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Home My WebLink About4645 Quay StreetFrom: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Egress Window Pennit Application Date: Wednesday, April 21, 2021 11:47:27 AM Residential Egress Window Permit Application This application is exclusively for RESIDENTIAL EGRESS WINDOWS ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORMAN D ENGINEER LETTER STAMPED DETAIL SHOWING THE U -VALUE OF THE WINDOWCUT 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 existing EGRESS window(s) needing vertical cuts only? PROPERTY INFORMATION Property Address 4645 s quay st Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address - Do not enter a contractor email address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" kathleen pritchard Field not completed. wheat ridae cc.Odf CONTRACTOR INFORMATION Contractor Business deriver egress window Name Contractor's License 150231 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-626-4221 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email yesli@denveregresswindow.com Address Retype Contractor yesli@denveregresswindow.com Email Address DESCRIPTION OF WORK Number of EGRESS windows being replaced Location of EGRESS basement room window(s) being replaced (for example, master bedroom, kitchen, bathroom, etc): What is the u -value of .21 the EGRESS window(s)? City of Wheat Ridge requires the u -value to be .30 or better on windows. Attach copy of Pritchard -4645 S Quay St -Wheat Ridge-SNTVV2316-21150- Engineer stamped SIGNED.odf letter showing vertical cuts detail and u -value Project Value (contract 3000 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 Stephen Sennett Permit Email not displaying correctly? View it in your browser. 1* � � i City of Wheat Ridge �� E -Res Egress Window PERMIT - 202100774 PERMIT NO: 202100774 ISSUED: 04/22/2021 JOB ADDRESS: 4645 Quay St EXPIRES: 04/22/2022 JOB DESCRIPTION: Install 1 egress window in basement *** CONTACTS *** OWNER (256)762-3899 KATHLEEN PRITCHARD SUB (720)626-4221 STEPHEN SENNETT 150231 DENVER EGRESS WINDOW *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 31000.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 63.00 ** TOTAL ** 113.00 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 04/22/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Solar PERMIT - 201700656 PERMIT NO: 201700656 ISSUED: 05/16/2017 JOB ADDRESS: 4645 Quay ST EXPIRES: 05/16/2018 JOB DESCRIPTION: Roof mount, flush mount; grid -tied 8.99 KW solar pv system *** CONTACTS *** OWNER (303)249-7826 MCMINN JEREMY SUB (303)577-9628 Andy Nyman 070159 Sunrun Installation Srvs. Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,339.00 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 all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, 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 permit. 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 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 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, any 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 B rig 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 insptimerequestgci.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. lull � Wa.A + NSPEC IIO 1 RECORD Vq V13 el al,�,,\.—{NSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type 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 Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval cit The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/ln-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing t 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. **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 Ad City of Whe. Aid �+ Residential Roofing ERMIT - 201702316 PERMIT NO: 201702316 ISSUED: 06/21/2017 JOB ADDRESS: 4645 Quay ST EXPIRES: 06/21/2018 JOB DESCRIPTION: Residential reroof: Remove 26.78 squares of asphalt shingles and 2.1 squares rolled roofing on main dwelling, Install owens corning duration shingles. Asphalt 26.7 squares, 2.1 squares of flat. Total squares: 28.8 *** CONTACTS * * * OWNER (303)249-7826 MCMINN JEREMY SUB (970)223-2455 John Anderson 170116 Severe Weather Rfg & Restor *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,041.90 FEES Total Valuation 0.00 Use Tax 147.88 Permit Fee 172.60 ** TOTAL ** 320.48 *** 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 jN2-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. WS C> 1(PNVJC0kD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/forms.aspx?fid=79 INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type 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 Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Wall Sheathing Concrete Encased Ground (CEG) Sewer Service Foundation / P.E. Letter Mid -Roof Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Wall Sheathing Sewer Service Mid -Roof Plumbing Do Not Cover Underaround or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof �hllf Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof — 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 IN i CITY OF WHEAT RIDGE _1�9rBuilding Inspection 'Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: &' C 9 - P-, ,, Job Address: `-I `) 5 - Permit Number: '; r -7 d 1 Td ❑ No one available for inspection: Time = 3-7 ( wpm Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: r c.) //19 Inspector: DO NOT REMOVE THIS NOTICE A 41 City of Wheat Ridge Residential Roofing PERMIT - 201702316 PERMIT NO: 201702316 ISSUED: 06/21/2017 JOB ADDRESS: 4645 Quay ST EXPIRES: 06/21/2018 JOB DESCRIPTION: Residential reroof: Remove 26.78 squares of asphalt shingles and 2.1 squares rolled roofing on main dwelling, Install owens corning duration shingles. Asphalt 26.7 squares, 2.1 squares of flat. Total squares: 28.8 *** CONTACTS *** OWNER (303)249-7826 MCMINN JEREMY SUB (970)223-2455 John Anderson 170116 Severe Weather Rfg & Restor *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,041.90 FEES Total Valuation 0.00 Use Tax 147.88 Permit Fee 172.60 ** TOTAL ** 320.48 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€ms installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201702316 PERMIT NO: 201702316 ISSUED: 06/21/2017 JOB ADDRESS: 4645 Quay ST EXPIRES: 06/21/2018 JOB DESCRIPTION: Residential reroof: Remove 26.78 squares of asphalt shingles and 2.1 squares rolled roofing on main dwelling, Install owens corning duration shingles. Asphalt 26.7 squares, 2.1 squares of flat. Total squares: 28 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 permit. T further attest that I am le ally authorized to include all entities named within this document as games to the work to be performed and that all work two be perrmed �s disclosed in this document and/or its' accompanying approved plans and specifications. Signature of O"ER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanyingplans 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, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval ofmork is subject to field inspection. Signature of Chief Building Official Date F-` 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. Antoinette Kulick From: no-reply@ci.wheatridge.co.us Sent: (� Monday, June 12, 2017 11:48 AM To: ' Permits CommDev Subject: �� Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 3-5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address Do you have a signed contract to reroof this property? It will need to be provided at the time of permit pick-up. 4645 Quay St Wheat Ridge, CO 80033 Jeeremy McMinn 3032497826 Field not completed. Yes CONTRACTOR INFORMATION Contractor Name Severe Weather Roofing Contractor's License 170116 Number (for the City of Wheat Ridge) Contractor Phone 9702232455 Number Contractor Email Address home@severeweatherroofing.com (permit pick-up instructions will be sent to this email) Retype Contractor Email home@severeweatherroofing.com Address DESCRIPTION OF WORK Is this application for a Yes new permit for a residential roof? Are you re -decking the No roof? Description of Roofing Owens Corning Duration shingles Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 26.7 material selected above? Does any portion of the Yes property include a flat roof? If yes, how many squares 2.1 on the flat roof? TOTAL SQUARES of all 28.8 roofing material for this project 2 Provide additional detail remove 26.7 squares asphalt shingles and 2.1 squares rolled here on the description of roofing on main dwelling, install 26.7 squares asphalt shingles work. (Is this for a house and 2.1 squares rolled roofing on main dwelling to code or garage? What is the roof pitch? Etc) Project Value (contract 2880.00 AV 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 this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Josh Lovejoy Email not displaying correctly? View it in your browser. 