreme Frameless modules with model identifier GXB-xxxYY; where "YY" can be blank or SL Suntech Vd, Vern, Wdb, Wde, and Wd series modules with 35, 40, and 50mm frames. Modules with 35, 40 and 46mm frames and model identifier TSM-xxxYYZZ; where "YY" can be PA05, PC05, PD05, PA14, PC14, PD1 4, PE14, or DD05; Trina and "ZZ" can be blank, A, A.05, A.08, A.10, A.18, .05, .08, .10, .18, .08D, .18D, 0.82, A.082(II), .002, 00S, 05S, 08S, A(II), A.08(11), A.05(11), A.10(11), or A.18(II). Frameless modules with model identifier TSM-xxxYY; and "YY" can be either PEGS, PEG5.07, PEG14, DEG5(II), DEG5.07(II), or DEG14(II). Winaico Modules with 35 and 40mm frames and model identifier Wsy-xxxz6, where "y" can be either P or T, and ""z"" can be either M or P. Yingli Panda, YGE, and YGE-U series modules with 35, 40, and 50 mm frames. 1495 Zephyr Avenue RON RI DGE Hayward, CA 94544 1-800-227-9523 IronRidge.com Attn: David F. Taggart, VP Products, IronRidge Inc. Date: March 281h, 2017 Re: Structural Certification and Span Tables for IronRidge Flush Mount System This letter addresses the structural performance and code compliance of IronRidge's Flush Mount System. The Flush Mount System is a proprietary rooftop mounting system used to support photovoltaic (PV) modules installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum XR Rails and secured to the rails with IronRidge mounting clamps. The XR Rails are side mounted to a selected roof attachment with 3/8" stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion that is fastened to the underlying roof structure. Assembly details of a typical Flush Mount installation and its core components are shown in Exhibit EX -0015. The IronRidge Flush Mount System is designed and certified to the structural requirements of the following reference standards for the load conditions and configurations tabulated in the attached span tables: • ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) • 2015 International Building Code (IBC -2015) • 2015 Aluminum Design Manual (ADM -2015) The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for the respective loads and configurations listed, covering wind exposure categories B, C, & D, roof zones 1, 2 & 3, and roof slopes from 0° to 450. The span tables are applicable provided that the following conditions are met: 1. Span is the distance between two adjacent roof attachment points (measured at the center of the attachment fastener) 2. The underlying roof pitch, measured between roof surface and horizontal plane, is 45° or less. 3. The mean roof height, defined as the average of the roof eave height and the roof ridge height measured from grade, does not exceed 30 feet. 4. Module length shall not exceed the listed maximum dimension provided for the respective span table and module width shall not exceed 40". 5. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge's Flush Mount installation manual and other applicable standards for general roof construction practice. © 2017 IronRidge, Inc. CO Flush Mount System Certification Letter - 1 1495 Zephyr Avenue RON RI DGE Hayward, CA 94544 1-800-227-9523 IronRidge.com The parameters and adjustments allowed in the span tables are defined as the following: 1. The Flush Mount System is designed as a Risk Category II structure as defined by ASCE 7-10 Chart 1.5-1. 2. When designing with a roof slope not listed in the span tables, but no greater than 45°, the lesser of the two span values listed immediately below and above the desired slope shall be used. For instance, if one is designing to a roof slope of 121, use the lesser of the two span values associated with 10° and 150. 3. The wind speed selection shall conform to ASCE 7-10 Fig. 26.5-1A (Risk Category II wind) and any state & local county/city amendments to the IBC. No special wind topographic features are included in the span tables and the topographic coefficient (Kzt) is taken as 1.0. 4. The snow load used in the span tables is the ground snow and shall conform to ASCE 7-10 Fig. 7-1. If a more restrictive snow load is imposed by a local building code/amendment to the IBC, such snow load requirement shall also be complied with. If the local jurisdiction specified snow load is in the format of a flat roof snow load, it shall first be converted to a ground snow following the local building code/amendment before the application of the attached span tables. No special snow conditions are considered including unbalanced, drifting, sliding or ponding snow. Snow load conditions presented in the span tables do not include buildings which are intentionally kept below freezing, kept just above freezing, or unheated. 5. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes being: 1) For ground snow no greater than 42psf: SS <_ 2.Og for Site Class A, B, C, or D. 2) For ground snow greater than 65psf: SS s 1.0g for Site Class A, B, C, or D. 3) For ground snow between 42 and 65psf: Ss:5 1.5g for Site Class A, B, C, or D. 6. Roof zone size and definition conforms to ASCE 7-10 Fig. 30.4-2A. 7. Allowable span length in the charts may be multiplied by a factor of 1.08 if the rails are continuous over a minimum of three spans. 8. An array to roof clearance of 2 inches minimum must be provided. The maximum cantilever length measured from the rail end to the nearest attachment point shall not exceed 40% of the allowable span provided for the respective load & configuration condition from the span tables. 10. No rail splices are allowed in the cantilever, outer 2/3 of end spans, or middle 1/3 of interior spans. 11. For shaded cells of the span tables, UFO Mid Clamps shall not be installed closer than 20 inches to Roof Zone 3. 