3 0 0 SEVERE WEATHER ROOFING, LLC 3307 S. College Avenue, #22o, Fort Collins, CO 80525 Phone: 970-223-2455 Email: home(Psevereweatherroo£ing.com CONTRACT Owner Owner's Insurance Company Je.cf�\i U Address Adjuster/Claim # City, State, Zip Representative �o Lo«o Contact No. J I IEmail 303- 1U - Mb RL" N\'ln 7 SPECIFICATIONS ROOF Tear Off: Yes No 1 # layers roofing Install Underlayment: 151b 301b Synthetic Install tyle:�r y t- Brand shingles L � Style: f V ' �� QvfG\ o^ Year. � � Color: —_#SQs: Ice/Water Shield: --a—ft. from eaves & ft. from valley Install New Drip Edge: 1 X_L Color: Install Lead Jacks -A 1.5" Aji 2"1 3" 3" 11 4" 441 5" Vents: Color: ny,In Valley: Ope Oosed ype: Ridge: Ridge vent: Y(FJi LF Roof Pitch: /12 #Stones Open Soffit: Yes No Vaulted Ceilings: Yes No Redeck: Yes No Damaged Wood: Plywood@80/sheet 1X@7.00 / LF GUTTERS & DOWNSPOUTS J PER INSURANCE SCOPE Remove & Replace IgLi LF 5" Gutters �U LF 2x3 Downspouts Remove & Replace LF 6" Gutters LF 30 Downspouts Color: Install Leaf Screens: Yes No SIDING Brand: Style: Housewrap/Insulation: _ Replacement Elevations: Replace Wood Fascia: Fascia: Wrap: _# SQs Color: Left Right _LFx -_ Color: Color: Color: ADDITIONAL SPECIFICATIONS Placement of Materials: K-,cukm,_ 1/ wV Emergency Repairs: fV S Existing Interior Damage: Roll yard & driveway with magnetic nail sweeper Clean-up & haul away work debris APPROXIMATE DATES OF SERVICE: Ty,e PAYMENT SCHEDULE: Special Instructions: Agreement Amount: r GS ii 614 -CMS'- Roofing: Gutters: Other: All material is guaranteed to be as specified, with any applicable manufacturer's warranties. All work to be completed in a workman- like manner according to standard practices, with a 10 year warranty on workmanship (2 year warranty provided by SWR and 8 years provided by Owens-Corning, subject to the terms and conditions thereof). All specifications and costs are based upon damages known to exist at the time of this contract. Any other alteration or deviation from above specifications involving additional damages or costs will be executed only upon written change orders, and will become an extra charge over and above the costs reflected in this agreement. Supplements: Overhead & Profit: TOTAL AGREEMENT AMOUNT$ , b `, ALL PAYMENTS SHALL BE MADE PAYABLE TO SEVERE WEATHER ROOFING, LLC. SEVERE WEATHER ROOFING, LLC, SHALL HOLD IN TRUST ANY PAYMENT FROM A RESIDENTIAL OWNER UNTIL SAID CONTRACTOR HAS DELIVERED ROOFING MATERIALS AT THE RESIDENTIAL PROPERTY SITE OR HAS PERFORMED A MAJORITY OF THE ROOFING WORKS ON THE RESIDENTIAL PROPERTY. The above prices, specifications and conditions are satisfactory and are hereby accepted by Owner and subject to the additional provisions set forth below and which are expressly incorporated into this contract: (Owner Initials) • PROPERTY OWNER'S RIGHTS AND RESPONISLITIES 1. This contract is between the property owner(s) ["Owner') and SWR rSWRJ only, and Owner represents that he/she owns the property on which the work is to be performed. SWR will work in good faith with Owner's insurer as needed for any insurance claim relating to replacement or repair of the items reflected in scope of work set forth above, but the insurer is not a party to this contract. To aid in this process, Owner must promptly provide SWR with all necessary insurance information relating to repair or replacement of the roof and other relevant portions of the premises, including copies of all insurance estimates and supplements thereto. 2. Cancellation: Under Colorado law, Owner may rescind this contract as follows: a) For any reason, within seventy-two (72) hours after entering it. No materials or products will be delivered to the property until this rescission period has expired; or b) Within seventy-two (72) hours after Owner receives written notice from his/her insurer that a claim for payment for roofing work on the property is denied in whole or in part. This right of rescission does not apply when the insurer denies, in whole or in part, a claim related to a request for supplemental roofing services, if the damage requiring the supplemental roofing services could not have been reasonably foreseen as a necessary and related roofing service at the time of the initial roofing inspection or the execution of the initial roofing contract. Owner is still legally obligated to pay for any work actually performed on the premises by SWR and/or its subcontractors, as well as for any materials involved in said work, in the event the insurer fails or refuses to make payment Owner is also legally obligated to pay for any upgrades or additional work requested by Owner and not approved by the insurer. c) To be effective, Owner must give written notice of cancellation under (a) or (b) above either postmarked or delivered in person to the address for SWR listed at the top of this contract within the prescribed 72 -hour period. 3. Prior to roof installation, it is the sole responsibility of Owner to remove any breakable/valuable objects from the landscaping, as well as pictures and valuables that may hang on interior walls, ceilings, mantles or shelves. It is an expected part of such work that noise and vibrations throughout the structure will occur and cause items to crack and/or fall. SWR will not assume any liability for these types of expected damages. 4. Owner is responsible for obtaining any necessary reviews and approvals of roofing or siding materials and colors from the governing homeowner's association or other entity. 5. If work to be performed under this contract is being paid for in whole or in part by Owner's insurance, Owner is responsible to obtain the release of such funds from the owner's mortgage company and/or insurance company. Owner is responsible for payment of all amounts due upon immediate receipt of said funds, but no later than 30 days from substantial completion of the project, with all payments made payable to Severe Weather Roofing, LLC. In the event there is a pending municipal inspection, Owner has the right to withhold 2% of the total job cost until inspection has passed. All amounts 30 days past due shall bear interest at A rate of 1.5% per month, compounded monthly, until paid in full. {owner initials) SWR'S RIGHTS AND RESPONSIBILITIES 1. Under Colorado law, SWR cannot pay, waive, rebate, or promise to pay, waive, or rebate all or part of any insurance deductible applicable to any insurance claim for payment for roofing work on residential property. 2. SWR shall maintain general commercial liability insurance covering its operations under this contract. At the time of the exeCr�t7ion o this aJgre�i ent, said/coverage is provided b�yja/�t 3. SWR has the right to subcontract any part of, or all of, the work herein. 4. SWR shall not be liable for failure of performance due to labor controversies, strike, fire, hail, weather, inability to obtain material from usual sources, or any other circumstances beyond its control. 5. SWR shall not be liable for problems due to improper ventilation, pre-existing structural problems, or the appearance of the roof due to irregularities in the underlying roofing system. SWR will inform Owner of any dry -rot or other sub -roof deterioration which is concealed and is discovered during the course of the work. SWR is not responsible to repair any such discovered deterioration and any work done by WR to remedy such issues will only be done as extra work on a written change order. SWR also is not responsible for any mold or asbestos abatement, removal, or encapsulation, or any removal of lead paint, unless expressly stated herein. 6. SWR will use reasonable care in the work to be performed under this agreement, and Owner understands some minor damage to the premises may occur due to the heavy nature of the work. SWR is not responsible for scratching and denting of gutters, oil droplets in the driveway, cracks in concrete or damage to plants or trees. Furthermore; SWR will not be responsible for exterior damages such as broken or fallen crown molding or stucco, solar panels, cooling units, skylights, and other similar objects. SWR also is not responsible for damage to unforeseen concealed items such as cables, wires, water pipes, electric lines, and other items. 7. Upon completion of the work, SWR will make diligent efforts to remove all project debris and excess project materials; said excess materials are the sole property of SWR. SWR will leave the premises in a broom clean condition and will make a magnetic sweep of the eve line and surrounding walkways. However, SWR does not guarantee the removal of all nails from the project area, and SWR shall not be responsible for any debris consisting of dirt, dust, asphalt or small bits of materials that settle into attics, garage areas or any other surrounding areas. Said debris is unavoidable and an expected result of this type of work. 8. In the event of Owners default under this contract, Owner shall be responsible to SWR for payment of all attorney's fees and costs incurred by SWR in enforcing the terms of this agreement. SWR also reserves the right to place a mec anic's ie on the property as allowed by Colorado law. ( caner initials] GENERAL PROVISIONS 1. If any provision of this contract shall be held invalid or unenforceable, the remainder of this contract shall not be affected thereby and shall continue to be valid and shall be enforced to the fullest extent under Colorado law 2. Any dispute or controversy between Owner and SWR as to the terms of this contract shall be governed by the laws of the State of Colorado and venue for any legal proceeding shall be in Larimer County. Colorado ACCEPTANCE OF AGREEMENT: We, the undersigned, have read and understand all statements and conditions of this contract and agree that all details of this agreement are accepted and satisfactory. We further understand that this contract constitutes the entire agreement between the parties, supersedes all prior written and/or oral agreements, and that any urth changes or alterations to this contract must be made in writing. Own Date: SevetWear Roofing, LLC By- Date: Title: 7I 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: U Job Address: to 64 Permit Number: O ? � -joy _/ � )r ❑ No one available for inspection: Time S ) (�AII/PM Re -Inspection required: Ye N ca !' *W�e hen corrections have been made, ll for re -inspection at 303-234-5933 Jt Date: ��` / 1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: n _ Job Address: ` ( f 4u� rY- Permit Number: -7 -7UZ � 1,44 ❑ No one available for inspection: Time ! ` - "AM/PM � 9 Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234- Date:- Inspector: DO .. DO NOT REMOVE THIS NOTICE _ty 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: EFt Job Address: 6 (JA Permit Number: 7-Q►` Cb G5(Q - ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes (I0 When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: Y 1177Y DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201700656 PERMIT NO: 201700656 ISSUED: 05/16/2017 JOB ADDRESS: 4645 Quay ST EXPIRES: 05/16/2018 JOB DESCRIPTION: Roof mount, flush mount; grid -tied 8.99 KW solar pv system *** CONTACTS *** OWNER (303)249-7826 MCMINN JEREMY SUB (303)577-9628 Andy Nyman 070159 Sunrun Installation Srvs. Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: ,339.00 FEES t sem` 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 all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, 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 permit. 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 disclosed in this document and/or its' accompanying approved plans and specifications. Signature oP;"bWNfR 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 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, any violation of any provision of any applicable code or Oxy 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 Wh6at COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" 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 # � � �� V✓ �/ l Plan Review Fee: Building Permit Application MI-TaLAD Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ** Property Address: 4(y --C-- O WA cJ Owner Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Engineer: Architect/Engineer E-mail: Phone: Phone:7926 Contractor: Contractors City License #: _ 070 Un Phone: Contractor E-mail Address: �ti'�� i4,(,�� sU•y!�; Ly�l Sub Contractors: Electrical: Plumbing: Mechanical: W. R. City License # W. R. City License # W. R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL 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 SYST /APPLIANCE REPAIR or REPLACEMENT �} OTHER (Describe) 1C00IF/Ocf,(, f?6 t04 t1 f liZ(0 -%i �✓, ��1'Gt,� (�� (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.) Sq. FULF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) i 9 �/ 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 (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: /�/�f i✓ /i! ```' �tl U SIGNATURE: / /%Lj iI// DATE: 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: Building Division Valuation: $ r-)- _ E_ AK TWINP' 167532_5[65.94.30.1], _....... ........_..___..__..._.-,,. EFFICIENCY 28[1.ij 910[35.8] _ 3825[5.051 _ ❑ ,900[351 + 111 YEAR PRODUCT WARRANTY YEAR LINEAR POWER OUTPUT Founded in Norway in 1996, REC is a leading vertically integrated solar energy company. Through integrated manufacturing from r silicon to wafers, cells, high-quality panels and extending to solar solutions, REC provides the world with a reliable source of clean energy, REC's renowned product quality is supported by the lowest warranty claims rate in the industry. REC is a Bluestar Elkem companywith headquarters in Norwayand operational headquarters in Singapore. REC employs morethan 2,000 people worldwide, producingl.4 GW of solar panels annually. www.recgroup.com WARRANTY ® AUT y*PREF US IMPORT DUTY FREE 13oz a [0.4330.6] 20.530.5 I "I TEMPERATURE RATINGS [0.7830.081 Ea_ _12001471- Nominal operating cell temperature(NOCT) 44.6°C(+2°C) Temperature coefficient of PMP, -0.39 %/°C -:---+-45[1.51 R Temperature coefficient ofVnr -0.31%/°C Measurementsinmm[in) i38 (1.51 Temperature coefficient oflsc 0,045%/°C ELECTRICAL DATA @ STC* Nominal Power-PMpp(Wp) 275 Product Code*: RECxxxTP2 280 285 290 295 GENERALDATA Cell type: 120 REC HC multicrystalline Watt Class Sorting -(W) 0/+5 0/+5 0/+5 0/-!-5 0/+5 6stringsof20ce11s Nominal Power Voltage -VMpp(V) 31.5 31.7 31.9 32.1 32.3 Glass: 0.13' (3.2 m m) so [a r glass with Nominal Power Current -IMp,(A) 8.74 8.84 8.95 9.05 9.14 anti -reflective surface treatment Backsheet: Highly resistant polyester Open Circuit Voltage-Voc(V) 38.2 38.4 38.6 38.8 39.0 polyolefin construction Short Circuit Current-15c(A) 9.30 9.39 9.49 9.58 9.65 Frame: Anodized aluminum PanelEfficiency(°.6) 16.5 16.8 17.1 17.4 17.7 (Available in silver or black) Values at standard test conditions STC (airmass AM 15, irradiance 1000 W/m=, cell temperature 25°C). Junction box: IP67rated, 3artwithBbypass diodes 12 AWG (4 mm2) PV W re, 35°+47° (0.9 m +1.2m) At low irradiance of 200 W/m' (AM 1.5 and cell temperature 25°C) at least 94%of the STC module efficiency will be achieved. *Where xxxindicates the nominal power class (P-)atSTC indicated above. and can befollowed bythe suffix BLKforblack framed modules. Connectors: Staubli MC4 PV-KBT4/PV-KST4 12 AWG (4 mm2) ELECTRICAL DATA@ NOCT Nominal Power-PMpp(Wp) 206 210 214 21B 223 Operational temperature: -40...+185°F (-40 _ +85°C) Nominal Power Voltage -VMppIV) 29.2 29.4 29.6 29.8 30.0 Maximum system voltage: 1000V Nominal Power Current-IMpp(A) 7.07 7.15 7.24 7.32 7.43 Design Loads (+)75.21bs/ft2(3600Pa) Open Circuit Voltage -Voc V) 35.4 35.6 35.8 36.0 36.2 (-) 33.41bs/ft2 (1600 Pa) Short Circuit Current-Ix(A) 7.52 7.59 7.68 7.75 7,85 Referto installation manual Nominal operating cell temperature NOCT (800 W/m2, AM 1.5, windspeed 1 m/s, ambient temperature 20°C). Max series fuse rating: 20A Vhere)= indicates the nominal power class (P_) at STC indicated above, and canbefollowed by the suffix BLK for black framed modules. Max reverse current 20A CERTIFICATIONS1, 10 year product warranty Dimensions: 65.9x39.25x1.S(1675x997x38mm) C/ C ❑ DVE�� c us 25 year linear power output warranty (max.degressioninperformance of0.7%p.a.from 97% Area: 17.98ft2(1.67m2) UL1703, Fire classification Type 2IEC 61215,IEC 61730, IEC61701(SaltMist-severity level 6). IEC 62804 IND Free), afterthefirstyear) Weight 40.8 lbs (18.5 kg) IEC 62716 (Ammonia Resistance), ISO 11 92 5-2 (Ignitability Class]), See warranty conditions for further details. UNI 84S7/9174 (Class A), ISO 9001:201S,15014001, OHSAS 18001 Note! Specifications subject to change without notice. Founded in Norway in 1996, REC is a leading vertically integrated solar energy company. Through integrated manufacturing from r silicon to wafers, cells, high-quality panels and extending to solar solutions, REC provides the world with a reliable source of clean energy, REC's renowned product quality is supported by the lowest warranty claims rate in the industry. REC is a Bluestar Elkem companywith headquarters in Norwayand operational headquarters in Singapore. REC employs morethan 2,000 people worldwide, producingl.4 GW of solar panels annually. www.recgroup.com 0 TWINPEAK 2 . SERIES PREMIUM SOLAR PANELS WITH SUPERIOR PERFORMANCE REC TwinPeak Z Series solar panels feature an innovative design with high panel efficiency and power output, enabling customers to get the most out of the space used for the installation. Combined with industry-leading product quality and the reliability of a strong and established European brand, REC TwinPeak Z panels are ideal for residential and commercial rooftops worldwide. IMPROVEDPERFORMANCE 100% REDUCES BALANCE OF IN SHADED CONDITIONS PID FREE SYSTEM COSTS solar=es Single Phase Inverters for North America SE3000A—US/SE3800A—US/SE5000A—US/SE6000A—US/ AC output conduit size J AWG range 3/4" minimum / 16.6 AWG SE760OA—US/SE10000A—US/SE1140OA—US DC input conduit size / # of strings / 3/4" minimum / 1-2 strings / 16-6 AWG SE3000A-US SE3800A-US SESOOOA US�SE6000A-US ESE7600A UUSSE10000A-US SE1140OA-US OUTPUT AWG............ Dimensions with Safety Switch (HxWxDj Nominal AC Power Output p 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA ." . ..... 51;?.� 23:.......... ... , ............... 54.7/24.7 ...........................775, , ... , ........ , ........ x_ 315x260...........,.mm.... , .. , ... 88.4 /. 1......:...... 10000 240V Max. AC Power Output 3300 4154 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA ........... 5450.6a1240V ......... . ....... . ......... 10950240V Cooling AC Output Voltage Min: Nom: Max.ltl and internal Fans (user replaceable) 183 - 208 - 229 Vac ..........._........................................:................................................d.................. fan (user � ✓ AC Output Voltage Min: Nom: MaxJll re laceable oise.................................................................. 211- 240 - 264 Vac � � � ✓ ✓ dBA Min. -Max. Operating Temperature AC Frequency Min: Nom: Max.ltl .............................:................ 59.3-60-60.5 ...............1..,,...,,,...,............... Hz Max. Continuous Output Current 12.5 24 @ 208V 16 25 32 48 @ 208V 47.5 A 21 �u 240V .........:.... 42 240V @ GFDI Threshold A Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes _. .., .,.. Yes INPUT Maximum DC POW...... ) 4050 5100 6750 8100 10250 ....... 13500 15350 W Transformer less Ungrounded Yes ....... Max Input Voltage SooVdc Nom. DC Input Voltage 325 @ 208V / 350 @ 240V ......., Max. Input Currentl'i 9.5 13 16.5 @ 208V , 18 23 33 @ 208V 34.5 v Adc 15.5 240V 30 5 240V Max. Input Short Circuit Current.. 45 ............................................................................................................... Adc Reverse -Polarity Protection _ ........................................ Yes Ground -Fault Isolation Detection ............................... 600kn Sensitivity _..................,............................ aximum Inverter Efficiency ,.Maximum .................... 97.7 1 ................................ 98 2 98.3 98 3 t ............... ,... ..�..... .......... .............................. E................ CEC Weighted Efficiency 97.5 97 @ 208V 98 97 5 97.5 .,......,.......... 97 @ 208V 7 97,5 ....""..... g; 98 240V . ...................................97."5 Nighttime Power Consumption < 2.5 <4 ............."..... W ADDITIONAL FEATURES •Supported Communication Interfaces RS485, RS232, Ethernet, Zi Bee o tional Revenue Grade Data, ANSI 012.1 ... ................. ...... ... ....... .............................. . .. Optional cal ............................................................................. Rapid Shutd........own—NEC 2014 69 0.12 Yes STANDARD COMPLIANCE Safety .. ......... UL1741, UI -1699B, UI -1998, CSA 22.2 Grid Connection Standards ..:.............................................................................. IEEE1547 Emissions ....EEE1..,........,,............. FCC part15 class B .................... ............. .............. INSTALLATION SPECIFICATIONS AC output conduit size J 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 minimum / 1-3 strings / AWG ran a B........................................... ........... ......,.......,....................... AWG............ Dimensions with Safety Switch (HxWxDj 30.5 x 12.5 x 7.2 / 775 x 315 x 184 .............14-6 30.5 x 12.5 x 10.5 / ....... ,.. in / ......................... Weight with Safety Switch ................. ." . ..... 51;?.� 23:.......... ... , ............... 54.7/24.7 ...........................775, , ... , ........ , ........ x_ 315x260...........,.mm.... , .. , ... 88.4 /. 1......:...... lb � kg Natural convection Cooling Natural Convection and internal Fans (user replaceable) fan (user re laceable oise.................................................................. �,25.............................,..,.........,........,l..,.......... < 50 dBA Min. -Max. Operating Temperature ,..........,.....,............ Range, 13 to +140 / -25 to +60 (-40 to +60 version available;a) F / °C Protection Rating NEMA 3R 1sl For other regional settings please contact SolarEdge support. t2i A higher current source maybe used; the inverter will limit its input current to the values stated iii Revenue grade inverter P/N: 5E)o=A-USOOONNR2 (for 7600W inverter:SE7600A-U5002NNR2). (4) -40 version P/N: Slim xA-USOOONNU4 (for 760OW inverter:SE7600A-US002NNU4). solar -. SolarEdge Single Phan For North America SE3000A-US / SE380OA-US / SE5000A SE760OA-US / SE10000A-US / SE11400 �werte, x'12'25 . a Waita � �atia�o�• Y., The best choice for SolarEdge enabled systems Integrated arc fault protection for NEC 2011 690.11 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 C12.1 USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - AUSTRALIA - THE NETHERLANDS - UK - ISRAEL www.soIaredge.us so I a r" • @ z SolarEdge Power Optimizer Module Add -On for North America P300 / P350 / P400 / P405 P300 ; P350 P400 P405 (for 60 -cell modules) (for 72 -cell modules) L (for %-cell modules) (for thin film modules) INPUT Rated Input DC Power(') 300 350 400 405 W .............................................. ......................... ......................... ............ Absolute Maximum Input Voltage (Voc at lowest temperature) 48 60 80 125 Vdc .............................................I-,......,,.,.....,.......,..........................,....,,.,,,..,..,.,,,..............,..,,,.,....,, ........,... MPPT Operating Range 8 - 48 8 -60 8 - 80 12.5-105 Vdc __. _...............................................:........................................ ......... .. ..................................... Maximum Short Circuit Current (Isc) 10 Adc ........................................:....................................................................................................... Maximum DC Input Current 12.5 Adc Maximum Efficiency 99,5 % ....................................... Weighted Efficiency 9g,g �o _....................................................................................................................................... ............ Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Adc ..........1. Maximum Output Voltage 60 _ 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer i 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety ..................... IEC62109-1 {class 11 safety')?U1.1741 RoHS Yes --- INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Dimensions (W x L x H) ! 141 x 212 x 40.5 / 5.55 x 8.34 x 1.59 mm/in Weight (including cables) 950 / 2...1 gr / Ib Input Connector MC4 / Amphenol / Tyco MC4 Output Wire Type / Connector Double Insulated; Amphenol .............................................................. _....,,. ............ Output Wire Length 0.95/3.0 1.2/3.9 m / ft .............................1..,,..,,.,.,,,.,.,.,..,,.:.........................,,.,.,,....,.,,,.,..,.,,..........,....,....,..,,,.. ............ Operating Temperature Range -40 - +85 / -40 - +185 -C / 'F _......................_.............................................. _ ..........................,.. ,....-...... Protection Rating IP65 / NEMA4 ........................ ............ Relative Humidity 0-100 ........................._.......................,,...... .... ............... ......................................,...,.. — — .-._ .........._. Ill Rated STC power of the module. Module of up to +5% power tolerance allowed. PV SYSTEM DESIGN USING A SOLAREDGE INVERTERIZI SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length g 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 or Orientations Yes _ 1- ............ 