12. When a roof attachment listed in IronRidge's Flush Mount installation manual is considered, the span values provided in this letter can be adjusted using IronRidge's online Design Assistant by checking the capacity of the selected roof attachment against the reaction forces provided in Design Assistant. © 2017 IronRidge, Inc. CO Flush Mount System Certification Letter - 2 1495 Zephyr Avenue Hayward, CA 94544 1-800-227-9523 IronRidge.com The span tables provided in this letter are certified based on the structural performance of IronRidge XR Rails only with no consideration of the structural adequacy of the chosen roof attachments, PV modules, or the underlying roof supporting members. It is the responsibility of the installer or system designer to verify the structural capacity and adequacy of the aforementioned system components in regards to the applied or resultant loads of any chosen array configuration. CPDD L/� Sincerely, 0�4 3?is V ,••�,1G XU9. Fp 0050891 Gang Xuan, PE, LEED AP Senior Structural Engineer 0 2017 IronRidge, Inc. 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O 10c� �0y'.140f 0 d- cd cd ,O„ O C3 N v, > U -p >, Rs c� r�`� _moo°, O U N ° ¢ U CCS 4-4 n ¢C3 0 U n 0 CA O A a� CCS Cd Cd 0 En Cd 4-4 CA CL 5, . 'O a. 3 as q* a� �= a "0 U E _oma E U v, a.4-4 � O N ° � X U Uo M" � C to V u m�� X m X o E 44. U U U U U U O O cd 0 Cd U) O_ 'O 3 U .- � •O y U \ a. � � •O En CAu _O U O U 4" RS Cd O n O 0 E p 0 0 a U 0 .O O E 0 0 U +Ln 0-� O 4-+ O 4y N 3 'O = Cd A. a o to 0 to s- t- 0 � ¢ , cz � ,� a C C cd O U cd .__- CO E cd a as pU N M V) IO I- cc C, U a� 0 W •.1 SX9 3� P, U T cn V') ►-' 00 O z U w a to � V N U C to � W 0 d- cd cd ,O„ O C3 N v, > U -p >, Rs c� r�`� _moo°, O U N ° ¢ U CCS 4-4 n ¢C3 0 U n 0 CA O A a� CCS Cd Cd 0 En Cd 4-4 CA CL 5, . 'O a. 3 as q* a� �= a "0 U E _oma E U v, a.4-4 � O N ° � X U Uo M" � C to V u m�� X m X o E 44. U U U U U U O O cd 0 Cd U) O_ 'O 3 U .- � •O y U \ a. � � •O En CAu _O U O U 4" RS Cd O n O 0 E p 0 0 a U 0 .O O E 0 0 U +Ln 0-� O 4-+ O 4y N 3 'O = Cd A. a o to 0 to s- t- 0 � ¢ , cz � ,� a C C cd O U cd .__- CO E cd a as pU N M V) IO I- cc C, U a� 0 W •.1 SX9 3� P, SYSTEM DETAILS MARTIN & NOWAK 3.0 kW DC 2955 INGALLS ST. ROOF MOUNTED PHOTVOLTAIC SYSTEM WHEAT RIDGE, CO 80214 SHEET INDEX SHEET NUMBER TITLE PV -G.0 COVER PAGE PV-A.I ARRAY LAYOUT PV -A.2 NO PEAK PV-E.I ELECTRICAL THREE LINE PV -E.2 ELECTRICAL CALCS PV -E.3 PLACARDS PV -E.4 PLACARDS PHOTOVOLTAIC SYSTEM DETAIL ITEM DETAIL QTY SYSTEM SIZE, STC, DC 3.OKW N/A MODULE RATING, STC, DC 300 10 INVERTER SE - SE3000A-US I RACKING SYSTEM IRONRIDGE XR100 N/A DATA AQUISITION SOLAREDGE MONITORING N/A CONTACT INFORMATION NAMASTE POINT OF CONTACT JUSTIN NAAB EMAIL ADDRESS JBAAB@NAMASTESOLAR.COM PHONE NUMBER 303.447.0300x278 r DESIGN CRITERIA DESIGN WIND LOAD 105 MPH 3 -SEC GUST DESIGN SNOW LOAD 30 PSF EXPOSURE CATEGORY C HIGH TEMP (ASHRAE 2% HIGH) 36°C LOW TEMP (ASHRAE EXTREME LOW) -25°C ROOF TYPE COMPOSITE SHINGLE AUTHORITY HAVING JURISDICTION BUILDING AUTHORITY CITY OF WHEAT RIDGE CODE REFERENCE 2012 IBC, 2012 IRC, 2012 IMC, 2012 ECC, 2014 NEC, 2012 IPC, 2009 ANSI/ICC, CITY OF WHEAT RIDGE AMENDMENTS ELECTRICAL UTILITY COMPANY XCEL ENERGY 71 0 ` GO N O � 0 � mro �n U0 U U o Ec 0 m E 00 Ta N a `E m E m m J E o Z 3 POINT OF CONTACT: NAME JUSTIN NAAB EMAIL JBAAB@NAMASTESOLAR.COM PHONE. 303.447.0300%278 OWNER: { V N � O Q (j °O Y O OU Q a - z J Q w a z ILD Lu o SYSTEM ATTRIBUTES: SYSTEM SIZE: 3.0 KW TOTAL # OF MODULES: 10 MODULE: HANWHA Q -CELL Q.PEAK-G4.1 300W INVERTER(S): SE SE3000A-US SCALE: NTS DWG TITLE: COVER PAGE SHEET # REVISION # PV -G.0 1 0 o---- o---- ---- o---- o---- 0081 o---- o---- 081 ---- ---- 01 HInWIZV I�Il Aic) Clow # NOISIA38 # 133HS 77v -i xvaw 31111 JMa SIN '7# ,,va('JV )IVHHV Z# ).vadv 1# ).vaav 3lVOS sn-v000gAs NO UVWHOAN I xvajd-ons is �(S)2i312i3/�NI M00� I''79-�4V3d'D -n3D-0 N VHMNVH 3lnam 01 Slln00W l0 # ivioi M110'2 3zIS W31sxs :S311nn8IallV W31SAS C M 3 Cl) D D U, cn o ° ° Z � a — — 0 z� z ^o D V / m D >f o p � r 7 AN 7V H -A W dsw n ❑ D U)O O U) D m oo o -llNVd 101AblS NIVW N ° O dli]W ON1-1-118 NIVW (61izlw Ail-llln HO .01 NIHIIM allVo0-1) 2ili]W Wiiona02jd I,IIHIln :a3NMo BLZX00�0'L77'�Of 3NOHd Zi 112j3nrJ 1 WOO HVlOSJiSVWVN@8VV8r IOlNNOOSIa OV TVW3 8VVN NI1Snf 3WVN .IVddV 3H1 HIV3NdlaNn a31dV2i OV1NOO 30 1NIOd HOV3 Ol a11noidisla SI aVO� 3H1 w OS a38z]DOVIS 38 TlVHS SIN3WHOVIIV adW = b3A3-IIINVo XVW N = a ..81 .8'7 = NVdS INAWHOVIIV XVW o� S1N3WHOV1IV 100b OZ XObddV goED Q 1334 AHvnoS 081 = ),VddV Ad 339NIHS IIVHdSV d1XV MONIS w 1° O O O y [NOuomliSN00 J0021 A O Q J O W r (/1c O O A A `- ` G lnoAvi Ad�:j�jd :801OValNOO ELECTRICAL THREE -LINE EQUIPMENT SCHEDULE 0 .113 J M O ti p O ELECTRICAL NOTES KEY QTY MAKE MODEL LOCATION NOTES GENERAL I. PLACARDING AS REQUIRED PER 690.5, .14, .17, .35, .51, .52, .53, .54, .64 2. PLACARD AT METER INDICATING "PHOTOVOLTAIC SYSTEM CONNECTED" 3. SERVICE DISCONNECTS SHALL BE GROUPED AND/OR MARKED WITH LOCATION DESCRIPTION(S) 4. GEC SHALL BE CONTINUOUS PER 250.64(C) 5. PV WIRED INTO LINE SIDE OF METERS 6. ADDITIONAL GROUND REQUIRED AT METER, PER CITY OF BOULDER & NEC 250.53. GROUND RODS MUST BE > 6' APART 1 10 HANWHA Q -CELL O.PEAK-G4.1 300W FLUSH MOUNTED TO ROOF PV MODULE 2 10 SOLAREDGE P300 MOUNTED ON RACKING POWER OPTIMIZER 3 1 SOLADECK TBD UNDERNEATH ARRAY PV ROOF JUNCTION BOX, NEMA 3R 4 I SE SE3000A-US EXTERIOR DC DISCONNECT INTEGRATED INVERTER 5 1 EATON 30A, 240V EXTERIOR PV AC DISCONNECT, NEMA 3R 6 1 MILBANK 200A, 240V EXTERIOR PV METER 7 1 TBD TBD MAIN PANEL, OPPOSITE SIDE OF MAIN BREAKER PV BREAKER, I X 20A/2P 8 1 TBD TBD EXTERIOR SERVICE PANEL, 200A BUS, 200A MAIN STRING OF 10 MODULES RACEWAY FREE AIR FMC/EMT EMT/RMC N/A O 00 o m #co � d Y O E N m` 0 az c� 3 3 POINT OF CONTACT. NAME JUSTIN NAAB EMAIL JBAAB@NAMASTESOLAR.COM PHONE 303.447.0300x278 OWNER: V N SYSTEM ATTRIBUTES SYSTEM SIZE: 3.OKW TOTAL # OF MODULES: 10 MODULE: HANWHA Q -CELL Q.PEAK-G4.1 30OW INVERTER(S): SE SE3000A-US SCALE: NTS DWG TITLE ELECTRICAL THREE LINE SHEET# REVISION# PV -E. I 1 0 0 .113 J M O ti p O �/� (7 VJ of OO y C3 U U o 00 o m #co � d Y O E N m` 0 az c� 3 3 POINT OF CONTACT. NAME JUSTIN NAAB EMAIL JBAAB@NAMASTESOLAR.COM PHONE 303.447.0300x278 OWNER: V N SYSTEM ATTRIBUTES SYSTEM SIZE: 3.OKW TOTAL # OF MODULES: 10 MODULE: HANWHA Q -CELL Q.PEAK-G4.1 30OW INVERTER(S): SE SE3000A-US SCALE: NTS DWG TITLE ELECTRICAL THREE LINE SHEET# REVISION# PV -E. I 1 0 ,7 # NOISIA3ii I # 133HS �IVA(J )�V3d ON 3111 OMO SIN 31V0S sn-v000��is zls (S)HAIbJA NI M009 I''70 -)4V38'0 -130-0 VHMNVH 3-inoon 01 sDinoon jo # -ivlol M�40'2 3ZIS n3lsAs S31n81a11V N31sAS H3NMO 8LZx00g0 I" 9H I WOO "HV-1OS31SVWVN@evvo M r\)3 D DCl) i W A w N W Z O cn D Cil m a 0 cn o # m co Q o �D o O < m • m z z ^o a o O CT J O w D u 1 O O A D O (n A , O rn D Qo Fz � o D �; n 0 C/) D m o oo N H3NMO 8LZx00g0 I" 9H 3NOHd WOO "HV-1OS31SVWVN@evvo 1idW3 BVVN Nusnf 3WVN 10V1N00 d01NIOd i W A w N W Z O m . 