1-1 ............................... . tzl It is not allowed to mix P405 with P300/P350/1`400/1`600/1'700 in one string, Bonding Adjustable X - End Clamp Top Bonding Adjustable X - End Clamp Bottom SnapNrack Bonding Adjustable X -End Clamp Bonding Standoff Clamp Rubber- Rain ubberRain Collar Mill Finish Standoff Mill Finish Standoff Base (7 Hole Base Shown) m SnapNrack Bonding Standoff Assembly Bonding Mid Clamp Bonding Channel Nut SnapNrack Bonding Mid Clamp ® Bonding Channel Nut L Foot L Foot Flashing SnapNrack Bonding L Foot Base with Flashing Bondging Splice Insert _ Splice Base SnapNrack Bonding Standard Rail Splice Bonding Channel Nut ka*"V'L Foot Metal Roof Base SnapNrack Metal Roof Base with Bonding L Foot Bonding Universal End Clamp (UEC) Wave UEC Pull Strap UEC Wedge SnapNrack Bonding Universal End Clamp SnapNrack- 00 UL TechnicalData Patent Pending Materials • 6000 Series aluminum • Stainless steel • Galvanized Steel Flashing Material Finish • Clear and black anodized aluminum • Mill Finish on select components Installation • Quick and efficient mounting • Adjustable hardware to ensure clean and level finish • All components bonded to ground with integrated bonding features Calcs. & Certifications • UL 2703 Certification • Stamped Structural Engineering Reports for all 50 States Grounding • SnapNrack Grounding Lug Warranty • 10 Year material and worksmanship (download full details at snapnrack.com) Snap (877) 732-2860 rack- www.SnapNrack.com 0 Printed on recycled paper using soy based inks. © 2014 by SnapNrack PV Mounting System. All rights reserved. The SnapNrack line of solar mounting systems is designed to reduce total installation costs. The system features technical innovations proven on more than 30OMW of solar projects to simplify the installation and reduce costs. Pitched Roof Arrays Simplified The SnapNrack Series 100 UL Roof Mount System is an efficient, visually appealing, photovoltaic (PV) module installation system. Series 100 UL is listed to the UL 2703 Standard for Bonding, meaning that all system components have been certified by UL for electrical continuity, eliminating the need for additional grounding hardware. The System's components provide an adequate bonding path which has eliminated the need for grounding lugs and washers at each module, and bonding jumpers between splices. The UL 2703 Certification ensures that SnapNrack partners can provide the best in class installations in quality, safety, and efficiency. All bonding hardware is fully integrated into the components No grounding lugs required for modules • Rail splices bond rails together, no rail jumpers required • Proprietary SnapNrack grounding lug snaps in the rail channel, no drilling of rail or reaching for other tools required Patent Pending Roof System in 4 Simple Steps: 1) Go to the online Series 100 Configuration Tool (configure.snapnrack.com) and select "Yes" for UL 2703 Listed 2) Identify Site Conditions (Array Tilt, Building Height, Roof Type, Wind and Snow Loads) 3) Build array in the online Configuration Tool and automatically generate a Bill of Materials. 4) Place order with your distributor. Purchase material for a single project or order in bulk for additional savings - Rail & Module Clamps - Roof Attachments - Array Accessories VL LISTED PV Mounting System 2703 `�sunrun May 02, 2017 Subject: Structural Certification for Proposed Residential Solar Installation. Job Number: 501R-645MCM1; Plan Set: Rev A.1, Dated 5/2/17 Client: JEREMY MCMINN Address: 4645 QUAY ST, WHEAT RIDGE, CO 80033 Attn: To Whom It May Concern A field observation was performed to document the existing framing of the above mentioned address. From the field observation, the existing roof structure was observed as Composition Shingle roofing over roof plywood. Roof 1 (AR -05) supported by 2x6 Rafter @ 24" OC. The roof is sloped at approximately 14 degrees and has a max rafter span of 13' 0" between supports. Roof 2 (AR -01, AR -02, AR -03, AR -04) is supported by 2x6 Rafter @ 24" OC. The roof is sloped at approximately 14 degrees and has a max rafter span of 13'0", 10' 0" between supports. Design Criteria: • 2012 International Building Code • Basic Wind Speed Vult = 135 mph (Vasd = 105 mph), Exposure C • Ground Snow Load = 30 psf After review of the field observation report, the existing roof framing supporting the proposed solar panel layout has been determined to not meet loading requirements based on our structural capacity calculations in accordance with applicable building codes. Therefore, structural upgrades are required. These upgrades shall include new sistering to existing roof members at array number AR -05. If you have any further questions on the above for mentioned, please do not hesitate to call. Sincerely, Sage Lopez, P.E. Civil Engineer Sunrun, Inc Structural Only Exp. 10-31-2017 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 Structural Calculations for the JEREMY MCMINN Residence PV Installation Date: 5/2/2017 Job Address: 4645 QUAY ST WHEAT RIDGE, CO 80033 Job Number: 501R-645MCMI Scope of Work These calculations are for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 2 House Geometry, Live Loads, Snow Load, Wind Loading, & Dead Loading 3 Roof (2) Dead Loading, Roof (1) Framing Check 4 Roof (1) Framing Check cont., Roof (2) Framing Check 5 Roof (2) Framing Check cont., Rafter Attachment Check, Seismic Check, & Scope of Work Eneineerine Calculations Summar Code: 2012 International Building Code ASCE 7-10 Snow Load: S = 30 psf Live Load: LL = 20 psf Wind: Wind Speed Ult. (V) = 135 mph Exp. = C PV Dead Load: DPV = 3.0 psf Sincerely, Sage Lopez, P.E. Civil Engineer Sunrun, Inc Structural Only Exp. 10-31-2017 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 Structrure Geometr Engineer: SVL Date: 5/2/2017 Job: 501R-645MCM1 Address: 4645 QUAY ST WHEAT RIDGE, CO 80033 2 of 5 Mean Roof Height, hn = 12 ft Eave Height, he = 8 ft Buiding Length, L = 48 ft Building Width, B = 32 ft Module Area = 20 ftZ Roof Pitch, 0 = 14 degrees Roof Live Load, Lr = 20 psf Equation 4.8-1 Ground Snow Load, pg = 30 psf Fig. 7-1 Snow Importance Factor, 6 = 1.00 Table 1.5-1 Thermal Factor, Ct = 1.1 Table 7-3 Exposure Factor, Ce = 0.9 Table 7-2 Roof Slope Factor, C5 = 1.00 Figure 7-2c Flat Snow Load, Pf = Sloped Roof Equation 7.3-1 Sloped Roof Snow Loads, Ps = 30.00 psf Equation 7.4-1 Is the width of the roof > 20ft? Yes Drift Height, hd = 1.44 ft Figure 7-9 Roof slope for a rise of one, S 4.01 Uplift (0.6W) Unbalanced Width = 7.67 ft Fig 7-5 y = 18 pcf Equation 7.7-1 Unbalanced Snow load = 42.83 psf Fig 7-5 Wind Load: Basic Wind Speed (3s -gust), V = 135.0 mph Figure 26.5-1A Building Occupancy Category = 2 Walls - Exterior Table 1.5-1 Composition Shingle Wind Importance Factor, Iw = 1.00 5.0 psf Table 1.5-2 1.8 Exposure Category = C 2x6 Rafter @ 24" OC Sec 26.7.3 Gypsum Topographic Factor, KZT = 1.00 0.0 Equation 26.8-1 Adjustment Factor, X = 1.21 3.0 Figure 30.5-1 Edge Zone, a = 3.20 ft Figure 30.5-1 Uplift (0.6W) Zone 1 (psf) Zone 2 (psf) Zone 3 (psf) Pnet30 = -29.20 -48.15 -72.35 Figure 30.5-1 Pnet = 0.6 x A x Kzr x Pnet3o) _ -21.20 -34.96 -52.53 Equation 30.5-1 Downward (0.6W) Zone 1 (psf) Zone 2 (psf) Zone 3 (psf) Pnet3o = 17.25 17.25 17.25 Figure 30.5-1 Pnet = 0.6 x X x KzT x Pnet30 = 12.52 12.52 12.52 Equation 30.5-1 Dead Load: Roof (1): Roof Walls - Exterior Composition Shingle 2.5 psf Wood 5.0 psf 1x6 Boards 1.8 2x4 Studs @ 16" 2.0 2x6 Rafter @ 24" OC 2.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 0.0 Misc. (Insulation, etc.) 2.0 PV System, Ppv 3.0 Total Roof DL = 9.3 psf Total Wall DL = 12.0 psf 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 Engineer: SVL Date: 5/2/2017 Job: 501R-645MCM1 Address: 4645 QUAY ST WHEAT RIDGE, CO 80033 3 of 5 Roof (2): Roof = 2x6 Rafter @ 24" OC Walls - Exterior Timber Species Composition Shingle 2.5 psf Wood 5.0 psf 1x6 Boards 1.8 2x4 Studs @ 16" 2.0 2x6 Rafter @ 24" OC 1.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 0.0 Misc. (Insulation, etc.) 2.0 PV System, Ppv 3.0 = 900 psi Total Roof DL = 8.3 psf Total Wall DL = 12.0 psf Roof (1) Framine Check Roof Framing = 2x6 Rafter @ 24" OC PV Tributary Length, Lpv = Timber Species = Doug Fir -Larch #2 11.0 ftZ Max Beam Span = 13.00 ft Roof Distributed Load, wDL = b = 1.5 in Rafter Sistering Upgrade Required d = 5.50 in Sister Size: 2x6 Rafter @ 24" OC Moment of Inertia, Ix = 20.80 in° Sister Species: Doug Fir -Larch #2 Section Modulus, Sx = 7.56 in' Modified Moment Capacities Shown Bel Bending Stress, Fb = 900 psi Elastic Modulus, Emin = 580000 psi Sheer Stress, Fv' = 180 psi CD (Wind) CD (Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.00 1.00 1.00 CL CF Cfu Ci Cr 1.00 1.30 1.00 1.00 1.15 PV Tributary Width, Wpv = 2.75 ft PV Tributary Length, Lpv = 4.0 ft PV Tributary Area, At = 11.0 ftZ PV Dead Point Load, PD = Pp� x At = 32 Ib Roof Distributed Load, wDL = 12 plf Load Case: 0.6DL+0.6W (CD = 1.6) Roof Zone = 1 Pup = Pnet x At + 0.6 x PD x Cos(6) = 214 Ib Mb(wind_up) = 815 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = 2153 psi Mallowable = Sx x Fb' (wind) = 2713 Ib -ft > 815 OK Load Case: DL + 0.6W (CD = 1.6) Pdown = Pnet x At + PD x COS(e) = 170 Ib Mb(wind_down) = 945 Ib -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF xCfu XCi XCr = 2153 psi Mallowable = Sx x Fb' (wind) = 2713 Ib -ft > 945 OK Load Case: DL + 0.75(0.6W) + 0.755 (CD = 1.6) Roof Snow Distributed Load, wSL = 60 plf Psnow = Ps x At = 320 Ib Mb(wind_snow) = 1870 Ib -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 2153 psi Mallowable = Sx x Fb' (snow) = 2713 Ib -ft > 1870 OK 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 Engineer: SVL • `' Date: 5/2/2017 ` Job: 501 R-645 M CM 1 Address: 4645 QUAY ST WHEAT RIDGE, CO 80033 4of5 Load Case: DL + S (CD = 1.15) Roof Snow Distributed Load, wSL = 60 plf Psnow = Ps x At = 320 Ib Mb(snow) = 1776 lb -ft Fb' (snow) = Fb XCD XCLS XCM XCt XCL XCF XCfu xG xCr = 1547 psi Mallowable = Sx x Fb' (snow) = 1950 Ib -ft > 1776 OK Roof (2) Framine Check Roof Framing = 2x6 Rafter @ 24" OC Timber Species = Doug Fir -Larch #2 Max Beam Span = 10.00 ft b = 1.50 in d = 5.50 in Moment of Inertia, Ix = 20.80 in' Section Modulus, Sx = 7.56 in' Bending Stress, Fb = 900 psi Elastic Modulus, Emin = 580000 psi Sheer Stress, FJ = 180 psi CD (Wind) CD (Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.00 1.00 1.00 CL CF Cf. Ci Cr 1.00 1.30 1.00 1.00 1.15 Roof (2) Framing Check Continued: PV Tributary Width, Wpv = 2.75 ft PV Tributary Length, Lpv = 4.00 ft PV Tributary Area, At = 11.00 ft, PV Dead Point Load, PD = Ppv x At = 32 Ib Roof Distributed Load, wDL = 10 plf Load Case: 0.6DL + 0.6W (CD = 1.6) Roof Zone = 1 Pup = Pnet x At + 0.6 x PD x COS(0) = 214 Ib Mb(wind_up) = 375 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 2153 psi Mallowable = Sx x Fb' (wind) = 1357 Ib -ft > 375 OK Load Case: DL + 0.6W (CD = 1.6) Pdown = Pnet x At + PD x COS(0) = 170 Ib Mb(wind_down) = 443 Ib -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 2153 psi Mallowable = Sx x Fb' (wind) = 1357 Ib -ft > 443 OK Load Case: DL + 0.75(0.6W) + 0.755 (CD = 1.6) Roof Snow Distributed Load, wSL = 60 plf Psnow = Ps x At = 320 Ib Mb(wind_snow) = 853 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 2153 psi Mallowable = Sx x Fb' (snow) = 1357 Ib -ft > 853 OK 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 Engineer: SVL Date: 5/2/2017 Job: 501R-645MCM1 Address: 4645 QUAY ST WHEAT RIDGE, CO 80033 5of5 Load Case: DL + 5 (CD = 1.15) Roof Snow Distributed Load, wSL. = 60 plf Psnow = Ps x At = 320 Ib Mb(snow) = 803 lb -ft Fb' (snow) = Fb XCD XCLS XCM XCt xCL XCF xCfu XG xCr = 1547 psi Mallowable = Sx x Fb' (snow) = 975 Ib -ft > 803 OK Rafter Attachments: 0.6D+0.6W (Zone 21 Puplift = At x Pnet = 365 Ib Connector Uplift Capcity per SnapNRack Test Results = 500 Ib 5/16" Lag Screw Withdrawl Value = 266 Ib/in Lag Screw Penetration = 2.5 in Allowable Capacity with CD = 1064 Ib Seismic Check: > 365 OK Table 11.2A - NDS > 365 OK %increase = (Wtotal + Warray) / Wtotal = 26566 *100%-100% = 6.43% ** 24960 **The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes, professional engineering inspection and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 Existing Dead Load: Solar Dead Load: Aroofexisting = 1536 ftZ Wpanel = 42 Ib Wroofexisting = 9600 lb NUmpanel = 31 Awallexisting = 1280 ft' Wpanel_tot = 1302 Ib Wwallexisting = 15360 lb Wbos = 304 lb Wtotal = 24960 lb Warray = 1606 lb %increase = (Wtotal + Warray) / Wtotal = 26566 *100%-100% = 6.43% ** 24960 **The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes, professional engineering inspection and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE # DESCRIPTION SOLAR MODULES PV-1.0 COVER SHEET • SYSTEM SIZE: 8990W DC, 7600W AC • ALL WORK SHALL COMPLY WITH 2014 NEC, 2012 IBC, MUNICIPAL CODE, AND SE SERVICE ENTRANCE PV-2.0 SITE PLAN • MODULES: (31) REC SOLAR: REC290TP2 BLK ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. RAIL • INVERTER(S): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2014 NEC. _o __ o._ _I PV-3.0 LAYOUT (1) SOLAREDGE TECHNOLOGIES: SE 760OA-US (240V) • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2014 NEC. MP MAIN PANEL j PV-3.1 STRUCT DETAIL • RACKING: SNAPNRACK SERIES 100 UL; FLASHED L FOOT. • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY e J SEE PEN D01. GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. PV-4.0 ELECTRICAL • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SP SUB-PANEL STANDOFFS & PV-5.0 SIGNAGE • STRUCTURAL UPGRADES REQUIRED ON AR 05. SEE PV 3.0 • . INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. RACKING CONFORMS TO AND IS LISTED UNDER UL 2703.CHIMNEY FOOTINGS & PV 3.1 DETAIL. • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). LC PV LOAD CENTER • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • 9.58 AMPS MODULE SHORT CIRCUIT CURRENT. ATTIC VENT • 14.96 AMPS DERATED SHORT CIRCUIT CURRENT (690.8 (a) & 690.8 (b)). SM SUNRUN METER FLUSH ATTIC VENT PM DEDICATED PV METER PVC PIPE VENT INVERTER(S) WITH METAL PIPE VENT FINV INTEGRATED DC DISCONNECT AND AFCI T-VENT AC D AC DISCONNECT(S) SATELLITE DISH DC DC DISCONNECT(S) FIRE SETBACKS [Cifl 0 COMBINER BOX HARDSCAPE INTERIOR EQUIPMENT — PL— PROPERTY LINE LEa SHOWN AS DASHED SCALE: NTS sunrun A AMPERE AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER ELECTRICAL CONTRACTOR AZIM AZIMUTH VICINITYMAP COMP COMPOSITION 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 DC (E) DIRECT CURRENT EXISTING FAX 301NE 7796 6527 FAX 301577 9629 j Shopp�ny Cever CUSTOMER RESIDENCE: r'+Cosli.olNholesale EXT EXTERIOR ►� C FIRM FRAMING JEREMY MCMINN ' `i, av,/ ,, uNtnr��ww Dtvwtorr,� INT LBW INTERIOR LOAD BEARING WALL 4645 QUAY ST, WHEAT RIDGE, CO 80033 MAG MAGNETIC g ° " APPROVED MSP MAIN SERVICE PANEL TEL. (303) 249-7826 APN #: 39-231-03-008 (N) NEW de Rp1i�g►�dforCOComDlla� NTS NOT TO SCALE PROJECT NUMBER: " OC ON CENTER 501R 645MCM1 DESIGNER: 818.738.2318 - w r _ , , .bsra.,st - C (� PRE-FAB PRE-FABRICATED PSF POUNDS PER SQUARE FOOT t-. rt,n miw home W 4Gth PI �� J 1 PV PHOTOVOLTAIC ROBERT BUSTAMANTE wa�u �"""e' DaftTL TRANSFORMERLESS DRAFTER: W.1—t O _ a h. . Ni 45*A,p 65�451h AM Lake side0 v�y of The 6WOwe of a aero or wwovd•tpia•+ssAeuJinM�r TYP TYPICAL ROBERT BUSTAMANTE shuppfng Center - •nduwrput,,;o•+ so" no be o vc� owJa . or a• oapowla� r aobtb• an V VOLTS oar•Jftp•'"sb^fM��^vcc* aclaw CAY•rd&•nres-Ani W WATTS SHEET pesmr�rvtoowowfttoviowea/c~aw0 hionolftN��W REV NAME DATE COMMENTS 3 e g " - o a m m tacks or oda or*wncts of the city seotl not be vow COVER SHEET n y A.1 R.BUSTAMANTE 5/2/2017 PE REVIEW CHANGE REV: A.1 5/2/2017 PAGE PV-1.0 sr=_ :941.,A. _.l°° SITE PLAN - SCALE = 1/16" = V-0" PL PI (E) RESIDENCE MP INVSM AC PM SE O � O (E) FENCE PL PL IN (N) ARRAY AR -05 / (E) FENCE PL PL a J a. a ^ a ' n a (N) ARRAY AR -04 Lu Lu U) } sunrun Q 0 ELECTRICAL CONTRACTOR (N) ARRAY AR -03-Z H (N) ARRAY AR -02 6040 WEST 9 1 ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577 6527 a FAX 303.577.9629 CUSTOMER RESIDENCE: FIRE SETBACKS JEREMY MCMINN (3' TYP) -- 4645 QUAY ST, WHEAT RIDGE, CO 80033 PL PL PL PL L PL TEL. (303) 249-7826 APN #: 39-231-03-008 PROJECT NUMBER: (N) ARRAY AR -01 (E) FENCE 501 R-645MCM1 DESIGNER: 818.738.2318 (E) SATELLITE DISH ROBERT BUSTAMANTE TO BE RELOCATED DRAFTER: Oki ROBERT BUSTAMANTE V3�eatR`ag5 � SHEET SITE PLAN �� REV: A.1 5/2/2017 PAGE PV -2.0 PITCH TRUE AZIM MAG AZIM PV AREA (SQFT) AR -01 14° 180° 171° 53.9 AR -02 14° 90° 81° 161.8 AR -03 14° 270° 261 ° 89.9 AR -04 14° 90° 81' 71.9 AR -05 14° 0° -9° 179.7 (N) ARRAY AR -04 Lu Lu U) } sunrun Q 0 ELECTRICAL CONTRACTOR (N) ARRAY AR -03-Z H (N) ARRAY AR -02 6040 WEST 9 1 ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577 6527 a FAX 303.577.9629 CUSTOMER RESIDENCE: FIRE SETBACKS JEREMY MCMINN (3' TYP) -- 4645 QUAY ST, WHEAT RIDGE, CO 80033 PL PL PL PL L PL TEL. (303) 249-7826 APN #: 39-231-03-008 PROJECT NUMBER: (N) ARRAY AR -01 (E) FENCE 501 R-645MCM1 DESIGNER: 818.738.2318 (E) SATELLITE DISH ROBERT BUSTAMANTE TO BE RELOCATED DRAFTER: Oki ROBERT BUSTAMANTE V3�eatR`ag5 � SHEET SITE PLAN �� REV: A.1 5/2/2017 PAGE PV -2.0 ROOF TYPE ATTACHMENT ROOF HEIGHT ROOF EXPOSURE FRAMEFRAME MATERIAL TYPE FRAME SIZE MAX FRAME SPAN OC SPACING ROOF EDGE ZONE MAX RAIL SPAN MAX RAIL OVERHANG DESIGN CRITERIA MODULES: AR -01 AR -02 COMP SHINGLE COMP SHINGLE FLASHED L FOOT. FLASHED L FOOT. SEE PEN D01. SEE PEN D01. SINGLE STORY SINGLE STORY ATTIC ATTIC WOOD WOOD RAFTER RAFTER 2 X 6 2 X 6 13' - 0" 101-01, 24" 24" N/A N/A 4'- 0" 4' - 0" 2' - 0" 2� - 0-- REC SOLAR: REC290TP2 BLK MODULE DIMS: 65.94" x 39.25" x 1.5" AR -03 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. SINGLE STORY ATTIC WOOD RAFTER 2 X 6 10' - 0" 24" N/A 4--0" 2' - 0" MODULE CLAMPS: Portrait: 8.2" - 16.4" AR -04 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. SINGLE STORY EXPOSED WOOD RAFTER 2 X 6 13'- 0" 24" N/A 4'- 0" 2'- 0" Landscape: 4.9" - 9.8" AR -05 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. SINGLE STORY EXPOSED WOOD RAFTER 2 X 6 13'- 0" 24" N/A 4' - 0" 2'- 0" MAX DISTRIBUTED LOAD: 3 PSF SNOW LOAD: 30 PSF D1 - AR -01 - SCALE: 3/32" = V-0" PITCH: 14° AZIM:180° ® D2 - AR -02 - SCALE: 3/32" = V-0" PITCH: 14° AZIM:90° ® D3 - AR -03 - SCALE: 3/32" = V-0" PITCH: 14° AZIM:270° ® WIND SPEED: 105 MPH 3 -SEC GUST. LAG SCREWS: 5/16"x4.0": 2.5" MIN EMBEDMENT NOTE: INSTALLERS TO VERIFY RAFTER 19'-10" SIZE, SPACING AND SLOPED 2'-7"1—,,-6'-7"— 3-5"-91-1111 —T-6"—� SPANS, AND NOTIFY E.O.R. OF ANY DISCREPANCIES BEFORE PROCEEDING. 