3 m m . N 3 m a 0 cn o # m co Q o �D o 3mc 3 � a < m • m 0 00 0 H a o O CT J O w O O A D O (n A , O aJMVH1NOO INVERTER SPECS AND CALCULATIONS PARAMETER UNIT CALCULATED LIMIT ITEM NOTE /CALC UNIT CONTRACTOR: INV. MAKE INVERTER SPEC 2) TERMINALS (TERM): MODULE SPECS AND CALCULATIONS ITEM NOTE /CALC UNIT DETAIL INV. MAX POWER, (WAC MAX) INVERTER SPEC WATTS (Ac) 0 INV. INPUT V, (VDC MAX) LOCATION VOLTS (DC) 500 WHEAT RIDGE, CO 80214 INVERTER SPEC VOLTS (Ac) 240 N INVERTER SPEC TEMP, AMBIENT HIGH (TMAX) ASHRAE 2% °C 36 AMPS (AC) 12.5 INV. PHASE JC ' O o0 " " PHASE I COMPLIANCE °C 0.71 MODULE SPEC INVERTER SPEC o MOD. COEFFICIENT, VOLT/TEMP (COEFF) TEMP, AMBIENT LOW (THIN) ASHRAE EXTR. MIN -0.28 -25 MODULE SPEC VOPT 9.26 U U o MODULE SPEC TEMP, MODULE TEST (T7ESr) MODULE SPEC °C 25 VOLTS (Dc) 53.76 MOD. MAXIMUM CURRENT (IMAX) L AMPS (Dc) TEMP, DELTA LOW (TDELTA) THIN - TTEST °C -50 15.27 J N - cs MOD. MANUFACTURER MODULE SPEC HANWHA C 'Q MOD. PART NUMBER MODULE SPEC a -CELL Q. PEAK -G4.1 o 3 v L N 300w J o P MOD. POWER STC (P) MODULE SPEC 300 cc MOD. OPERATING VOLTAGE (VMP) MODULE SPEC 32.41 Boz M MOD. OPEN -CIRCUIT VOLTAGE WOO 3 POINT OF CONTACT: NAME' JUSTIN NAAB EMAIL: JBAAB@NAMASTESOLAR.COM + V N O Qw (� a Y /� c/ / O a 0 z Q w a Q (� C:)> z z o Lo i -- o � w SYSTEM ATTRIBUTES: SYSTEM SIZE: 3.OKW Q7 a� c TOTAL # OF MODULES: �� Sir m, INVERTER(S): SE SE3000A-US SCALE: NTS DWG TITLE: ELECTRICAL CALCS SHEET # REVISION # PV -E.2 0 INVERTER SPECS AND CALCULATIONS PARAMETER UNIT CALCULATED LIMIT ITEM NOTE /CALC UNIT DETAIL INV. MAKE INVERTER SPEC 2) TERMINALS (TERM): SE INV. MODEL INVERTER SPEC MAX. SHORT CIRCUIT CURRENT (ISO SE3000A-US INV. MAX POWER, (WAC MAX) INVERTER SPEC WATTS (Ac) 3300 INV. INPUT V, (VDC MAX) INVERTER SPEC VOLTS (DC) 500 INV. OUTPUT V, (VAC NOM) INVERTER SPEC VOLTS (Ac) 240 INV. OUTPUT FREQUENCY INVERTER SPEC HERTZ 60 INV. OUTPUT CURRENT, IAC INVERTER SPEC AMPS (AC) 12.5 INV. PHASE INVERTER SPEC PHASE I COMPLIANCE INVERTER SPEC 0.71 MODULE SPEC INVERTER SPEC 39.76 MOD. COEFFICIENT, VOLT/TEMP (COEFF) MODULE SPEC INV.QTY -0.28 MOD. OPERATING CURRENT (IMP) MODULE SPEC VOPT 9.26 MOD. SHORT-CIRCUIT CURRENT (ISC) MODULE SPEC MODarY 9.77 MOD. MAX VOLTAGE (VMAXMOD) (Voc + (TD*COEF)) VOLTS (Dc) 53.76 MOD. MAXIMUM CURRENT (IMAX) (Isc 1.25) AMPS (Dc) 12.21 MIN. AMPACITY REQ'D, PER NEC (IMAX 1.25) AMPS (DC) 15.27 INVERTER SPECS AND CALCULATIONS PARAMETER UNIT CALCULATED LIMIT ITEM NOTE /CALC UNIT DETAIL INV. MAKE INVERTER SPEC 2) TERMINALS (TERM): SE INV. MODEL INVERTER SPEC MAX. SHORT CIRCUIT CURRENT (ISO SE3000A-US INV. MAX POWER, (WAC MAX) INVERTER SPEC WATTS (Ac) 3300 INV. INPUT V, (VDC MAX) INVERTER SPEC VOLTS (DC) 500 INV. OUTPUT V, (VAC NOM) INVERTER SPEC VOLTS (Ac) 240 INV. OUTPUT FREQUENCY INVERTER SPEC HERTZ 60 INV. OUTPUT CURRENT, IAC INVERTER SPEC AMPS (AC) 12.5 INV. PHASE INVERTER SPEC PHASE I COMPLIANCE INVERTER SPEC 0.71 UL1741/IEEE1547 INV. GROUNDING INVERTER SPEC UNGROUNDED INV. QTY INV.QTY QTY I DC OPTIMIZED INPUT VOLTAGE VOPT VOLTS (Dc) 350 MODULE QTY. /BRANCH CCT. MODarY QTY 10 MAX INPUT CURRENT IMAXDC (MODarY*WDC)/VOPT AMPS (DO 8.57 MAX OUTPUT CURRENT IMAxoc (IAC*1.25) AMPS (Ac) 15.63 CONDUCTOR SIZING CALCULATIONS 10 MODULE: HANWHA Q -CELL Q.PEAK-G4.1 300W ITEM PARAMETER UNIT CALCULATED LIMIT ITEM NOTE /CALC I) CONDITION OF USE (COU): DETAIL (AMPACITY *TEMP. DERATE *FILL DERATE)ys. REQ'D (IMAX) 2) TERMINALS (TERM): SOLAREDGE AMPACITY AT TERMINALS. vs. REQ'D, (IMAX * 1.25) MAX. SHORT CIRCUIT CURRENT (ISO KEY SIZE CU/AL INSULATION CALC. TYPE AMPACITY (A) W/0 DERATES TEMP. DERATE FILL DERATE RESULT (A) NEC 240.4(0) OCD USED (A) A #10 CU PV WIRE COU 35 0.71 0.80 19.88 30A AMPS (Dc) 10 TERM OPTIMIZER SPEC AMPS (DC) 15 25 B #10 CU THHN/THWN COU 35 0.71 1.00 24.85 30A TERM 25 C #6 CU THHN/THWN COU 75 1.00 1.00 75.00 NA TERM 65 20 POWER OPTIMIZER SPECS ITEM PARAMETER UNIT CALCULATED LIMIT ITEM NOTE /CALC UNIT DETAIL POWER OPTIMIZER MAKE OPTIMIZER SPEC 8 SOLAREDGE POWER OPTIMIZER MODEL OPTIMIZER SPEC MAX. SHORT CIRCUIT CURRENT (ISO P300 MAX INPUT POWER, (WDC MAX) OPTIMIZER SPEC WATTS (Dc) 300 MIN INPUT V, (VDC MIN) OPTIMIZER SPEC VOLTS (Dc) 8 MAX INPUT V, (VDC MAX) OPTIMIZER SPEC VOLTS (DC) 48 MAX SHORT CIRCUIT CURRENT (ISC) OPTIMIZER SPEC AMPS (Dc) 10 MAX OUTPUT CURRENT OPTIMIZER SPEC AMPS (DC) 15 OPTIMIZER EXTREME OPERATING CONDITIONS PHONE 303.447.0300x278 OWNER: ITEM PARAMETER UNIT CALCULATED LIMIT 3.OKW MAX. INPUT POWER WATTS (W) 300 300 MIN. INPUT VOLTAGE VOLTS (V) 34 8 MAX. INPUT VOLTAGE VOLTS (V) 45 48 MAX. SHORT CIRCUIT CURRENT (ISO AMPS (A) 10 10 MAX. OUTPUT CURRENT AMPS (A) 9 15 MAX. OUTPUT VOLTAGE VOLTS (V) 60* 'OPTIMIZER OUTPUT VOLTAGE RANGE BETWEEN 5-60 Vic -STRING VOLTAGE IS REGULATED BY THE INVERTER (NOT TO EXCEED SOOVoc) NOTE: CALCULATED VALUES ARE THE ABSOLUTE MIN/MAX OF ALL ARRAYS USING THIS POWEROPTIMIZER CONFIGURATION -MAXIMUM STRING VOLTAGE IS SOOVOC (INVERTER REGULATED) ARRAY INFORMATION ITEM QTY SYSTEM SIZE 3.OKW ARRAY I TILT 18° ARRAY I AZIMUTH 180° ROOF TYPE COMPOSITE SHINGLE INSTALL TYPE FLUSH STRING CONFIGURATION STRINGS QTY MODULES OPTIMIZERS STRING I 10 Q -CELL Q.PEAK-G4.1 300w SOLAREDGE - P300 INTERCONNECTION CALCULATIONS ITEM UNIT PANEL BUS RATING AMPS 200 MAIN DISCONNECT AMPS 200 ALLOWED PV PER NEC AMPS 40 PV OCPD DEVICE USED AMPS 20 F CAV (A )Nheet R,dge 0 19*�I-nd # NOISIn3a I # 133HS sObb':)d-ld 31111 0Ma S1N 3lVOS sn-d000�is As :(s)b31NAnNI MOH I ``3-)4V3d'D 1110-0 VHMNVH 3inoow 01 s�moow do # lvioi M�10'9 3ZIs W31sAs I S3in8Rilly W31SAS I 8ZZX0090'L'77'M0 3NOHd WOD HV1oS]iSVWVN-Dewar ,IVW3 BVVN NI1Sflr 3WVN I 13VINOO 30 1NIOd ONISNH 6111 ]W 40dd Ad -113X NO a11V301 Odl SS'd218 1 :lN3WIdinoia xii-hill ONISnOH dll1 ]W GOdd Ad -180X NO 481dO0-1 0dl SS d8 I :1NINIdinoAd J.\11 -i11(1 ONISnOH H�l18W NO (IliV301 (S)(Idv,Dd-ld I :1NIWAdln0IH )Nl1-iIlf1 -I8N'dd Od d41SNI a]iV:)O-1 (SM8d-1 1 +75'069 DIN -`I bMdenS J\NV CINd 1dNdd SNIdW NO adl'd30-1 ScRivodid Z :(7)(C])ZI'S0L 03N x.3400 IVOIH10313 IVNOIiVN t7WZ 3H1 HlIM AldW00 Ol JNl(hJV0`dld 11V. '1S S�-1VON1 5562 �IL1IW NOIIonQOdd Ad 08108NN00 W81SJ\S 0I'd1-10A0i0Hd J\ii-iii l (INV Ad )\8 aid -1BNdd 9NIa-l1n8 BaISNI SiNnSO-10NI 1nd1n0 /8imnOS Ad T1V NO 4�IiVDOI S-1�18v-1 DIN lOANN0OSl4 Ob' ld aA1d00-1 (S)Gdv:)d-Id I :(Z)(0)71'069 DIN 131NNOOSIG Oa NO a]1dO0-1 (S)-I�l8'd-1 I :gS'069 DIN lO�INN0OSIG 30 NO 481dO0-I (S)CIavovld I :(Z)(3)711'069 DIN lOINNOOSIG Oa �IaISNI a]1dO0-1 (S)-iled-1 I :LI'069 DIN NO111SOd N3dO 3Hl NI a3Zl0M3N3 38 AVW SMIS aV01 aNV 3N11 H109 NO SIVNIM31 SIVNIWM31 HOf101 lON 0a GMVZVH MOONS IVOINiO313 JNIN VM 0 i Z o a3ZION3N3 39 A`dW (INV M 3 D D o cn (S)ClHv3d-Id I , . `SHIN18WOO 'SNOIlONnf ��d a2iVZVH MOONS IVOINIOA13 D :95'069 '(S)ZI'069 DIN S-liedl :(�)Sg'069 DIN ONIN1IM '� '3 O W O y VJ amp � �C . • . • � Z � SNOUVOIJIOAdS ONFEM 1 — 0 o z^ z D V m QO D m 3 v F 7 Z C7 � O O m00 D m O _N H3NMO 8ZZX0090'L'77'M0 3NOHd WOD HV1oS]iSVWVN-Dewar ,IVW3 BVVN NI1Sflr 3WVN I 13VINOO 30 1NIOd ONISNH 6111 ]W 40dd Ad -113X NO a11V301 Odl SS'd218 1 :lN3WIdinoia xii-hill ONISnOH dll1 ]W GOdd Ad -180X NO 481dO0-1 0dl SS d8 I :1NINIdinoAd J.\11 -i11(1 ONISnOH H�l18W NO (IliV301 (S)(Idv,Dd-ld I :1NIWAdln0IH )Nl1-iIlf1 -I8N'dd Od d41SNI a]iV:)O-1 (SM8d-1 1 +75'069 DIN -`I bMdenS J\NV CINd 1dNdd SNIdW NO adl'd30-1 ScRivodid Z :(7)(C])ZI'S0L 03N x.3400 IVOIH10313 IVNOIiVN t7WZ 3H1 HlIM AldW00 Ol JNl(hJV0`dld 11V. '1S S�-1VON1 5562 �IL1IW NOIIonQOdd Ad 08108NN00 W81SJ\S 0I'd1-10A0i0Hd J\ii-iii l (INV Ad )\8 aid -1BNdd 9NIa-l1n8 BaISNI SiNnSO-10NI 1nd1n0 /8imnOS Ad T1V NO 4�IiVDOI S-1�18v-1 DIN lOANN0OSl4 Ob' ld aA1d00-1 (S)Gdv:)d-Id I :(Z)(0)71'069 DIN 131NNOOSIG Oa NO a]1dO0-1 (S)-I�l8'd-1 I :gS'069 DIN lO�INN0OSIG 30 NO 481dO0-I (S)CIavovld I :(Z)(3)711'069 DIN lOINNOOSIG Oa �IaISNI a]1dO0-1 (S)-iled-1 I :LI'069 DIN NO111SOd N3dO 3Hl NI a3Zl0M3N3 38 AVW SMIS aV01 aNV 3N11 H109 NO SIVNIM31 SIVNIWM31 HOf101 lON 0a GMVZVH MOONS IVOINiO313 JNIN VM 0 i Z o a3ZION3N3 39 A`dW (INV j W W�1SJ.S 434Nn02�JNn 03GNn0b9Nn 3bV W31SAS 0lVll0A010Hd #" � NmoainHs V • SIHl 30 S2101on(INOO 00 3H1 2111H1 IAN1 NO (IliV3Od d0 ]GIS Oa NO S1O8NNOOSI4 (S)ClHv3d-Id I , . `SHIN18WOO 'SNOIlONnf ��d a2iVZVH MOONS IVOINIOA13 o :95'069 '(S)ZI'069 DIN S-liedl :(�)Sg'069 DIN ONIN1IM '� '3 O W O y VJ amp � �C . • . • � J p W G cpa y SNOUVOIJIOAdS ONFEM 1 c a01OValNOO I LABELING SPECIFICATIONS WARNING: INVERTER OUTPUT CONNECTION DO NOT RELOCATE ALL PLACARDS SHALL BE WEATHER RESISTANT PERMANENTLY ETCHED PLACARDS. HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE NEC 705.12(D)(7): 1 LABEL LOCATED AT PV BREAKER 1 O WARNING WARNING THIS EQUIPMENT FED BY MULTIPLE SOURCES. TOTAL RATING OF ALL OVER CURRENT DEVICES EXCLUDING MAIN SUPPLY OVER CURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR NEC 705.12(D)(c): IPLACARD LOCATE ON MAIN PANEL r COY dt Wheati Ft�d9e I **ALL PLACARDING TO COMPLY WITH THE 2014 NATIONAL ELECTRICAL CODE** I EE cTQ 0 o00 �o m Eh o. Q �oz33 EE cTQ m F 3�cn BD m Eh o. m E m �oz33 v � � � 3 I POINT OF CONTACT: I NAME JUSTIN NAAB EMAIL JBAAB@NAMASTESOLAR.COM PHONE 303.447.0300x278 OWNER: � � O Q U) 00 O O J U z J co Q w ry cj� L0 c\.j LU I SYSTEM ATTRIBUTES: W Q Y U Q a 0 zz Of a 0 to SYSTEM SIZE: 3.OKW TOTAL # OF MODULES: 10 MODULE: HANWHA Q -CELL Q.PEAK-G4.1 300W INVERTER(S): SE SE3000A-US SCALE: NTS DWG TITLE: PLACARDS SHEET # I REVISION # PV -E.41 0 r ■ �a > E o N TrLO e N zZ; Q O _N O 7 @ � a 0 W N O c O s � E o C U 2 > Z O N O C tiq a � ��, U @ (d caoo Nf - � � f _ CL r = a) o O - - a ap — io (1) O O L) 0 y O V C L) � +, Q i CD m 1 L E CL 0 O 0cn 0 3 O �+ O un cu 1_ t 00 o a) 5 eQ P �= N m03 N c = U o Oa Q bA bA W CD to % N ,� i O y 0 X C1 0 C: a) > 0� dl y O O = U _0 w LO = ZS m co +� fy N = N _= O cm cz O oO %61— a w C4 -a OaO n pc V O 0 � co _ W Q °' E O (n `� N CM)LU O cm3 mO a) d to U i 0 = o a) cu w = Z +'a,Z +� 0 0 0= a a o T Z o a c i +-r 0 a) w a) +� 1— W cz V GJ CC CC w a co a) LL.U E a c o °Q C O L)G7 V) w= w a) co w F Q a) N U) ?j ?� d N w C LU c V1 E y F- O U J N S a H -d f/7 O a) mC cC Q. O W a Q) w a) a) S a co co C) o Q w ,--+ O m . N O O C3 .O O T Q C7 E -,L W U (o T m 0 E O a) a) ti y w O .E a) S b0 N �' L O X co uJc =3co 0 o �b0 Z Q Z O O cu � uo t Q Ca- c C y O > Qo •� � N V n 0 w x y � G •� � t wi 0 0 s -= 15- ® W 'B W =o z O m cn y (D G D m . CL 3 CID a � � O � m c fl O (n y c 3 0) C NI") Ln m O 0 � o O C�o Q D m Lo 0 N � � m 0 _. 