8'-6" 3' 3' zu 4' TYP - o— E. o-- - — o - -o--- e �-4' TYP 0 0 o- 6'-6" I 4' 0 _o_ o_ ___o_ _o _ _ _' TYP o — o - PENETRATION SPACING: FULLY STAG G o�pD 'o L 51" 9 p'• :4• 41. r ss�CNAtE�� 1'_j SU run D4 - AR -04 - SCALE: 3/32" = V-0" D5 - AR -05 - SCALE: 1/8" = V-0" PITCH: 14° AZIM:90° PITCH: 14° AZIM:O° ELECTRICAL CONTRACTOR ® ® 3"- 2" —6'-7"— - 1 ADD SISTERING AT EACH V-3• RAFTER RECEIVING A PV 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577.6527 FAX 303.577.9629 ATTACHMENT. CUSTOMER RESIDENCE: i i 3 — _ _ \ ITEL. JEREMY MCMINN 4645 QUAY ST, WHEAT RIDGE, CO 80033 (303) 249-7826 APN #: 39-231-03-008 PROJECT NUMBER: 501R-645MCM1 4' TYP e—o -- o --o i e l O- O -14' TYP I----- -- I DESIGNER: 818.738.2318 1 e --o o- — - - o - -©- =" ROBERT BUSTAMANTE �'— 8'-5" — 13'-3" — 8'-5" —�' DRAFTER: City of ROBERT BUSTAMANTE 8'-7" 26'-6" 11'-11 Wheat Ridge SHEET LAYOUT i3U11diny Divison REV: A.1 5/2/2017 PAGE PV -3.0 NOTES.- 1. OTES:1. PROVIDE (N) 2x6 SISTERED RAFTERS TO (E) RAFTER, SEE DETAILS. 2. ATTACH (N) SISTER TO (E) MEMBER W/ ATTACHMENT (SEE SCHEDULE) STAGGERED AT 6" OC ALONG SPAN W/ 1" EDGE DISTANCE AND (6) AT EACH END W/ 1" EDGE DISTANCE AND 6" SPACING. ATTACHMENT TYPE PER SCHEDULE (E) RAFTER i i I JOIST (E) BEARING WALL 1 SINGLE SISTERING ELEVATION SCALE: NTS TABLE 1: ACCEPTABLE MIN. LUMBER TYPE LUMBER TYPE MIN. Fb (psi) DOUG FIR -LARCH #2 900 SOUTHERN PINE #1 1500 HEM -FIR #2 850 SPRUCE PINE FIR #2 875 TABLE 2: ACCEPTABLE ATTACHMENT SCHEDULE TYPE "A" # AT END OPTION 1 SIMPSON SDWS TIMBER SCREW 12" OC 6 OPTION 2 COMMON 10d 6" OC 6 City of Wheat Ridge Diviso t s Cr "" NAI. Structural Only Exp. 10-31-2017 120/240 VAC SINGLE PHASE SERVICE OMETER #: M XCEL D2202901 UTILITY GRID CONDUIT SCHEDULE 1 EXISTING CONDUCTOR NEUTRAL GROUND 0 NONE NONE NONE 200A MAIN 1 NONE (4) 10 AWG PV WIRE NONE (1) 6 AWG BARE COPPER 2 C 1 BREAKER NONE (1) 10 AWG THHN/THWN-2 3 3/4" EMT OR EQUIV. (2) 8 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EGC/GEC EXISTING 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 SOLAREDGE (1) 8 AWG THHN/THWN-2 EGC/GEC 200A TECHNOLOGIES: SE MAIN (N) LOCKABLE(N) SUN RUN 760OA-US (240V) FACILITY PANEL (N) DEDICATED BLADE TYPE PV KWH METER AC DISCONNECT CENTRON 4G METER 7600 WATT INVERTER JUNCTION BOX PV MODULES LOADS OR EQUIVALENT 1 REC SOLAR: REC290TP2 BLK �— 4 O 4 oma—o 3 O 3 — •�� -2 e ! +�ff (31) MODULES OPTIMIZERS WIRED IN (1) SERIES OF (18) _ OPTIMIZERS AND (1) SERIES OF (13) OPTIMIZERS FAcwrr 40A PV _ GROUND 240V METER SOCKET SQUARED 250V METER SOCKET LOAD RATED DC SOLAREDGE POWER OPTIMIZER BREAKER AT 200A CONTINUOUS DU222RB 125A CONTINUOUS & DISCONNECT WITH RAPID OPPOSITE END WITH LEVER BYPASS 3R, 60A,2P 240V METER SHUTDOWN & AFCI P300 OF BUSBAR [MAX 10' FROM 120/240VAC 200A, FORM 2S ARRAY _ GROUND UTILITY METER] [MAX 10' FROM UTILITY METER] [READILY ACCESSIBLE MEANS FOR RAPID SHUT DOWN] CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 0 NONE NONE NONE (1) 6 AWG BARE COPPER 1 NONE (4) 10 AWG PV WIRE NONE (1) 6 AWG BARE COPPER 2 3/4" EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 3 3/4" EMT OR EQUIV. (2) 8 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EGC/GEC 4 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EGC/GEC MODULE CHARACTERISTICS REC SOLAR: REC290TP2 BLK: 290 W OPEN CIRCUIT VOLTAGE: 38.8 V MAX POWER VOLTAGE: 32.1 V SHORT CIRCUIT CURRENT: 9.58 A P300 OPTIMIZER CHARACTERISTICS: MIN INPUT VOLTAGE: 8 VDC MAX INPUT VOLTAGE: 48 VDC MAX INPUT ISC: 10 ADC MAX OUTPUT CURRENT: 15 ADC SYSTEM CHARACTERISTICS - INVERTER 1 SYSTEM SIZE: 8990 W SYSTEM OPEN CIRCUIT VOLTAGE: 18 V SYSTEM OPERATING VOLTAGE: 350 V MAX ALLOWABLE DC VOLTAGE: 500 V SYSTEM OPERATING CURRENT: 25.7 A SYSTEM SHORT CIRCUIT CURRENT: 30A NOTES TO INSTALLER: 1. 18 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. 2. ADD 40 AMP PV BREAKER TO MAIN PANEL. City of Wheat Ridge WARNING ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: INVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL (IF APPLICABLE). PER CODE(S): CEC 2016: 690.17(E), NEC 2014: 690.17(E). NEC 2011: 690.17(4) IWARNING ELECTRICAL SHOCK HAZARD IF GROUND FAULT IS INDICATED ALL NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED LABEL LOCATION: INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, AT EACH TURN, ABOVE AND BELOW PENETRATIONS, ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE(S): CEC 2016:690.31(G)(3), 690.31(G)(4), NEC 2014: 690.31(G)(3), 690.31(G)(4), NEC 2011: 690.31(E)(3), 690.31(E)(4), IFC 2012: 605.11.1.4 1IV1aEKeTNr1rel I UTILITY SERVICE ENTRANCE/METER, OR AS REQUIRED BY LOCAL AHJ. PER CODE(S): CEC 2016: 690.12, NEC 690.56, NEC 2014:690,12, NEC 690.56, IFC 2012: 605.11.1 J LABEL LOCATION: LABEL LOCATION: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INVERTER(S), ENPHASE ENVOY ENCLOSURE (IF INTERCONNECTION. APPLICABLE). PER CODE(S): CEC 2016: 690.54, NEC 2014: 690.54, NEC PER CODE(S): CEC 2016:690.5(C), NEC 2014: 690.5(C). 2011: 690.54 NEC 2011: 690.5(C) &WARNING ELECTRICAL SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED LABEL LOCATION: INVERTER(S), DC DISCONNECTS. PER CODE(S): CEC 2016: 690.35(F), NEC 2014: 690.35(F), NEC 2011: 690.35(F) &WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL LOCATION: ADJACENT TO PV BREAKER (IF APPLICABLE). PER CODE(S): CEC 2016: 705.12(D)(2)(3)(b), NEC 2014: 705.12(D)(2)(3)(b), NEC 2011: 705.12(D)(7) &WARNING DUAL POWER SUPPLY SOURCES: UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM LABEL LOCATION: UTILITY SERVICE METER AND MAIN SERVICE PANEL. PER CODE(S): CEC 2016: 705.12(D)(3), NEC 2014: 705.12(D)(3), NEC 2011: 705.12(D)(4) &WARNING- PHOTOVOLTAIC SYSTEM COMBINER PANEL DO NOT ADD LOADS LABEL LOCATION: PHOTOVOLTAIC AC COMBINER (IF APPLICABLE). PER CODE(S): CEC 2016: 705.12(D)(2)(3)(c), NEC 2014: 705.12(D)(2)(3)(c), NEC 2011: 705.12(D)(4) INVERTER 1 I ARFI I OCATIC N INVERTER(S), DC DISCONNECT(S). PER CODE(S): CEC 2016: 690.53, NEC 2014: 690.53, NEC 2011: 690.53 NOTES AND SPECIFICATIONS: • SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE CEC 2016 AND NEC 2014 ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ. • SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS, COLORS AND SYMBOLS. • LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN, UNLESS PORTIONS OF LABELS OR MARKINGS ARE VARIABLE, OR THAT COULD BE SUBJECT TO CHANGES, SHALL BE PERMITTED TO BE HAND WRITTEN AND SHALL BE LEGIBLE. • LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. • SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. • DO NOT COVER EXISTING MANUFACTURER LABELS. CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN ��I�o „� SOLAR PANELS ON ROOF �, imtm i i no \— INVERTER LOCATION SUNRUN METER - RAPID SHUTDOWN C'`I0 SERVICE ENTRANCE AND P\/lbeat Rid(3e BREAKER DISCONNECT v�7 �no,;s 4645 QUAY ST, WHEAT RIDGE, CO 80033 SNAPNRACK C❑MPOSITI❑N L FOOT SNAPNRACK STANDARD RAIL SNAPNRACK C❑MPOSI ROOF FLAS a' S.S. LAG SCREW ' 2,5' MINIMUM EMBEI SNAPNRACK L FOOT BASE SEAL PENETRA UNDER BE APPROPRIATE ROOF RAFTER TYP, FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES WITH LOW TO MODERATE TILT RAILS CAN BE LEVELED UP TO 3' USING UP TO TWO LEVELING SPACERS AS SHOWN IN 'SERIES 100 RAIL LEVELING' S,S, BOLT AND WASHER i, FLANGE NUT REVISION: NOTES: - 5/16' LAG BOLTS MUST EMBED 2.5' INT❑ ROOF STRUCTURAL MEMBERS/RAFTERS - TORQUE ALL 5/16' HARDWARE TO THE FOLLOWING: - SILVER S.S. 10-16 FT -LBS - BLACK S S, 7-9 FT -LBS - RAILS CAN MOUNT TO EITHER SIDE OF L FOOT (UPSL❑PE VS DOWNSLOPE) STEP 31 PLACE L FOOT ON TOP OF FLASHING AND TIGHTEN NUT STEP 21 SLIP f t AC l ITAIr ❑VER ASE .Pi: BOLT L FOOT ;E TO ROOF WITH I BOLT TYP. THIS INFORMATION IS CONFIDENTIAL AND REV PROPRIETARY. ANY REPRODUCTION, DESIGNER G. McPHEETERS SCALE DNS PART # p E N DETAIL 01 FLASHED L FOOT DISCLOSURE, OR USE THEREOF IS EXPRESSLY r ,r PROHIBITED WITHOUT THE WRITTEN PERMISSION DRAFTER G. McPHEETERS DATE 120111 PEN-DO1 OF MAINSTREAM ENERGY CORPORATION. CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: t✓ l e c f -y 114 [ / 120 L< Job Address: L16'1 5- 4),44 Permit Number: zof t 7� e Z O t C61 1126Ue, OovC?C/ ,y, ` (-ek sf h 0 i -e : 10%// A"� it r° c� d iP 4pc rt S -t-he vd��Pi S za,d /- �P _)t4ce G"H&f^ J ❑ No one available for inspection: Time /0 L3 PM Re -Inspection required: Yes No *When corrections have been made, calf four re -inspection at 303-234-5933 Date:. 7 Inspector: l CO - DO NOT REMOVE THIS NOTICE 1* � A 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: Eiz l — E l -Pc � r � CA i ou C-. , Job Address: 461V-5 (�)'4f►-Y Permit Number: 2ci 7e64 GG .tee' nC-�F j fo fl ice. ci4lF ❑ No one available for inspection: Time/AWPM Re -Inspection required:fecall No { When corrections have bee for re -inspection at 303-234-5933 Date: 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 R i Job Address: 4 L Ll';* Q v a y 7' Permit Number: a o 1:2 0 a (, D ❑ 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: ol Inspector: DO NOT REMOVEF71S NOTICE 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(a)d,wheatridge.co.us FOR OFFICE USE ONLY Date: 7 Plan/Permit # 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: Dpertv Owner Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: Phone•: Phone:/ 7 V— Contractors City License #: �hone� Contractor E-mail Address: Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ECHANICAL 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, proposeduses, 'square footage,` existing condition and proposed new condition, appliance size and efficiency, type and amount of materials toe'use d,`etc.) r j Sq. Ft.ILF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONT"" -coil) or UTHORIZED REP ESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last'name): DA�. / Building Division Valuation: $ CE�?Gs�st. 1878 Model *Consult the manual for all approved venting. STANDARDFEATURES Dedicated Clean View appliance ® Millivolt or IPf valve system allows operation during a power failure with Hi/Low heat and flame adjustment Pan burner with Realistic Farre Pattern Child Safety Screen OPTIONAL FEATURES Fan Kit Heat activated with variable speed control Picture Frame Surrounds ZCV39 Surrounds * Hearth Mount 4" Wide (Covers 40 51,18"W x 35" H) Picture Frame 4Wilde (Covers 40 5/8" W x 37" H) * Picture Frame 15/8" Wide (Covers 36 1/8" W x 32 112" H) ZCV42 Surrounds Hearth Mount 4" Wide (C overs 44 5/8" W x 38 1/8" H * Picture Frame 4° Wide (Covers 44 5/8" W x. 40 1/8" H) 275 Picture Frame 1 5/8" Wide (Covers 40 1/8" W x 35 5/8" H) Porcelain Reflective Liner Glass Tray Ember Glass (Bronze) Accent Lighting For use with the Glass T, sly Log Set LOGF3 Log Set — Five Pieces Brick Refractory Liner Traditional, Herringbone, Red Herringbone and Stacked Thermostat Wall Mount Millivolt Thermostat or Programmable Thermostat Remote Control Thermostat on/off, Thermostat on/off modulating, Thermostat on/off modulating and fan control. FRONT VIE ZCV39 ZCV42 39'/8" 42'/8" 24'19" 27'!." 29'A" 3319'" 33" 37'1x" 34'/2" 37`19" 37'14" 40'A" 3 2'/2" 29'A" 32'h" Top Flue Height Height Width Width Depth Depth Models Actual Framina Actual Framing Actual Framing ZCV39 373/x" 37'/9" 393/9" 39'12" 181/8" 18z?" ZCV42 40'/9" 41" 423/8" 421/2" 183/8" 18'/2" FIREPLACE OUTLET SUPPLY 4 745 W. 38711 AV2340 Logan Winnipeg, N DEQSIE , CO 80212 Phone: (202 303-477-5447 www.kingsi 303-935-1647 303-935-5001 FAX LI The unit illustrated is Model ZCV39NH Zero Clearance Direct Vent Gas Fireplace Natural Gas with ZCV39GT Glass Tray, ZSGC Glass Media P,inted ,n Canada 02/14 8080 - 112' Bronze - 5 tbs ±z3), ULK2 Universal Light Kit, ZCV39PL Porcelain Reflective Liner. and ZCV39S1PFBL Surround - Picture Frame 4" Wide. Cjo�GGES st.197s El The unit illustrated is a ZCV39NH Zero Clearance Direct Vent Gas fireplace Natural Gas, LOGF3 Log Set - Five Piece, ZCV39RLT Refractory Brick Liner - Traditional and ZCV39SlBL Surround - Hearth Mount. PERMIT N0: 070777 ISSUED: 07/27/2007 JOB ADDRESS: 4645 QIIAY ST EXPIRES: 01/23/2008 DESCRIPTION: Temporary Placement Permit CONTACTS owner 303/940-1057 Jennifer/James Coppa **.PARCBL INFO** . . . ZONE CODE: UA USE: UA SUBDIVISION: 0009 , BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: .00 FEES Permit Fee 35.00 TOTAL 35.00 Cortqnents: Permit valid 7/28/07 - 8/12/07. Must be placed on the property. Placement w/in City Right-of-Way requires a separate permit through Public Worka. I hereby certify that the eetback dietancea propoeed by this permit application are accurate, and do not violate applicable ordinancee, rulee or regulatione ofthe City of Wheat Rid9e or covenante, eaeemente or reetrictione of record; that all meaeurements shown, and allegationemade are accurate; that I have read antl agree to abide.ty all conditione printed on thie application anfl that I aeeume full keeponeibility for compliance with the Wheat Ridge euilding Code (I.B.C) and all other applicablf,Nt~at RSdqy70rdinancea,for work under thie pemiit. Plane eubject to field inepection. i ~ ontT~Etex/oJef ~ date . Signatur rof 1. Thie Bermit wae ieeued in accordance with the provieione eet forth in 7rour application and is eubject to the lawe of Che State of Colorado and to the ZoaingRegulations and Huilding Codes of Wheat Ridge, Cblorado or any otner applicable ordlnancee of the City. 2. This peimit.ehall expire 180 flaye from the iaeue date. Requeete for an exCeneion muet be received prior to expiration date. An extension may be qranted at the diecretion of the Building Official. 3. If thie pezmit expirea, anew permit may be acquirefl for a fee of one-half the amount nosrtally zequired, psrnided no changee have been or vill be made in the original plane and epecificatlona and any euepeneion or abanAonment hae not exceeded one (U year. If cHan9ee have been or if euepeneion or abandonment exceede one (1) year, fall fees ehall be paid for a new permit. n. No work of any mannas ahall be flone that will change ehe natural flow of water causing a drainage problem. 5. Contractor ahall notify the Huildilt,q Inepector twenty-four (24) houre in advance foz all inapectione and ehall receive written approva2 oninepection card Deforeproceeding with eucceeeive phaeee of the job. 6. The ieeuance oE a pe:mit orthe approval of drawinge and epeCificationa ehall not be conatrved to M a peTmit for, nor an approval of,y violation of'the provieione oE the building wdee or any other ordinance, law, rule or regulation. All plan ev w subject to field inepectione. Signature Ch bBuilding Official date INSPBC ON RBQIISST LINSe (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUSTBS MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. for Construction Dumpsters and Storage Containers Community Development Department City of Wheat Ridge 7500 W. 29' Avenue Wheat Ridge, CO 80033 (303) 235-2855 Date: 727-0-2 Phone: %U S~ Property Owner. ✓e&~ Address of Dumpster/Container: Iw JW33 Size of qroposed dumpster/container. ?4~a C-n:'YdS• Dumpster/Container Company: 100195 Dumpster/Container Company Address: Dumpster/Container Company Phone Number: Wili dumpster/container be located on private property? Will dumpster/container be located on street? (If yes, a separate right-of-way permit is required.) Yes Yes ❑ No ❑ No 0'~ * THIS PERMIT EXPIRES FIFTEEN (15) DAYS FROM DATE OF APPROVAL. * APPROVAL DATE: Permits are aparoved subiect to the followinq conditions: 1. Temporary dumpsters/containers may be allowed in all zone districts and must be located on private property. 2. If impractical to locate on private property, a right-of-way permit may be obtained from the Public Works Department pursuant to ARicle III of Chapter 21 of the W heat Ridge Code of Laws. Contact 303-235-2861. 3. Temporary dumpsters/containers shall not be located so as to create sight, traffic, or safety obstructions. 4. Dumpsters/containers shall not block sidewalks or impede pedestrian traffic. 5. The area surrounding the dumpster/container shall be kept clean and free of debris. 6. Permittee is required to keep this permit displayed so as to be visible from the street. 7. Permittee assumes all liability and holds the City harmless against all claims, damages, suites, penalties, f nes and liability for injury or death to persons or loss or damage to property related to the placement of a dumpster/container in the City right-of-way. 8. The repair of any damage to pavement, curb, gutter, landscaping resulting from the placement, use or removal of the dumpster/container shall be the responsibility of the applicant and shall be performed to the satisfaction of the City. Fee: 35.00 Signature of Applicant: Approved By: U I Planning Division Building Division Public Works