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LV IS VS E9 LS ES IS 8V LV LV IS VS E9 LS ES i5 8V LV LV IS VS Z auOZ LS b5 ZS 6V 8V LV LV IS VS 6S SS ZS 617 8V LV LV TS VS 09 9S ES TS 8V LV LV IS VS 19 9S ES i5 8V LV LV i5 VS Z9 LS £S TS 8V LV LV i5 VS E9 LS ES IS 8V LV LV TS VS E9 LS ES IS 8V LV LV IS VS E9 LS ES LS 8V LV LV IS VS E9 LS ES IS 8V LV LV TS VS I auoZ 6S 9S b5 ZS VV VV VV VV ZV 19 LS VS ES 9V 9V 9V 9V SV Z9 6S SS ES 6V 6V 6V 6V SV E9 09 9S VS ZS TS TS ZS IS V9 19 9S VS ZS TS I VS SS 99 19 9S VS ZS TS TS VS LS 89 19 9S VS ZS IS IS VS LS 89 i9 9S VS ZS IS TS VS LS 89 19 9S VS ZS IS IS VS LS E auoZ 6S 9S VS ZS ZS IS IS VS ES 19 LS VS ES ZS IS TS VS 9S Z9 6S SS ES ZS IS IS VS LS £9 09 9S VS ZS TS IS VS LS 179 19 9S VS ZS TS IS VS LS 99 19 9S VS ZS IS TS VS LS 89 19 9S VS ZS IS IS VS LS 89 19 9S VS ZS i5 i5 VS LS 89 19 9S VS ZS i5 i5 VS LS Z auoZ 6S 9S b5 ZS ZS IS IS VS LS 19 LS VS ES ZS TS IS VS LS Z9 6S SS ES ZS TS IS VS LS E9 09 9S VS ZS TS IS VS LS V9 19 9S VS ZS IS TS VS LS 99 19 9S VS ZS TS TS VS LS 89 19 9S VS ZS T5 TS VS LS 89 19 9S VS ZS IS IS VS LS 89 19 9S VS ZS i5 IS VS LS i auoZ 19 6S 9S VS VV VV VV VV ZV E9 09 LS SS 9V 9V 9V 9V SV V9 19 6S 9S 6V 6V 6V 6V 8V 99 Z9 09 LS ZS ZS ZS ZS TS 89 E9 19 LS SS SS VS 9S SS 69 V9 19 LS 9S SS VS LS 6S OL 99 T9 LS 9S SS VS LS 19 IL 99 19 LS 9S SS VS LS I9 ZL 99 19 LS 9S SS VS LS T9 E auoZ T9 6S 9S VS ES VS VS VS ES E9 09 LS SS 9S SS VS LS 9S V9 19 6S 9S 9S SS VS LS 6S 99 Z9 09 LS 9S SS VS LS 19 89 E9 19 LS 9S SS VS LS 19 69 V9 19 LS 9S SS VS LS 19 OL 99 T9 LS 9S SS VS LS T9 IL 99 T9 LS 9S SS VS LS i9 ZL 99 T9 LS 9S SS VS LS 19 Z auoZ 19 6S 9S VS 9S SS VS LS 19 E9 09 LS SS 9S SS VS LS 19 V9 19 6S 9S 9S SS VS LS 19 99 Z9 09 LS 9S SS VS LS 19 89 E9 19 LS 9S SS VS LS 19 69 V9 19 LS 9S SS VS LS T9 OL 99 19 LS 9S SS VS LS T9 TL 99 19 LS 9S SS VS LS T9 ZL 99 19 LS 9S SS VS LS 19 I auoZ Z9 19 6S LS VV VV VV VV ZV S9 Z9 09 6S 9V 9V 9V 9V SV L9 V9 Z9 09 6V 6V 6V 6V 8V 69 99 E9 19 ZS ZS ZS ZS TS TL L9 V9 Z9 SS 9S 9S 9S SS ZL 69 99 E9 6S 09 09 09 6S SL OL L9 E9 T9 09 09 E9 V9 9L TL L9 E9 19 09 09 E9 L9 9L IL L9 E9 19 09 09 E9 1 L9 E auoZ Z9 T9 6S LS ES VS VS VS ES S9 Z9 09 6S 9S LS LS LS 9S L9 V9 Z9 09 09 09 09 19 6S 69 99 E9 19 19 09 09 E9 E9 IL L9 V9 Z9 19 09 09 E9 L9 ZL 69 99 E9 19 09 09 E9 L9 SL OL L9 E9 19 09 09 E9 L9 9L TL L9 E9 19 09 09 E9 L9 9L IL L9 E9 19 09 09 E9 L9 Z auoZ £9 19 6S LS 19 09 09 Z9 L9 S9 Z9 09 6S 19 09 09 E9 L9 L9 V9 Z9 09 19 09 09 E9 L9 69 99 E9 19 19 09 09 E9 L9 IL L9 V9 Z9 19 09 09 E9 L9 ZL 69 99 E9 19 09 09 E9 L9 SL OL L9 E9 19 09 09 E9 L9 9L IL L9 E9 19 09 09 E9 L9 9L TL L9 E9 19 09 09 E9 L9 I auoZ Z9 Z9 19 09 VV VV VV VV ZV S9 S9 E9 Z9 9V 917 9V 9V Sb 89 L9 S9 E9 6V 6V 6V 6V 8V IL 69 L9 S9 ZS ZS ZS ZS IS VL I 69 L9 SS 9S 9S 9S SS 9L EL OL 89 6S 09 09 09 6S 6L SL TL 69 V9 S9 S9 S9 V9 08 9L ZL OL L9 L9 L9 89 L9 18 LL VL OL 89 L9 L9 OL OL E auOL Z9 Z9 T9 09 ES VS VS VS ES S9 S9 E9 Z9 9S LS LS LS 9S 89 L9 S9 E9 09 09 09 19 6S IL 69 L9 S9 V9 V9 V9 S9 E9 VL IL 69 L9 89 L9 L9 69 89 9L EL OL 89 89 L9 L9 OL EL 6L SL IL 69 89 L9 L9 OL EL 08 9L ZL OL 89 L9 L9 OL EL I8 LL VL OL 89 L9 L9 OL EL Z auoZ S9 E9 19 09 99 99 99 99 OL L9 S9 E9 Z9 L9 99 99 L9 EL 69 L9 S9 E9 89 L9 L9 69 EL IL 69 L9 S9 89 L9 L9 OL EL VL IL 69 19 89 L9 L9 OL EL 9L EL OL 89 89 L9 L9 OL EL 6L SL it 69 89 L9 L9 OL EL 08 9L ZL OL 89 L9 L9 OL EL i8 LL VL OL 89 L9 L9 OL EL T auOZ Z9 Z9 Z9 E9 VV VV VV VV ZV S9 S9 99 S9 9V 9V 9V 9V SV 89 69 89 L9 6V 6V 6V 6V 8V EL ZL TL 69 ZS ZS ZS ZS TS LL SL EL TL SS 9S 9S 9S SS 08 LL SL EL 6S 09 09 09 6S E8 08 LL 91 V9 S9 S9 S9 V9 V8 i8 6L LL L9 L9 89 89 L9 98 Z8 08 LL OL OL IL IL OL E auoZ e9 Z9 Z9 E9 ES VS VS VS ES S9 S9 99 S9 9S LS LS LS 9S 89 69 89 L9 09 09 09 19 6S EL ZL I 69 V9 V9 V9 S9 E9 LL SL EL IL 89 89 69 69 89 08 LL SL EL EL EL VL SL EL E8 08 LL 9L LL 9L 9L 08 6L V8 T8 6L LL LL 9L 9L 08 IS 98 Z8 08 LL LL 9L 9L 08 18 Z auOL L9 99 179 E9 IL TL IL IL OL 69 89 99 S9 EL ZL ZL EL VL ZL OL 89 L9 SL VL VL VL 6L VL ZL IL 69 9L SL SL 9L 18 LL SL EL IL LL 9L 9L LL 18 08 LL SL EL LL 9L 9L 6L 18 E8 08 LL 9L LL 9L 9L 08 T8 V8 18 61 LL LL 9L 9L 08 18 98 Z8 08 LL LL 9L 9L 08 I8 I auoZ Z9 Z9 Z9 E9 VV VV VV VV ZV S9 S9 99 99 9V 9V 9V 9V SV 89 69 69 89 6V 6V 6V 6V 8V EL EL TL OL ZS ZS ZS ZS TS LL SL EL ZL SS 9S 9S 9S SS 08 8L 9L VL 6S 09 09 09 6S E8 18 8L 9L V9 S9 S9 S9 V9 S8 Z8 6L LL L9 L9 89 89 L9 98 E8 T8 6L OL OL IL IL OL E auoZ Z9 Z9 Z9 E9 ES VS VS VS ES S9 S9 99 99 9S LS LS LS 9S 89 69 69 89 09 09 09 19 6S EL EL IL OL V9 V9 V9 S9 E9 LL SL EL ZL 89 89 69 69 89 08 8L 9L VL EL EL VL SL EL E8 18 8L 9L 6L 6L 08 I8 6L S8 Z8 6L LL T8 08 08 I8 E8 98 E8 18 6L 18 08 08 18 E8 Z auOZ L9 99 S9 V9 ZL ZL ZL ZL OL OL 89 L9 99 VL EL EL VL VL ZL OL 69 89 9L SL SL SL 6L SL EL TL OL LL 9L 9L LL E8 8L SL £L ZL 6L 8L 8L 61 E8 08 8L 9L VL 08 6L 6L 08 E8 £8 18 8L 9L i8 08 08 T8 £8 S8 Z8 6L LL 18 08 08 I8 E8 98 E8 T8 6L 18 08 08 18 E8 I auoZ E9 Z9 Z9 E9 VV VV VV VV ZV S9 S9 99 99 9V 9V 9V 9V SV 89 69 69 OL 617 6V 6V 6V 8V EL EL VL VL ZS ZS ZS ZS IS LL 8L 8L 6L SS 9S 9S 9S SS Z8 E8 V8 E8 6S 09 09 09 6S 88 68 88 L8 V9 S9 S9 S9 V9 T6 16 68 88 L9 L9 89 89 L9 S6 E6 16 06 OL OL IL IL OL E auoZ Z9 Z9 Z9 E9 ES VS VS VS ES S9 S9 99 99 9S LS LS LS 9S 89 69 69 OL 09 09 09 19 6S EL EL VL VL V9 V9 V9 S9 E9 LL 8L 8L 6L 89 89 69 69 89 Z8 E8 178 E8 EL EL VL SL EL 88 68 88 L8 6L 6L 08 18 6L 16 T6 68 88 Z8 E8 E8 V8 E8 S6 E6 16 06 S8 98 L8 88 L8 Z auoZ L9 L9 89 89 ZL ZL EL EL OL OL IL TL TL 9L 9L LL 8L VL VL VL VL VL 08 T8 Z8 Z8 6L 8L 8L 8L LL S8 98 L8 88 V8 Z8 Z8 T8 08 16 16 Z6 E6 06 98 98 V8 E8 V6 V6 V6 S6 L6 16 68 88 L8 56 56 S6 96 86 E6 T6 68 88 S6 S6 S6 96 86 S6 E6 16 06 S6 S6 S6 96 86 I auoZ Z9 Z9 Z9 E9 VV VV VV VV ZV S9 S9 99 99 9V 9V 9V 9V SV 89 69 69 OL 6V 6V 6V 6V 8V £L EL VL VL ZS ZS ZS ZS TS LL 8L 8L 6L SS 9S 9S 9S SS Z8 E8 V8 V8 6S 09 09 09 6S 88 68 06 16 V9 S9 S9 S9 V9 i6 Z6 E6 V6 L9 L9 89 89 L9 S6 96 L6 86 OL OL TL IL OL E auoZ E9 Z9 Z9 E9 ES VS VS VS ES S9 S9 99 99 9S LS LS LS 9S 89 69 69 OL 09 09 09 19 6S £L EL VL VL V9 V9 V9 S9 E9 LL 8L 8L 6L 89 89 69 69 89 Z8 E8 V8 V8 EL EL VL SL EL 88 68 06 T6 6L 6L 08 T8 6L T6 Z6 E6 V6 Z8 E8 E8 V8 E8 S6 96 L6 86 S8 98 L8 88 L8 Z auoZ L9 L9 89 89 ZL ZL £L EL OL OL IL IL TL 9L 9L LL 8L VL VL VL VL SL 08 18 Z8 Z8 6L SL 8L 8L 6L S8 98 L8 88 V8 Z8 Z8 E8 E8 16 Z6 E6 V6 06 98 L8 L8 88 L6 86 OOT TOT L6 16 Z6 Z6 E6 VOT 90T 80T 60T SOT V6 V6 S6 96 80T OTT ZTT VII Oil L6 L6 86 66 Zii ETT SIT 9TI SIT T auoZ 08T OU 09T OST OVT OET OZT STT OTT (4dw) paadS Ob SE OE SZ OZ SI OT S OV SE OE SZ OZ ST OT S OV S£ OE SZ OZ Si OT S OV SE OE SZ OZ SI OT S OV SE OE SZ OZ SI OT S OV SE OE SZ OZ SI OT S OV S£ OE SZ OZ ST OT S OV SE OE SZ OZ ST OT S OV S£ OE SZ OZ Si OT S a, (a, 01 }sd 06 ;sd 08 ;sd OL 3sd 09 ;sd OS ;sd Ob ;sd OE }sd OZ ;sd OT ;sd 0 :MouS puno.ig 111. 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Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 110 5 10 106 110 108 106 105 93 92 92 92 80 81 80 79 79 91 90 89 88 64 65 65 65 64 91 90 89 88 98 96 95 95 95 87 88 89 91 80 81 8o 79 79 87 88 89 88 64 65 65 65 64 87 88 89 88 83 81 80 80 81 76 78 81 83 80 81 80 79 79 76 78 81 83 64 65 65 65 64 76 78 81 83 81 80 76 76 77 76 77 80 83 80 80 76 76 77 76 77 80 83 64 65 6S 65 64 76 77 80 83 73 70 67 67 68 69 71 75 79 73 70 67 67 68 69 71 75 79 64 65 65 65 64 69 71 75 79 67 63 60 60 61 63 67 70 75 67 63 60 60 61 63 67 70 75 64 63 60 60 61 63 67 70 75 61 57 54 55 56 57 61 66 71 61 S7 54 55 56 57 61 66 71 61 57 54 55 56 57 61 66 71 57 54 51 51 52 S4 S6 61 68 57 54 51 Si S2 54 56 61 68 57 54 Si Si 52 54 56 61 68 54 Si 47 47 48 Si 53 57 63 54 51 47 47 48 51 53 57 63 54 51 47 47 48 51 53 57 63 51 47 45 45 46 47 51 54 60 51 47 45 4S 46 47 Si 54 60 51 47 45 45 46 47 51 54 60 15 20 25 30 35 40 115 5 10 101 105 103 102 100 90 90 89 89 76 77 77 76 75 87 86 86 85 61 63 62 62 62 87 86 86 85 98 96 95 95 95 85 86 87 89 76 77 77 76 75 85 86 86 85 61 63 62 62 62 85 86 86 85 83 81 80 80 81 75 77 79 82 76 77 77 76 75 75 77 79 82 61 63 62 62 62 75 77 79 82 81 80 76 76 77 74 76 79 81 76 77 76 76 75 74 76 79 81 61 63 62 62 62 74 76 79 81 73 70 67 67 68 69 71 74 77 73 70 67 67 68 69 71 74 77 61 63 62 62 62 69 71 74 77 67 63 60 60 61 63 66 69 74 67 63 60 60 61 63 66 69 74 61 63 60 60 61 63 66 69 74 61 57 54 55 56 57 61 66 70 61 57 54 55 56 57 61 66 70 61 57 54 55 56 57 61 66 70 57 54 51 51 52 54 56 61 67 57 54 51 51 S2 54 56 61 67 57 54 51 51 52 54 56 61 67 54 51 47 47 48 51 53 57 63 54 Si 47 47 48 51 53 57 63 54 51 47 47 48 51 53 57 63 51 47 45 45 46 47 51 54 60 51 47 4S 45 46 47 51 54 60 51 47 45 45 46 47 51 54 60 15 20 25 30 35 40 120 5 10 97 101 99 98 97 87 87 86 86 73 74 74 73 73 84 83 83 82 59 60 60 60 59 84 83 83 82 97 95 94 94 94 83 84 85 86 73 74 74 73 73 83 83 83 82 59 60 60 60 59 83 83 83 82 83 80 79 79 80 74 76 78 80 73 74 74 73 73 74 76 78 80 59 60 60 60 59 74 76 78 80 81 79 76 76 77 73 75 77 80 73 74 74 73 73 73 75 77 80 59 60 60 60 59 73 75 77 80 73 70 67 67 68 68 70 73 76 73 70 67 67 68 68 70 73 76 59 60 60 60 59 68 70 73 76 67 63 60 60 61 63 66 69 72 67 63 60 60 61 63 66 69 72 59 60 60 60 59 63 66 69 72 61 57 54 55 56 57 61 64 69 61 57 54 55 56 57 61 64 69 59 57 54 55 56 S7 61 64 69 57 54 51 51 52 54 56 61 66 57 54 51 51 52 S4 S6 61 66 57 54 51 51 52 54 56 61 66 54 51 47 47 48 51 53 57 63 54 51 47 47 48 51 53 57 63 54 51 47 47 48 51 53 57 63 51 47 45 45 46 47 51 54 60 51 47 45 45 46 47 51 54 60 51 47 45 45 46 47 51 54 60 15 20 25 30 35 40 130 5 10 89 93 92 91 90 82 82 82 81 67 69 68 68 67 78 78 77 76 54 56 55 55 55 78 78 77 76 89 92 91 91 90 80 81 82 81 67 69 68 68 67 78 78 77 76 54 56 55 55 55 78 78 77 76 83 78 78 78 79 72 73 75 77 67 69 68 68 67 72 73 75 76 54 56 55 55 5S 72 73 75 76 81 77 76 76 77 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62 65 68 62 63 60 60 61 61 62 65 68 50 52 52 51 51 61 62 65 68 61 57 54 55 56 56 59 62 66 61 57 54 55 56 56 59 62 66 50 52 52 51 51 56 59 62 66 57 54 51 51 52 54 56 59 63 57 54 51 51 52 54 S6 59 63 50 52 51 51 51 54 56 59 63 54 51 47 47 48 51 53 56 61 54 51 47 47 48 51 53 56 61 50 51 47 47 48 51 53 56 61 51 47 45 45 46 47 51 54 59 51 47 45 45 46 47 Si 54 59 50 47 45 45 46 47 51 54 59 15 20 25 30 35 40 1 4577 150 5 10 77 81 80 79 79 74 73 73 73 58 60 59 59 59 69 68 68 67 47 48 48 48 48 69 68 68 67 77 81 80 79 79 74 73 73 73 58 60 59 59 59 69 68 68 67 47 48 48 48 48 69 68 68 67 77 75 74 74 75 67 68 70 71 58 60 59 59 59 67 68 68 67 47 48 48 48 48 67 68 68 67 77 74 73 73 74 66 68 69 71 58 60 59 59 59 66 68 68 67 47 48 48 48 48 66 68 68 67 73 68 67 67 68 63 64 66 68 58 60 59 59 59 63 64 66 67 47 48 48 48 48 63 64 66 67 67 63 60 60 61 59 61 64 66 58 60 59 59 59 59 61 64 66 47 48 48 48 48 59 61 64 66 61 57 54 55 56 56 57 61 64 58 57 54 55 56 56 57 61 64 47 48 48 48 48 56 57 61 64 57 54 51 51 52 53 55 57 62 57 54 51 51 52 53 55 57 62 47 48 48 48 48 S3 55 57 62 54 51 47 47 48 51 53 55 60 54 51 47 47 48 51 53 55 60 47 48 47 47 48 51 53 55 60 Si 47 45 45 46 47 51 53 57 51 47 45 4S 46 47 51 S3 S7 47 47 45 45 46 47 51 53 57 15 20 25 30 35 40 160 5 10 73 76 75 75 74 70 70 69 69 55 56 56 55 55 65 64 64 64 44 45 45 45 45 65 64 64 64 73 76 75 75 74 70 70 69 69 55 56 56 55 55 65 64 64 64 44 45 45 45 45 65 64 64 64 73 73 73 73 73 65 66 67 69 55 56 56 55 55 65 64 64 64 44 45 45 45 45 65 64 64 64 73 72 72 72 72 64 65 67 68 55 56 56 55 55 64 64 64 64 44 45 45 45 45 64 64 64 64 73 67 66 66 67 61 62 64 66 55 56 56 55 55 61 62 64 64 44 45 45 45 45 61 62 64 64 67 63 60 60 61 57 60 62 64 55 56 56 55 55 57 60 62 64 44 45 45 45 45 57 60 62 64 61 57 54 55 56 55 56 60 62 5S 56 54 55 55 55 56 60 62 44 45 45 45 45 55 56 60 62 57 54 51 51 52 52 54 56 60 55 54 51 51 52 52 54 56 60 44 45 4S 45 45 52 54 56 60 54 51 47 47 48 49 52 54 57 54 51 47 47 48 49 52 54 57 44 45 45 45 45 49 52 54 57 51 47 45 45 46 47 49 53 56 51 47 45 45 46 47 49 53 56 44 45 45 45 45 47 49 53 56 15 20 25 30 35 40 170 5 10 68 72 71 71 70 66 66 66 65 51 53 52 52 52 61 61 60 60 41 43 43 43 42 61 61 60 60 68 72 71 71 70 66 66 66 6S 51 53 52 52 52 61 61 60 60 41 43 43 43 42 61 61 60 60 68 71 71 71 70 63 64 65 65 51 53 52 52 52 61 61 60 60 41 43 43 43 42 61 61 60 60 68 71 70 70 70 62 63 65 6S 51 53 52 52 S2 61 61 60 60 41 43 43 43 42 61 61 60 60 68 66 64 64 66 59 61 62 64 51 53 52 52 52 59 61 60 60 41 43 43 43 42 59 61 60 60 67 62 60 60 61 56 58 60 62 51 53 52 52 52 56 58 60 60 41 43 43 43 42 56 58 60 60 61 57 54 55 56 54 55 57 60 51 S3 52 52 52 54 55 57 60 41 43 43 43 42 54 55 57 60 S7 54 51 51 52 51 53 55 59 51 53 51 51 52 51 53 55 59 41 43 43 43 42 51 53 55 59 S4 51 47 47 48 48 51 53 56 51 51 47 47 48 48 51 53 56 41 43 43 43 42 48 51 53 56 51 47 45 45 46 47 48 52 55 51 47 45 45 46 47 48 52 55 41 43 43 43 42 47 48 52 55 15 20 25 30 35 40 180 5 10 65 68 67 67 66 63 63 62 62 49 50 50 49 49 58 58 57 57 39 40 40 40 40 58 58 57 57 65 68 67 67 66 63 63 62 62 49 50 So 49 49 58 58 57 57 39 40 40 40 40 58 58 57 57 65 68 67 67 66 61 62 62 62 49 50 50 49 49 58 58 57 57 39 40 40 40 40 58 58 57 57 65 68 67 67 66 60 61 62 62 49 50 50 49 49 58 58 57 57 39 40 40 40 40 58 58 57 57 65 64 63 63 64 58 59 60 62 49 50 50 49 49 58 58 57 57 39 40 40 40 40 58 58 57 57 65 61 59 59 60 55 56 58 60 49 50 50 49 49 55 56 57 57 39 40 40 40 40 55 56 57 57 61 57 54 55 56 53 54 56 58 49 50 50 49 49 53 54 S6 57 39 40 40 40 40 53 54 56 S7 57 54 51 51 52 Si 52 54 57 49 50 50 49 49 51 52 54 57 39 40 40 40 40 51 52 54 57 54 51 47 47 48 48 49 53 55 49 50 47 47 48 48 49 53 55 39 40 40 40 40 48 49 53 55 51 47 45 45 46 46 48 51 54 49 47 45 45 46 46 48 51 54 39 40 40 40 40 46 48 Si 54 15 20 25 30 35 40 Note: The regions in the gray shade denote an additional installation requirement on uFu middle clamps. Please reter to Note 11 on Page 2 for details. b5 VS TS VS i5 9S £S 9S IS 9S £S 6S % 6S SS 6S SS T9 LS T9 LS T9 IS 09 49 b9 99 99 99 L9 19 69 L9 L9 L9 L9 69 C9 L9 19 L9 !9 ZL ZL 19 L9 L9 L9 Z[ ZL 19 S9 19 69 69 b9 L9 L9 19 IS Lb Lb 4b It, bb 64 L4 64 Lb 6b Lb ZS 64 ZS 64 ZS 64 SS £S SS £S SS E5 99 69 - 99 b9 99 49 89 89 89 89 _ ZL I/_ 89 89 89 89 LL It 6S 6S 6S Z9 Z9 Z9 _ S9 59 S9 95 95 95 09 09 09 b9 49 D9 4b £b EV EV S4 Sb b4 Sb b4 84 Lb 84 Lb 86 Lb Sb Sb ZS IS ZS IS Sb Sb 65 65 It _ TL Sb Sb 65 ` 6S 8L 6L 84 84 65 6S 8L 6L Sb 95 9S 8b 55 SS Sb 6S Z9 -.___ 84 65 Z9 84 6S OL _, __ 84 65 69 8_17 Tb Tb Ib T4 Lb It, 44 bb 44 4b Lb L4 L4 8V IS T5 84 55 SS 84 6S Z9 86 6S 69 84 65 IL Sb 6S O8 8b 65 08- bb L4 94 L4 bb Lb Lb Lb L4 OS Lb �_ 05 84 Lb 64 £S 64 £S Sb !b b5 LS 4s __. LS 84 L4 6S - 85 6S __._._ Z9 84 __ _. Lb 09 ._ -. ,. 85 59 - _-_ _.._ 89 84 _ __ _ Lb 09 __ 8S OL _. 9L 84 Lb ~ 09 - -. _ 85 LL __. LL 8b Lb 09 8S L8 _. LL 84 L4 09 . 85 IS LL SS SS SS LS ..... __ IS ___. ._. 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'� (n 7 7 7 p 7 C H Q Q U W LL C7 = _ _ — -� Y J m a a_ m CC m fn (n m Cn m m m 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:F-r Job Address: ,55 1 t keR!\ c uS Permit Number: 2-0 F7 o 17`2 3 ❑ No one available for inspecti Time AM/PM Re -Inspection required: Yes N When correct' ns ha a been made, call for re -inspection at 303-234-5933 Date: Inspector: O 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: F�r Job Address: 5S I KtC-4A LLS, Permit Number: 2-0t2 0l 7`_7'3 ❑ No one available for inspecnN ime AM/PM Re -Inspection required: Yes When correct' nsha a been made, call for re -inspection at 303-234-5933 Date: Inspector: 0 NOT REMOVE THIS NOTICE e 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: F k,) A Job Address: -a 9 S '` , i A ll 5 Permit Number: :-4 n t G f l 9 9 V-' r -- 'e 6 it & 14 T 0 T Ul C C t- P ❑ No one available for inspection: Time 'AOPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 7 - 1 Inspector: -� f DO NOT REMOVE r'HIS OTICE FOR OFFICE; USE ON a City of Date: jq� Whea-Q:�� c Building & Inspection Services Division 7500 W. 2e Ave,, Wheat Fridge, CO80033 Alan Review Office: 303-235-2855 * Fax: 303-237-8929 Inspection Leine: 303-234-5933 Email: pgLmits@_ci.wheatrjdqe.co.0 Building er it Application Please pieta all highlightWareas on both sides of this fonn. locompletwapplications may not be, processed.'*** Property Address: Property Owner(please rirFt}: _ 'hone: 'rip rty Owner'�rriisll r C - , Mailing Address: (if different than property address Address: City, Bute, i Archi ectlEngine rE-mail: Phone.* Contractors City 1.1,cense #: D C) `7"-4 Phone. ContractorE-mail Address. !(Je. e A - Soh Contractors- Electrical: Plumbing: Mechanical: W.R. City License ## W.R. City License #f W.R, City License Other City Licensed Sub; Other City Licensed Sub: City License # City License ## Complete all information on BOTH sides of this for '" ' x w w ' w w x w• w e � aaavaaraa. Baa aaa�ca�aa�a a €,sem t�;.j ,rr� Sq. FULF Btu's Gallons Am ps Squares Other T WAIANOWWANWIMMU - .1 . 0 plewpermit # Building Permit Wication I ka - I I . # 6R��ase Erint), Brady and Julie Hirt 303-349-5385 0 bradyhirt@gmaii.com Address: SAP City, State, Zip: FOR OFFICE USE ONLY Contractor: Matthew Seiler Contractors City IcOnse At: CL3-130206 Phone: 303-94541519 • #,154iiiluA#&'e'ss. mseilerwenewalcolorado,com Electrical: A. City Ucense # I 1 1 ,1 1 091YAWAUS, w ♦ w • x•s rww °w r ri). 'ww .w ♦ # • • P, w►w w w s ♦ .ww W • ♦— » • Replacing 3 like for like windows 2 in family room and I in living room; ufactor of .30 or befter, w w' w r° •w Sq. FL1LF Btu's Gallons Amps Squares Otter Project Value: (Contract value or the cost of #Lmaterials and labor included in the pjlft project) $ 5,738M 7 OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or mom or have been authorized by the legal owner or the property to perform the described work and am also authorized by the legal owner or any entity included on this application to list that entity on this application. CIRCLE ONE (OWNER) ♦' r ► ♦ ( CONTRACTOR) t9W NAME: Matthew Seiler _ SIGNATURE- /' 1/29/2015 Buil ding Divisio 2 a 1 Big I m COMMUNITY.DEVELOPMENTDEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number.: 18495 Date.: 3/23/2005 Property Owner: MARY NIELSON Property Address: 2955 INGALLS STREET Contractor License No. : 21813 Company: Commercial Fire & Water Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 3-420-1939 Phone: 420-1939 Total: $2,500.00 $108.30 $0.00 $45.00 $153.30 I. hereby certify that the-setback distances proposed by this . perrn~t applicatiollareac~urate,. cfn~ dq not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agreeto abide by all condition's printed on this application; and that I-assume full. responsibility for compliancewith the Wheat Ridge Building ~Ode (LB.C.) and all other applicable W.. at Ridge ordinances,forworkurlderthis permit. (OWNER)(CONTRACTOR)SIGNED / . (f"" . . PATE ivZs;~ ( a Valuation: Permit Fee: Plan Review Fee: Use Tax: Use: Description: REROOF110 AND 310 BUILDING DEPARTMENT USE ONLY ~ Approval: Zoning: ~ Approval' ~ Approval: Occupancy: Walls: SIC: Sq. Ft.: '1 \0. .. . ...... .. rshall be " themaflvfacture,. . ,J;, Docu .. . ection which spec!!.r onsite forjina! 7t::1een .installed to m;9~ TOofing materia s d. wind gust---1BC \ 110 MPH three-secon Ml'H wind load-UBC), Roof: Stories: Residential Units: Electrical License No . Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Di'te: Approval : Expiration Date: Approval: (1) This pennit was issued in accordance with the provisions ~et forth in yopur application and is subject to the laws ofthe State ofColoradoandt()thE! Zoning Regulations and Building Code .of Wheat Ridge, Colorado or any other applicable ordinances of the City. ~~~Sn~~:~ ~:ra~ .~~~~~~f(~~~h~a;rkaUthOriZed i$not~om'mencedwi~hinSixty(60)days from'issue datear (~) the buil~ing authori~ed is suspended or If this permit expires" a new pennitmay be acquired for a fee of()ne.,~al,ftheamount mmTlaUy required" provided no changes have bee~ or will bem~dein the original plans and specifications and any suspension or abandonment has not exceeded one (1) year~ If changes 'are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No workofany rilannershall be donethatwill change the natural flowofwatercausing a drainage problem., (5). Contractor shall notify the Building lnspectortwenty~four (24) hours in advanC/3 forall,inspectionsand shall receive written appr()val on'in'spection card before proceediing with successive phases of the job. " " "',' ,. The issuance ofa permit or the approval of drawings and specifications shall not be construed to b13 a permittor, nor an approval of, any violation Of the provisions af-the bu. s or an diriance; law, rule or regulation. (2) (3) (6) nspect Please sign Terms and Conditions on reverse side of page. COMMUNllY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CllY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICA TION Building Permit Number: Date: Property Owner: N'lAr::..j NIEL..'SOI'J Property Address: Z-qS-s INe,A~ ST Contractor License No.: '2-\ '2,\ ~ Company: Cbtv\Me~l :FleE f W"'TE:lZ. Phone (S'O :;) 4"2 l)- ICfS C" Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value:$ 'Z, ~c.. DC Permit Fee:$ Plan Review Fee:$ lJse Tax'S; Total:$ .r I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations oftha City of Wheat Ridge or covenants. easements or restrictions of record: that all measurements shO'lNn, 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)~GNED--L~~~ __DATE_~P3/~ '(1\11 (OWNER)(CONTRACTOR):PRINTED-.E'A I..J::S _ INO~_DATE_:i!2 3!C':> Description: E::e- - goOF Sq. Ft. added _________ 70NING COMMENTS: Approval: Zoning: BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical license No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This pennit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new pennit may be acquired for a fee of one-half the amount nonnally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid fora new pennit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Official , COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 15665 Date: 6/10/2003 Property Owner: NIELSEN Property Address: 2955 INGALLS ST Contractor License No.: 19402 Company: Aaark Heating & Air Conditioning Phone: 237-4265 Phone: 431 8015 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT (OWNER)(CONTRACTOR) SIGNED DATE Total: $1,450.00 $70.25 $0.00 $17.40 $87.65 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 a]1 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. Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: J1lg~~tID Description: INSTALL 4500 CFM COOLER WITN 110 VOLT HOOK UP BUILDING DEPARTMENT USE ONLY ZonIng .Commen.tl!';; Approval: Zoning: f3uild irul~COnllneiiliE Approval: Dublic ,..r"r"s' Co ~ 0~tS:' .,~ .~"SL., . ro1WllJi~. . Approval: SIC: Sq. Fl. : Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : 19402 Company: Aaark Heating & Air Conditioning Expiration Date: 11/27/2003 Approval: OK/KS Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Slate of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is nol commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has nol exceeded one (1) year. If changes are made or jf suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem, (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) Th uance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the is' ni}.2f.:the ding codes or any other ordinance, law, rule or regulation. Chief BUildi~nspector 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: (; - r -t:?J Property Owner :/'C/.P a:: ,? S .-:? r---- Property Address:v2 9 5~ ~..-9-U-5 Contractor License No. : /7 f;/ 0 L Company./l~ Y76- s7 Phone: ~ 37- tfru, s- 77/ -J"C::J/ .5' Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record: that all measurements shown, and allegations made are accurate; that I have read and a~ree to abide by all conditions printed on this application, and that I assume full responSIbility for compliance wi the Wheat Ridge Building Code (U.B,C.) and all other applicable Wheat .. ord' , Tor work under this permIt. E ~ --'fL"" 3 Construction Value: ~,;-o ,,"'- Permit Fee: 70 vS- Use Tax. /7 <;co ?C-- tA/e.?7....... / /Va) c.T /Y~ (./ Total: (OWNER)(CONTRACTOR) SIGN Description: ~~~ -9.:>'00 C~ ~tA./1. BUILDING DEPARTMENT USE ONLY Approval. Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: . Expiration Date: Approval: Expiration Date: Approval: . . (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Bulldin~ Code of 'Wheat Rid~e. Colorado or any other applicable ordinances of the City. This permit shall expire if (A) tM work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or tM approval of drawings and specifications shall not be construed to be a permit for. nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (4l (5 (6) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION