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HomeMy WebLinkAbout4675 Newland Streeti CITY(,Q,F WHEAT RIDGE_:a�.A Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:'7.SP Permit Number: (q!aA1'T(Z>S LlNo one available for inspection: Time — CAM/PM Re -Inspection required: Yes C&D When corrections have been made, call f r re -inspection at 303-234-5933 Date Inspect r �-�— DO NOT REM VE THIS NOTICE i CITY F WHEAT RIDGE _ Building -inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE go-,-5Inspection Type:' Job Address: Permit Number:, ❑ No one available for inspection: Time, AM/PM Re -Inspection require Ye No 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:--�� Job Address:�1 Permit Number: ❑ No one available for inspection: Time �. AM/PM Re -Inspection requirek-_)W No When corrections have been made, f or re -ins iection a p .033 Dat� Inspecto W DO NOT REM Ot/E THIS NOTICE City of Wheat Ridge E -Res. Electrical Service PERMIT - 201901708 PERMIT NO: 201901708 ISSUED: 08/19/2019 JOB ADDRESS: 4675 Newland St EXPIRES: 08/18/2020 JOB DESCRIPTION: Electrical upgrade, 100 AMPS. *** CONTACTS *** OWNER (845)665-3825 GRUNDMAN CEPHORA SUB (303)877-7168 DEREK HOSKINS 190215 DOLITTLE ELECTRIC, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,250.00 FEES Total Valuation 0.00 Use Tax 26.25 Permit Fee 53.70 ** TOTAL ** 79.95 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby at that the work t0 be performed shall comply with all accompanying approved plans and specifications applica le 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 maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services 6. The ' s ance or grant`ng of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any ap is le code or arlyjorainance or regulation of this jurisdiction. Approval of work is subject to field inspection. Ak&,01 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ##OCity of e 08/19/2019 CDBB WheatORidg 08:02 Electrical upgrade, PSP 4670 Newland St .95 APPL/PERMIT9NO: 201901708 PiMIENT RELE iV'ED PFS / 7624 AMOUNT RUTH CODE: 629379. 3179 TOTAL 79.95 r - q L .-i Dina Kern From: no-reply@ci.wheatridge.co.us Sent: Sunday, August 18, 2019 5:14 PM To: CommDev Permits Subject: Online Form Submittal: Residential Electrical Service Change/Upgrade Permit Application Residential Electrical Service Change/Upgrade Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM 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 electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Attach Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS** 4675 Newland St Wheat Ridge CO Unit C Cephora Grundman 845-665-3825 Wheat Ridge Permit App form.pdf CONTRACTOR INFORMATION Contractor Business Dolittle Electric Name Contractor's License 190215 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-877-7168 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address derekleehoskins@gmail.com Retype Contractor Email Address DESCRIPTION OF WORK Is this an electrical service upgrade or change? Number of Amps Location of upgrade/change (garage, house, etc) derekleehoskins@gmail.com Upgrade 100 SW corner of house Provide additional details, n/a if needed. Project Value (contract 10 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 been Yes authorized by the legal 2 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 Derek Hoskins Permit Email not displaying correctly? View it in your browser. Yy T�tn 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:JobAddress: Permit Number: ❑ No one available for inspection: TiM/SRM Re -Inspection required: Ye N When corrections have been madeQ c� for re -inspection at 303-234-5933 Dat `� Inspe. 4''� A DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar Reinstall PERMIT - 201801327 PERMIT NO: 201801327 ISSUED: 05/08/2018 JOB ADDRESS: 4675 Newland St EXPIRES: 07/11/2019 JOB DESCRIPTION: Remove and reinstall 8.925 KW grid tied roof mounted solar PV system *** CONTACTS *** OWNER (303)906-2012 POLLOCK DOUGLAS G SUB (888)765-2489 Jared A Miller 110035 Tesla Energy - *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,500.00 FEES Total Valuation 0.00 Res. Solar Reinstall 150.00 ** TOTAL ** 150.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include alI entities named within this document as partes 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 originalpermit fee. 3_ If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 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 oranj ordinance egulation of this jurisdiction. Approval of work is subject to field inspection. °,�V' Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ter`, City of W heatRidge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may 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. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits(a-ki.wheatridge.co.us e� or fax to 303-237-8929. Party requesting permit extension: Permit # ProperAddress: Peo I �t1? Phone # 7,R(7 $65Z , a3T 7 Email Address: � 05ltkaGb{rlkts_ -754 . Ccs Reason for extension request: L" 6f cook, Number of days requested: 3c) L a Printed Name: 55�%v-a ALL- Signature: Date: l( For office use only This request has been: Approved by: ❑ Denied www.ci.wheatridge.coms Extended until: —2 Date: G % I Im Scott Cutler From: Scott Cutler Sent: Thursday, February 21, 2019 9:24 AM To: jennifer@realatlas.com' Subject: 4675 Newland Street & 3292 Marshall Street HiJennifer — Here is the information you requested about the two properties: 3292 Marshall Street The building was constructed in 1963 which is prior to the City's incorporation. The original lot size was 13,100 square feet which would allow a duplex in the R-2 zoning; the lot size has since shrunk due to right-of-way dedication so the duplex appears to be legally non -conforming. We do not have much permitting information on this property besides re- roofing permits going back to 2009. There are two recognized addresses on this property, one for each of the units: 3292 and 3294 Marshall Street. This property could continue to remain as a duplex unless it was voluntarily demolished and then only a single-family home could be constructed. I am not sure why Jefferson County is showing it as a single-family home with only one unit, but we would recognize it as a duplex. 4675 Newland Street The carriage house, built in 1949 as a single-family home, is permitted to remain; the City has recognized it as a residential unit going back as far as our permitting records show. The front building, being listed as an up -down duplex, is more complicated. The Zillow listing appears to show two full kitchens in the building and it has addressing as 4675 Newland Street A & B (which is not a City -standard addressing scheme). I have concerns about the legitimacy of the basement unit. It does not seem like the windows in the basement are code -compliant, allowing for egress in an emergency (a building inspector could confirm this). We have no permitting records on the basement unit and nothing to indicate the house was recognized as a duplex by the City, at any point in time. It is difficult to tell when/if the basement was converted into a separate apartment and if any permits were obtained. It is possible that this was done prior to the City's incorporation in 1969 since the building was constructed in 1958, but I can't tell. I would be worried about the basement unit from a safety perspective since we don't have any records on it and because it was never formally recognized as a duplex by the City. Let me know if you have any questions. Best, Scott Cutler Planner II Community Development Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2849 www.ci.wheatridge.co.us 1969 - 2019. i_ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:? Permit Number: 0 1ZO(i rk�:>110/1 __ ❑ No one available for inspection: Timed PM Re -inspection required: Yes! _I.o--"� When correctio shave been made, call for re -inspection at 303-234-5933 Date: j / Inspector:.}—�� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �10fiBUg lnspectioeitivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 0 G 171, J Job Address: 1-14, `7,5- ly e w n „ d S4 - Permit Number: -79 c) a 0 ) 0 LI 3 rrl - U ❑ No one available for inspection: Time AM4 Re -Inspection required: Yes to When corrections have been made, call for re -inspection at 303-234-5933 Date: /// - Inspector: ::j::L DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar Reinstall PERMIT - 201801327 PERMIT NO: 201801327 ISSUED: 05/08/2018 JOB ADDRESS: 4675 Newland ST EXPIRES: 05/08/2019 JOB DESCRIPTION: Remove and reinstall 8.925 KW grid tied roof mounted solar PV system *** CONTACTS *** OWNER (303)906-2012 POLLOCK DOUGLAS G SUB (888)765-2489 Jared A Miller 110035 Tesla Energy *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,500.00 FEES Total Valuation 0.00 Res. Solar Reinstall 150.00 ** TOTAL ** 150.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompany in 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 thisermit. I further attest, that I am le filly -authorized to include all entities named within this document as parties to the work to be per - d and. that all work to be " ed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of WNE ` or CONTI,iA TOR (Circle one) Date I. This permit was issued ba'se8 on-the-infort5iafion provided in thepermit application and accompanying pFlans 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 recerved 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 originalppermit fee. 3. If this permit expires, a new permit may be required to be obtained. Cssuance 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not oceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issue or granting a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applica.�le code or any regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of WheatR _ge COMMUNITY DEVELOPMENT Building B Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: Plan/Permit # l 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: 4675 Newland St, Wheat Ridge, CO 80033 Property Owner (please print): Douglas G Pollock Phone: (303) 906-2012 Property Owner Email: pollockproperties@comcast.net Mailing Address: (if different than property address) Address: Same as above City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@solarcity.com Sub Contractors: Electrical: Plumbing: W.R. City License # W.R. City License # Other City Licensed Sub: City License # Phone: 253-720-4461 Mechanical: W.R. City License # Other City Licensed Sub: 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 ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT BELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT X OTHER (Describe) Solar PV (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.) um o'a 6 A N CLC -1 N S J�,Lu 5Y5YCn Sq. FULF Amps Btu's Squares . i "ZS k -i,1 (-)V,) o crIG t) 4ov- M 6,)N t ) Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 11,510 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 1 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)Z PRINT NAME: Jeremy Burks ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Digitally signed by Jeremy Burks Jeremy Burks Date, 2019, 05.07073528 SIGNATURE: 06,00, DATE: 5/7/2018 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: $ SolarCity. 3055 Clearview Way, San Mateo, CA 94402 (888) -SOL -CITY (765-2489) 1 www.solarcity-com November 3, 2014 Project/Job # 8006221 RE: Project: To Whom It May Concern, COVER LETTER Pollock Residence 4675 Newland St Wheat Ridge, CO 80033 Version #39.5 49169 ONAL Cs Digitally signed by Kyle Jackson Date: 2014.11.03 11:33:47 -07'00' A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = IRC 2006 / IBC 2009, ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 100 mph, Exposure Category C - Ground/Roof Snow Load = 30 psf (Unreduced) - MPI: Roof DL = 7.5 psf, Roof LL/SL = 30 psf - MP2: Roof DL = 7.5 psf, Roof LL/SL = 30 psf Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.4g and Seismic Design Category (SDC) = B < D On the above referenced project, the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure requires structural upgrades as detailed in the plan set to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. I certify that the structural roof framing including the specified upgrades and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the IRC 2006 / IBC 2009. Please contact me with any questions or concerns regarding this project. Sincerely, Kyle Jackson, P.E. Professional Engineer Main: 888.765.2489, x1520 email: kjackson@solarcity.com 3055 Clearview Way San Mateo. CA 94402 T (650) 638-1028 (888) SOL -CITY r (650) 638-1029 salarcity.com SolarCity SleekMountTM PV System Structural Design Software PROJECT INFORMATION & TABLE OF CONTENTS 11.03.2014 Version #39.5 Project Name: Pollock Residence AHJ: Wheat Ridge Job Number: 8006221 Building Code: IRC 2006 / IBC 2009 Customer Name: Pollock, Douglas G Based On: IRC 2006 / IBC 2009 Address: 4675 Newland St ASCE Code: ASCE 7-05 City/State: Wheat Ridge, CO Risk Category: H Zip Code 80033 Upgrades Req'd? Yes Latitude / Longitude: 39.781513 -105.070056 Stamp Req'd? Yes SC Office: Denver PV Designer: Tom Radochonski Cakulations: Kyle Jackson P.E. EOR: Kyle Jackson P.E. Cover Letter 1 Project Information, Table Of Contents, & Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.4g and Seismic Design Category (SDC) = B < D 4675 Newland St, Wheat Ridge, CO 80033 Latitude: 39.781513, Longitude: -105.070056, Exposure Category: C LOAD ITEMIZATION - MP1 PV S stem Load PV Module Weight (psf) Hardware Assembly Weight s 2.5 psf 0.5 psf PV System Weight 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description Lo MPl Table 4-1 Roofing Type At Comp Roof ( 1 Layers) 2.5 psf Re -Roof to 1 Layer of Comp? I No W Underlayment Rl Roofing Paper 0.5 psf Plywood Sheathing RZ No Section 4.9 Board Sheathing Lr Solid -Sheathing 2.3 psf Rafter Size and Spacing Lr 2 x 6 @ 24 in. O.C. 1.1 psf Vaulted Ceiling Table 7-3 No Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 7.5 psf (MP1) 7.5 Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope I 5/12 W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ 0.975 Section 4.9 Reduced Roof Live Load Lr 4 = L. (RI) (Rz) Equation 4-2 Reduced Roof Live Load Lr 19.5 Psf MPl 19.5 Dsf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? No Effective Roof Slope 200 I Horiz. Distance from Eve to Ridge W 16.3 ft 30.0 psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially EOxposed Table 7-2 Snow Thermal Factor Ct All structures except l as indicated otherwise Table 7-3 Minimum Flat Roof Snow Load (w/ Rain -on -Snow Surcharge) Pf-min 30.0 psf 7.3.4 & 7.10 Flat Roof Snow Load Pf pf = 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 30.0 psf 1000/0 ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Cs -roof All Other Surfaces Figure 7 2 Roof NA Design Roof Snow Load Over P: -roof = (CS,.&) Pf ASCE Eq: 7.4-1 SurroundingRoof PS's 100% 30.0 psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS _PV1 Unobstructed Slippery Surfaces Figure 7-2 NA Design Snow Load Over PV PS -P" = (CS -a") Pf ASCE Eq: 7.4-1 Modules PS"" 100% 30.0 psf LOAD ITEMIZATION - MP2 PV System Load PV Module Weight (psf) Hardware Assembly Weight 2.5 psf 0.5 psf PSP System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description Lb MP2 Table 4-1 Roofing Type At Comp Roof ( 1 Layers) 2.5 psf Re -Roof to 1 Layer of Comp? I No W Underlayment Rl Roofing Paper 0.5 psf Plywood Sheathing Rz No Section 4.9 Board Sheathing Lr Solid -Sheathing 2.3 psf Rafter Size and Spacing Lr 2 x 6 @ 24 in. O.C. 1.1 psf Vaulted Ceiling No pt -min Miscellaneous 7.3.4 & 7.10 Miscellaneous Items 1.1 psf Total Roof Dead Load 7.5 psf MP2 7.5 psf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load Lb 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope I 5/12 W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction Rz 0.975 Section 4.9 Reduced Roof Live Load Lr 4 = L. (Ri) (R2) I Equation 4-2 Reduced Roof Live Load Lr 19.5 psf MP2 19.5 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? PS °" No ASCE Eq: 7.41 100% Effective Roof Slope 200 I Horiz. Distance from Eve to Ridge W 16.3 ft 30.0 psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed 1.0 Table 7-2 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load (w/ pt -min 30.0 psf 7.3.4 & 7.10 Rain -on -Snow Surcharge) pf = 0.7 (Ce) (Ct) (1) pg; pf >_ pf-min Eq: 7 -1 . Flat Roof Snow Load pf 30.0 psf 1000/0 ASCE Design Sloped Roof Snow Load Over Surroundin Roof Surface Condition of Surrounding CS -roof All OtherAuSurfaces Figure 7-2 Roof PS °" P5 -PV = (4-Pv) Pf ASCE Eq: 7.41 100% Design Roof Snow Load Over PS -roof = (C5 -.f) Pf ASCE Eq: 7.41 SurroundingRoof P5 `�f 100% 30.0 psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C, _PV Unobstructed Slippery Surfaces NA Figure 7-2 Design Snow Load Over PV Modules PS °" P5 -PV = (4-Pv) Pf ASCE Eq: 7.41 100% 30.0 psf WoodWorkso COMPANY PROJECT I Nov. 3, 2014 11:17 MP1&2.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 7.50 (24.0)* psf SL Snow Full Area Yes 30.00 (24.0)* psf PVDL Dead Full Area No 3.00 (24.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 16-2.6„ 0' 1'-4" 15' Unfactored: Dead 184 152 Snow 493 410 Factored: Total 678 562 Bearing: F'theta 466 466 Capacity Joist 1226 701 Supports 1058 1058 Anal/Des Joist 0.55 0.80 Support 0.64 0.53 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.12 1.12 Fcp sup 625 625 *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports MP1 &2 Lumber -soft, S -P -F, No.1/No.2, 3"x5-1/2" Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24" c/c; Total length: 16-2.6"; Pitch: 4.5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: this CUSTOM SIZE is not in the database. Refer to online help. 1-11 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1 &2.wwb WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 45 Fv' = 155 fv/Fv' = 0.29 Bending(+) fb = 1503 Fb' = 1504 fb/Fb' = 1.00 Bending(-) fb = 58 Fb' = 1504 fb/Fb' = 0.04 Deflection: Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - Interior Live 0.91 = L/192 0.97 = L/180 0.93 Total 1.41 = L/123 1.46 = L/120 D+S, V = 532, 0.97 Cantil. Live -0.28 = L/60 0.19 = L/90 D+S (pattern: 1.48 Total -0.44 = L/39 0.28 = L/60 D+S, M = 1.53 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 532, V design = 498 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 1901 lbs -ft Bending(-): LC #2 = D+S, M = 73 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 58e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material KZ Comp Roof Table 6-3 PV System Type KA SolarCity SleekMountTM Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Comp Mount Type C Section 6.5.6.3 Roof Slope qh 200 Fig. 6-11B/C/D-14A/B Rafter Spacing h 24" O.C. Section 6.2 Framin Type Direction Y -Y Rafters T -allow Purlin Spacing X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design Method KA Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category I C Section 6.5.6.3 Roof Style qh Gable Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 15 It Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 3 psf 18.5 psf T -actual Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient (Down) 0.45 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure Up P(UP) -16.2 psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -280 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 56.0% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -312 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 62.3% CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material KZ Comp Roof Table 6-3 PV System Type Krt SolarCity SleekMountTM Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Comp Mount Tvpe C Section 6.5.6.3 Roof Slope qh 200 Fig. 6-11B/C/D-14A/B Rafter Spacing h 24" O.C. Section 6.2 Framin Type Direction Y -Y Rafters T -allow Purlin Spacing X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design Method Krt Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category I C Section 6.5.6.3 Roof Style qh Gable Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 1 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Krt) (Kd) (V112) (I) Equation 6-15 3 psf 18.5 psf T -actual Wind Precaure Ext. Pressure Coefficient U GC -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure Up P(up) -16.2 psf Wind Pressure Down 10.0 PSf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -280 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 56.0% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -312 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 62.3% I ABBREVIATIONS I ELECTRICAL NOTES I JURISDICTION NOTES A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONIC CONCRETE DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING FSB FIRE SET -BACK GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM (N) NEW NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER PL PROPERTY LINE POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCH SCHEDULE S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTTGHT 1. THIS SYSTEM IS GRID-INTERTIED VIA A UL -LISTED POWER -CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. A NATIONALLY -RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 5. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 6. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B). 7. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 9. MODULE FRAMES SHALL BE GROUNDED AT THE UL -LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS. LICENSE GENERAL NOTES TYPE EC # 8041 1. ALL WORK SHALL COMPLY WITH THE 2009 IBC AND 2006 IRC. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR I AHJ: Wheat Ridge UTILITY: XCEL Energy JB -8006221 00 PREMISE CONFIDENTIAL —THE INFORMATION HEREIN Toe NUMBER: POLLOCK, DOUGLAS G CONTAINED SHALL NOT BE USED FOR THE NO SHBENEFITOF ANYONE ALL IT BE DISCLOSED INITY WHOLEORCIN MOUNTING SYSTEM: 4675 NEWLAND ST PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH NODULES WHEAT RIDGE, CO 80033 THE SALE AND USE OF THE RESPECTIVE (35) TRINA SOLAR # TSM-255PDO5.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION OF SOLARCITY INC. SOLAREDGE # SE380OA—US 3039062012 VICINITY MAP X POLLOCK RESIDENCE 8.925 KW PV ARRAY PAGE NAME.- COVER AMECOVER SHEET INDEX IREV BY DATE COMMENTS REJABI ACH 2/27/2015 MODULE CHANGE : . s ESIGN: Tom Radochonski_Sola City. 3055 Clearview Way SHEET: REV: DATE San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 PV 1 b 2/27/2015 (888) -SCI -CITY (765-2489) www.sdarcity.com PV1 COVER SHEET PV2 SITE PLAN -y-- ` PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS i PV5 THREE LINE DIAGRAM Cutsheets Attached IREV BY DATE COMMENTS REJABI ACH 2/27/2015 MODULE CHANGE : . s ESIGN: Tom Radochonski_Sola City. 3055 Clearview Way SHEET: REV: DATE San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 PV 1 b 2/27/2015 (888) -SCI -CITY (765-2489) www.sdarcity.com T PV BACKFEEDIN METER CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: JB -8006221 0 0 CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Camp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE MODULES: (35) TRINA SOLAR # TSM-255PD05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION OF SOLARCITY INC. SOLAREDGE # SE380OA-US POLLOCK, DOUGLAS G 4675 NEWLAND ST WHEAT RIDGE, CO 80033 3039062012 IETER ON SITE ED Front Of House DESCRIPTION: POLLOCK RESIDENCE 8.925 KW PV ARRAY PAGE NAME: SITE PLAN PITCH: 20 ARRAY PITCH: 20 MP1 AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 20 ARRAY PITCH: 20 MP2 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 20 ARRAY PITCH: 20 MP3 AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 20 ARRAY PITCH: 20 MP4 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shingle STORY: 1 Story I FCFNn O (E) UTILITY METER & WARNING LABEL m� INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS O DISTRIBUTION PANEL & LABELS FG -)]LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR -- GATE/FENCE HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L 'J SITE PLAN N Scale: 1/8" = 1' W E 0 1' 8' 16' S ESIGN: Tom Rodochonski solarG 1 3055 Clear ew Way SHEET: REV: DATE San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 PV 2 b 2/27/2015 (888) -SOL -CITY (765-2489) w .soorcity.aom (N) SIMPSON A34 CLIP W/ (8) 8d 1-1/2" NAILS (0.131") PER CLIP (N) 2x6 SPF #1/#2 LAPPED SISTER SEE TOP VIEW S PV MODULE 5/16" BOLT WITH LOCK & FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP COMP MOUNT C ZEP FLASHING C (E) COMP. SHINGLE (E) ROOF DECKING 5/16" DIA STAINLESS STEEL LAG BOLT WITH SEALING WASHER (2-1/2" EMBED, MIN) (E) RAFTER -419'- 3" '' 4'-6"— (E) LBW SIDE VIEW OF MPI NTS (A�� MP1 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 20" RAFTER C.J. 2x6 @ 24" OC 2X6 @16" OC ROOF AZI 90 PITCH 20 STORIES: 1 ARRAY AZI 90 PITCH 20 Comp Shingle CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -8006221 0 0 MOUNTING SYSTEM: Comb Mount Tvoe C TRINA SOLAR # TSM-255PDO5.18 INVERTER: SOLAREDGE # SE380OA-US INSTALLATION ORDER X -SPACING X -CANTILEVER (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. 72" 24" STAGGERED 6--S—EAL PILOT HOLE WITH POLYURETHANE SEALANT. 2x6 @ 24" OC 2x6 @16" OC ROOF AZI 270 PITCH 20 STORIES: 1 ARRAY AZI 270 PITCH 20 Comp Shingle (3) INSERT FLASHING. (4) PLACE MOUNT. (5) INSTALL LAG BOLT WITH SEALING WASHER. (6) INSTALL LEVELING FOOT WITH BOLT & WASHERS. POLLOCK, DOUGLAS G 4675 NEWLAND ST WHEAT RIDGE, CO 80033 3039062012 (N) SIMPSON A34 CLIP W/ (8) 8d 1-1/2" NAILS (0.131") PER CLIP (N) 2x6 SPF #1/#2 LAPPED SISTER SEE TOP VIEW S -3 '-3 -4 -2" (E) LBW M 6 SIDE VIEW OF MP2 NTS MP2 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 20" RAFTER C.J. 2x6 @ 24" OC 2x6 @16" OC ROOF AZI 270 PITCH 20 STORIES: 1 ARRAY AZI 270 PITCH 20 Comp Shingle RIDGE BOARD (E) WALL BELOW SDW 22300 WOOD SCREWS (E) RAFTER SDW 22458 WOOD (N) END GROUP SCREWS AT 6" R � D.C. v DIRECTLYBEAR OR DOES NOT NEED A34 CUP CENTEREDON CEILING JOIST IF PRESENT TO BE ON THE MEMBER TOP VIEW OF LAPPED SISTER LAP -SECTION LJ G N.T.S. SIMPSON SDW 22458 WOOD END OF LAPPED SCREWS AS SHOWN SECTION (BEYOND) 6" MIN. END 6' MIN. END DISTANCE 6. 9. 3 9. 6" DISTANCE IN. I 3" 4 4- . - 3" o = 4'-0" MIN. (N) 2.6 SIDE MEMBER (E) 2x6 RAFTER 2x6 LAPPED SISTER SIDE VIEW CL POLLOCK RESIDENCE 8.925 KW PV ARRAY PAGE NAME.- STRUCTURAL AIff:STRUCTURAL VIEWS Tom Radochonski SHEET: REV: DATE- PV ATEPV 3 b 2/27/2015 N.T.S. ; SolarCity �' 'v� 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) •ww.solarcity.com CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -8006221 MOUNTING SYSTEM: Comp Mount Tvpe C 00 PREMISE OWNER: POLLOCK, DOUGLAS G 4675 NEWLAND ST WHEAT RIDGE, CO 80033 (35) TRINA SOLAR # TSM-255PD05.18 INVERTER: SOLAREDGE # SE380OA-US 3039062012 UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. POLLOCK RESIDENCE 8.925 KW PV ARRAY PAGE NAME:- UPLIFT AME:UPLIFT CALCULATIONS Tom Radochonski SHEET: REV: DATE PV 4 b 2/27/2015 ,solarCity. 3055 Clem%ier Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) w .sdarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND ODS AT PANEL WITH IRREVERSIBLE CRIMP Panel Number: Meter Number: 87766327 Inv 1: DC Ungrounded Inv 2: DC Ungrounded INV 1 - (1 )SOLAREDGE SE380OA-US ��p�EL: B Inverter; 38OW, 240V, 97.5. - (35) TRINA SOLAR # TSM-255PDO5.18 PV Module; 255W, 232.2W PTC, 40MM, Black Frame, MC4, ZEP, 1000V TYPE EC # 8041 INV 2 Underground Service Entrance -(1 )SOLAREDGEY SE380OA-US �qgEL: A Inverter; 381OW, 24OV, 97.5% Voc: 38.1 Vpmax: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E) 100A MAIN SERVICE PANEL Multiple Main Breakers (6 or fewer) Inverter 1 MILBANK BRYANT CUTLER -HAMMER (N) 125A Load Center Meter Socket Disconnect 7 5 SOLAREDGE SE380OA-US (E) LOADS g C D 20A/2P zaov SolarCity L1 • F /'� L2 " a 4OA/2P GND EGCI DC+ s Ar BZGNC__ _ _ _ _ _ _ _ _ _ _ - - - - - 1 o r GEC - - - TDc- +DC� MP 1: 1x17 EGC--------------------------- - - - ' - - - - - - - - - - - - - - - - - - - - - - - l I J I N I Inverter 2 I I EGC/GEC J I I 6 SOLAREDGE I o - - - _ z SE380OA-US I 20A/2P I GEC -_- --r-� I � 4N�j zaov I I TO 120/240V I I ❑ SINGLE PHASE I I UTILITY SERVICE I I L _ - - - - - - EGCI - GEC Dc' - - T N DG 4 2 DC DC -MID 1,2: 1X18 I GNJ EGC- !� ECC J I I I I I _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Voc* = MAX VOC AT MIN TEMP O1 (1 ) SIEMENS # Q240 PV BACKFEED BREAKER Breaker Breaker, 4OA/2P, 2 Spaces B (1) MILBANK # U4801 -XL -5T9^ Meter Socket; 200A, 16-350, Ringless (1) SolarCSR 4 STRING JUNCTION 80X 2x2 S GS, UNFUSED, GROUNDED - (2) Ground Rod; 5/8' x 8', Copper „ - (3 ) MILBANK Y K4977 -INT Load -Side Top Connector; 100A, #12 - 1/0 AWG PV 05)SOLAREDGE #P 300-2NA4AZS PowerBox Optimizer, (1)CUTLER-HAMMER / DG222URB C �Disconnect; 60A, 240Vac, Non -Fusible, NEMA 3R 30OW, H4, DC to DC, ZEP (1) AWG Solid Bare Copper nd 16, - (1)CUTLER-HAMMER # DG10ONB Ground/Neutral Kit; 60-100A, General Duty (DG) - (1) Ground Rod; 5/8" x 8', Copper (1)BRYANT # OR48LI25RP Load Center; 125A, 120/24OV, NEMA 3R ARRAY GROUND ELECTRODE: LOCATE (N) GROUND ROD PER NEC 690.47(D) TO GROUND THE ARRAY. CONNE A SEPARATE (N) GEC FROM THE ELECTRICALLY BONDED ARRAY FRAME TO THE GROUND ELECTRODE. t -J - (2) UTUE -H MME/RP� 2 R220Spac Brea(1) 16 (N) THE (N) GEC SHALL BE KEPT SEPARATE FROM ALL OTHER NON-CURRENT CARRYING METAL PARTS. AWG #8, THWN-2, Black (1) AWG #8, THWN-2, Red TV (1 ) AWG #10, THWN-2, Black O (1 )AWG #10, THWN-2, Red O (1) AWG 110, THWN-2, Black (1 )AWG 110, THWN-2, Red Voc* = 500 VDC Isc = 15 ADC (2) AWG 110, PV WIRE Black Voc* = 500 VDC Isc = 15 ADC Vmp = 350 VDC Imp= 12.22 ADC O (1 )AWG 110, Solid Bare Copper EGC Vmp = 350 VDC Imp= 12.22 ADC L=L (1) AWG 18, THWN-2, White NEUTRAL Vmp = 240 VAC Imp = 32 AAC LLL���LLL (1 ) AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp =16 AAC (1 ) AWG 110, THWN-2, Green EGC -(1 ) Conduit Kit; 3/4* EMT LJ -(I) AWG #8, THWN-2, Green EGC/GEC - (1 ) Conduit Kit; 3/4' EMT . _ . .. -(1 ) AWG #8, THWN-2, Green EGC/GEC -(1)Conduit Kit; 3/4' EMT (1 )AWG #10, THWN-2, Black ® (1 )AWG 110, THWN-2, Block (1 )AWG 110, THWN-2, Red Voc* = 500 VDC Isc = 15 ADC (2) AWG 110, PV WIRE, Black Voc* = 500 VDC Isc - 15 ADC Vmp 350 VDC Imp- 12.94 ADC O (1 )AWG 110, Solid Bare Copper EGC Vmp = 350 VDC Imp= 12.94 ADC 6 O (1 ) AWG #10, THWN-2, Red (1) AWG 110, THWN-2, Green -(1 ) Conduit Kit; 3/4" EMT (1 )AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp =16 AAC ,EGC - (1 ) AWG #8, THWN-2, Green EGC/GEC - (1)Conduit Kit; 3/4' EMT CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER:PREMISE J B-8 0 0 6 2 21 00 OWNER: DESCRIPTION: DESIGN: �kk�� CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., POLLOCK, DOUGLAS G POLLOCK RESIDENCE Tom Radochonski . } b •, i."' a��� `y MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 4675 NEWLAND ST 8.925 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS WHEAT RIDGE CO 80033 MODULES: 3055 pearv1ew Way ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (35) TRINA SOLAR # TSM-255PD05.18 SHEET. REV DATE. PV 5 b 2/27/2015 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION of soLARaTY INC. PAGE NAME. 3039062012 THREE LINE DIAGRAM T: (650) Son Maeo, CA 94402 F: (650) 638 1029 (888) -SOL -CITY (765-2489) w .solarcity.com INVERTER: SOLAREDGE SE380OA-US CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 4675 Newland St UTILITY SERVICE INVERTER AND DC DISCONNECT INVERTER AND DC DISCONNECT AC DISCONNECT UTILITY SERVICE SOLAR PHOTOVOLTAIC ARRAY(S) PHOTOVOLTAIC BACK—FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -8006221 00 MOUNTING SYSTEM: Comp Mount Type C TRINA SOLAR # TSM-255PDO5.18 INVERTER: SOLAREDGE # SE3800A-US JB -8006221-00 POLLOCK, DOUGLAS G 4675 NEWLAND ST WHEAT RIDGE, CO 80033 3039062012 DESCRIPTION: POLLOCK RESIDENCE 8.925 KW PV ARRAY PAGE NAME.- SITE AMESITE PLAN PLACARD Tom Rodochonski SHEET: REV: DATE: PV 6 b 2/27/2015 '� °;SolarCity 3055 Cleorview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.sdarcity.com I rD n N rD O rD nj [1 m fD rD aQ —I rD W 3 w = w --j O- O ; 3 O r -r [D fD r� 21� c ro M Mry+ rD -ti n C m rD 0.l �. — cn = M c rD ai Q rD � O � N Qq' r -r rD r�r < rt O rD �T1 J D CCD ,-1. n -0 O QJ 3 rD — � rD � � rD ro CL L M O O Ln N. //}�}� M/� �y 0- VV rD S zr rD Un O O I-+ n N• �-r O CD - Cl. O � — �-* O :z 0- N o • --I N N U'1 Ln a 0 O cn co � n � O rD o _0 N Ln 0- rD c rD N N rD S rD Ln N V1 rD Ln rt 3 Q e --F TQ � rD rD < M- =5 rD O Q cr � rD ro O n r -r � rD O UU rD Q O L 3 CA r* O rf rD lT rD TJ n C: a� n n C '-r O Ln rD ::o m rD 3 Ln c O' 3 r --f CL 0- (D CL PHOTOVOLTAIC SYSTEM Label Location: (C) Per Code: NEC 690.31.E.3 Label Location: (DC) (INV) Per Code: NEC 690.14.C.2 Label Location: (DC) (INV) Per Code: NEC 690.53 Label Location: (AC) Label Location: • • • (AC) (POI) DISCONNECT Per Code: NEC 690.14.C.2 Label Location: (AC) (POI) Per Code: NEC 690.54 Label Location PHOTOVOLTAIC SYSTEM CONNECTED Label Location: (POI) Per Code: NEC 690.64.B.4 Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (AC) (POI) (AC): AC Disconnect Per Code: (C): Conduit NEC 690.17(4) (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR iii ®55C®000 THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �= ■ S��'A ®2 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC oLmm O 30 - CO XCEL Label SetSoiarc r�o®ozo�o®oz❑ EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE I4 ®®® SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. solars e The only inverters specially designed for distributed OC architecture ■ Superior efficiency (97.5%) ■ Small, lightweight and easy to install on provided bracket ■ Built-in module -level monitoring ■ Communication to internet via Ethernet or Wireless ■ Outdoor and indoor installation ■ Integral AC/DC Switch architects of enerov- ,4. ` 9 A All our inverters are part of SolarEdge's innovative system designed to provide superior performance at a competitive price. The SolarEdge inverter combines a sophisticated, digital control technology and a one stage, ultra -efficient power conversion architecture to achieve superior performance TECHNICAL DATA - over 97% efficiency and best -in -class reliability. Our fixed - voltage technology ensures the inverter is always working at its optimal input voltage, regardless of the number of modules or environmental conditions. OUTPUT SE3000A-US I SE380OA4JS SE5000A-US I SE6000A-US I SE7000A-US Rated AC Power Output 3000 3800 5000 5200@208V 6000@240V 6000@277V 5200@208V 6000@240V 7000@277V W Max. AC Power Output 3000 3800 5000 5200@208V 6000@240V 6000@277V 5200@208V 6000@240V 7000@277V W AC Output Voltage Min. -Nom. -Max. 183 - 208. 229 / 211.240 - 264 183 - 208 - 229 / 211- 240-264 / 244.277 - 294 Vac AC Frequency Min. -Nom. -Max. 59.3 - 60 - 60.5 Hz Max. Continuous Output Current @208V 1 14.5 18.5 24 25 25 A Max. Continuous Output Current @240V 12.5 16 1 21 25 25 A Max. Continuous Output Current @277V - 18,5 22 25 A GFDI 1 A Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes INPUT Recommended Max. DC Power * (STC) 3750 4750 6250 7500 8750 W Transformer -less, Ungrounded Yes Max. Input Voltage 500 Vdc Nom. DC Input Voltage 325 @ 208V / 350 @ 240V / 400 @ 277V Vdc Max. Input Current 10 12.5 16 18 18.5 Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 600kQ Sensitivity Maximum Inverter Efficiency 97.8 97.7 98.3 98.3 98.3 % CEC Weighted Efficiency 97.5 97 @ 208V / 97.5@ 240V 97.5@ 208V, 240V / 98 @ 277V 97 @ 208V / 97.5@ 240V / 98 @ 277V % Nighttime Power Consumption ADDITIONAL -2.5 W Supported Communication Interface -s-7 STANDARD COMPLIANCE Safety RS485, RS232, Ethernet, Zigbee (optional) UL1741, IEC -62103 (EN50178), IEC -62109 Grid Connection Standards Utility4nteractive, VDE 0126-1-1, AS -4777, RD -1663 , DK 5940, IEEE1547 Emissions FCC partl5 class B, IEC61000-6-2, IEC61000-&3, IEC61000.3-11, IEC61000.3-12 RoHS INSTALLATION SPECIFICATIONS AC Output Yes 3/4" Conduit DC Input 3/4" Conduit Dimensions (HxWxD) 21 x 12.5 x 7 / 540x315x172 21 It 12.5 x 7.5 / 540 x 315 x 191 n / mm Dimensions with AC/DC Switch (HxWxD) 30.5 x 12.5 x 7 / 775x315x172 30.5 x 12.5 x 7.5 / 775 x 315 x 191 in/ mm Weight 42/19 45/20.5 Ib / kg Weight with AC/DC Switch 48.5/22 52/23.5 Ib / kg Cooling Natural Convection Min. -Max. Operating Temperature Range -4 / -20 (CAN version -40 / -40) to +140 / +60 Protection Rating NEMA 3R •n,ener.n wppwe,-oe n-.-; -W. rearm-penormance. " The fogowk� Part Npmbem ere a ilebk (CAN PNs are eligible fpr the Omarm FIT and mkromTy. i =--- _ WCE 208/24, min. operating temp <F/ -20c: SE3000A-US. SE3800"S, SES000ALS, SEe000M S. SE700 S 27W.. min. operating temp AF/ -20C: SE5000AUS. SE6000"S, SE7000"S 208/240V, mm. o ma ming temp AOF/-4OC: SE3000"L AN. SE380(0k) C N, SE5000AAJSCAN, SE60o0ALSLAN 277V. min operating temp-0OF/40C: SE5000AUSCAN. SE6000A{ISCAN, SE7000"SCAN USA Germany Italy France ■ Japan ■ China ■ Israel solar=,, www.aolaredge.eom architects of energy - 0 SokrE,ge Technomgies. Inc. 200420]2. All nghts reserve,. SOUREDGE, the SolarEdge logo, ARCHITECTS OF ENERGY and!OPTRAIZED BY SOIAREDGE are trademarks p registered tmdemerks of SolarEdge Technologies, Ino, All other tmdamarks mentioned harem are Vaclemarks of their respa,diw owners. Cate: 06/2012. V.03.SubjM to ohenge wa - -five. =` ® I ® Next -Level PV Mounting Technology ^SO�dfClty ZepSolar Next -Level PV Mounting Technology `'�•SO�df�lty ! Zep Solar 9 9Y .Zep System for composition shingle roofs QcOMPAT�6 CaMPPrl�e zepsolar.com Ground Zep Leveling Foot Zep Compatible PV Module Interlock I ,Kgsdcsh.— ��.�___— Zep Groove Roof Attachment Array Skirt Description PV mounting solution for composition shingle roofs • Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules • Auto bonding UL -listed hardware creates structual and electrical bond Specifications Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72" and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of Zep Solars products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 Components Up -roof i t Comp Mount Part No. 850-1345 Listed to UL 2582, Mounting Block to UL 2703 Ground Zep Part No. 850-1172 Listed to UL 2703 and ETL listed to UL 467 zepsolar.com Interlock Part No. 850-1388 Listed to UL 2703 Array Skirt, Grip, End Caps Part Nos. 500-0113, 850-1421,850-1460, 850-1467 Listed to UL 2703 DC Wire Clip Part No. 850-1448 Listed UL 1565 This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of Zep Solar's products for each use. Specifications are subject to change without notice. Patents and Apps. zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 l"' PV power optimization at the module -level — Up to 25% more energy — Superior efficiency (99.5%) — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module -level monitoring — Module -level voltage shutdown for installer and firefighter safety USA - GERMAN'+ - IT -'.I'/ - F ANCE - iAGAN - CH'NA - ISRAEL - AUSTRALIA. WWW.solaredge.US so I a r" • • :. SolarEdge Power Optimizer Module Add -On for North America P300 / P350 / P400 P300 P350 P400 (far 60 -cell PV (tor 72 -cell PV (for 96-ce11 PV modules) modules) modules) INPUT 1000 Vdc Rated Input DC PoweH'I 350 400 I W,,. ,,..,,...300 Absolute Maximum Input Voltage (Voc at lowest temperature) .., 48 60 80 . VdC MPPT Operating Range 8-48 8-60 8-80 Vdc MaximumShoCircuit Current Osc) 10 Adc Maxim m PC' nput Current 12.5 Adc Maximum Efficiency _......... ......... _............. ...... ..... .. 99.5 _. ............ ........ ...... ... ,...................... .6 Weighted Efficiency .. .............. _.......... ...... .. .. ..__......... 98.8 ............................... ..........__....... ........ % 0vervoltage Category II % OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Partly Class 8, IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), UL1741 ROHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc me Dinsigns(Wx Lx Hj 141 x212 x40.5 /5.55 x8.34x 1.59 ..'Mm/ in Weight (including cables) 9.5.0/.2.1 gr/b Input .Connector _....... ..__..__......................................__. MC4 / Amphenoi / Tyco ......... .... _.. ........._. ...__.... _. Output Wire Type / Connector Double Insulated; Amphenol 25 Output Wire Length 0.95 ; 3.0 1.2 % 3.9 m / it Operating Temperature Range 40-r85/-40-«185 'C/'F Protection Rating IP65 / NEMA4 _..... ............... ..... ............ Relative Humidity 0-100 % �NatM SK power of Ido mopulp, Moduloofupto 5%powa,tolerance plloweC. PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 480V Minimum String Length (Power Optimizers) 8 10 18 Maximum String Length (Power Optimizers) 25 25 50 Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths or Orientations .__._,.........._..._......._ .......... ......... ......._.__. ........ ....._.......__..._...._...__.._........... Yes ....... _..... ............... ..... ............ Mono Multi Solutions THE Tirnmmount 60 CELL MULTICRYSTALLINE MODULE WITH TRINAMOUNT FRAME 245 -26OW POWER OUTPUT RANGE PD05.18 Fast and simple to install through drop in mounting solution 15.970 MAXIMUM EFFICIENCY Good aesthetics for residential applications POWER OUTPUT GUARANTEE 0 ,o THE Trinamount MODULE TSM-PD05.18 DIMENSIONS OF PV MODULE unit Trim 941 o r�nx =FPLAiE INSTA �JNG-OLE umc wU I_ JILtlN iiOLE Highly reliable due to stringent quality control � 1 A I000W/m2 As ieadlnaAobnl nlrlll_ a(-iurei- 7'0 ut next generation photovoltaic 180 prod, t-ts w� believe clove = cooperation with out partners ate. Is c rlhc,al to S'.1l,c,e55. With local U 3m presence around the globe Tnna Is 2a able to provide exceptional service Certified to withstand challenging environmental t0 each customer in each mcvket g g and supplement our innovative,conditions Srr�rt e^�• ._7 �tr.�• reliable products with the backing aMPNt9 of T1ina as a strong, bank-abie - t-, . We c oitner. areorylmitted Tempered Glass to buildinq strategic . mutually heneficial collaboration with nnstallers developers distlihutrx-, and other partners as the backbone otour shaled success In dri>it--,q\mart Energy Togethei. LINEAR PERFORMANCE WARRANTY Fire Rating Type 2 10 Year Product Warranty • 25 Year Linear Power Warranty Trina Solar Limited _- Additional Temperature (NOCT) • Maximum System value horn rrirra Solor's Temperature Coefficient of PMAx -0.41%/°C Voltage c90% linear ware Trinasolar airy 90% Smart Energy together years 5 10 IS 20 25 ■ lona ;tanda2d ! - 0 ,o THE Trinamount MODULE TSM-PD05.18 DIMENSIONS OF PV MODULE unit Trim 941 o r�nx =FPLAiE INSTA �JNG-OLE umc wU I_ JILtlN iiOLE A � 1 A I000W/m2 8w 7'0 812 180 Maximum Power Current -Imre (A) 6.59 6.65 6.74 Back View n 0 A -A I-V CURVES OF PV MODULE (245W) 10."-- 260 30.6 8.50 38.2 9.DO 15.9 9?' I000W/m2 8w 7'0 800W/m= G 6m Maximum Power Current -Imre (A) 6.59 6.65 6.74 = 600w/m2 ate. Short Circuit Current (A)-Isc (A) 7.07 7.10 7.17 U 3m NOCT: Irradiance at 800 W/m', Ambient Temperature 20°C, Wind Speed I m/s. 2a 200W/m21'. 0.T Solar cells Multicrystalline 156 x 156 mm (6 inches) 0- 10b 20.a W Srr�rt e^�• ._7 �tr.�• voltage(V) ELECTRICAL DATA * STC Peak Power Watts -P.- (Wp) 245 250 255 Power Output Tolerance-PASAx (%) Q-+3 Maximum Power Voltage VmP (V) 29.9 30.3 30.5 Maximum Power CUrrent-IMPP (A) 8.20 8.27 8.37 Open Circuit Voltai (V) 37.8 38.0 38,1 Short Circuit CUrrer t-Isc (A) 8.75 8.79 8.88 Module Efficiency Itm (%) 15.0 15.3 15.6 STC: Irradiance 1000 W/m', Cell Temperature 25°C. Air Mass AMI.5 according to EN 60904-3. Typical efficiency reduction of 4.5% at 200 W/m2 according to EN 60904-I. 260 30.6 8.50 38.2 9.DO 15.9 ELECTRICAL DATA a NOCT Maximum Power -P.- (Wp) 182 186 190 193 Maximum Power Voltage -V., (V) 27.6 28.0 28.1 28.3 Maximum Power Current -Imre (A) 6.59 6.65 6.74 6.84 Open Circuit Voltage (V)-Voc (V) 35.1 352 35.3 35.4 Short Circuit Current (A)-Isc (A) 7.07 7.10 7.17 7.27 NOCT: Irradiance at 800 W/m', Ambient Temperature 20°C, Wind Speed I m/s. MECHANICAL DATA caNPA T,B. Ha F Solar cells Multicrystalline 156 x 156 mm (6 inches) change without notice. Cell orientation 60 cells (6 x 10) Srr�rt e^�• ._7 �tr.�• Module dimensions 1650 x 992 x 40 mm (64.95 x 39.05 x 1.57 inches) aMPNt9 Weight 21.3 kg (47.0 lost Glass 3.2 mm (0.13 inches),High Transmission, AR Coated Tempered Glass Backsheet White Frame Black Anodized Aluminium Alloy with Trinamount Groove J -Box IP 65 or IF 67 rated Photovoltaic Technology cable 4.0 mm' (0.006 inches'), Cables 1200 mm 147.2 inches) Fire Rating Type 2 TEMPERATURE RATINGS MAXIMUM RATINGS Nominal Operating Cell 44-C (+2°C) Operational Temperature -40-+85°C Temperature (NOCT) • Maximum System IOOOV DC(IEC) Temperature Coefficient of PMAx -0.41%/°C Voltage IODOV DC(UL) Temperature Coefficient of V- -0.32%/°C Max Series Fuse Rating 15A Temperature Coefficient of Isc 0.05%/°C WARRANTY 10 year Product Workmanship Warranty 25 year Linear Power Warranty (Please refer to product warranty for details) CERTIFICATION PACKAGING CONFIGURATION rr Modules per box_ 26 pieces A Modules per 40' container. 728 pieces CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. © 2014 Trina Solar Limited. All rights reserved. Specifications included in this datasheet are subject to caNPA T,B. Ha F Trinasolar change without notice. NA / Srr�rt e^�• ._7 �tr.�• aMPNt9 16 A d City of Wheat Ridge Residential Roofing PERMIT - 201801043 PERMIT NO: 201801043 ISSUED: 04/13/2018 JOB ADDRESS: 4675 Newland ST EXPIRES: 04/13/2019 JOB DESCRIPTION: Reroof remove and install Rolled Modified Bitumen and Asphalt Shingles with total 34 squares, 4 squares flat and 34 squares pitched. Pitch= 2/12, 5/12. House and back structure. *** CONTACTS *** OWNER (303)906-2012 POLLOCK DOUGLAS G *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,988.00 FEES Total Valuation 0.00 Use Tax 188.75 Permit Fee 188.45 ** TOTAL ** 377.20 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201801043 PERMIT NO: 201801043 ISSUED: 04/13/2018 JOB ADDRESS: 4675 Newland ST EXPIRES: 04/13/2019 JOB DESCRIPTION: Reroof remove and install Rolled Modified Bitumen and Asphalt Shingles with total 34 squares, 4 squares flat and 34 squares pitched. Pitch= 2/12, 5/12. House and back structure. 1, 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 allor`k to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signatu of O—or CONTRACTOR (Circle one) Date 1. 'm^ ,iis permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an 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 ti4anting a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any apphany Hance 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. Lagenia Reimer From: no-reply@ci.wheatridge.co.us Sent: Friday, April 13, 2018 11:42 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home ` are on the property? PROPERTY INFORMATION Property Address 4675 Newland St ' Property Owner Name Doug Pollock Property Owner Phone 303-906-2012 Number (enter WITH dashes, eg 303-123-4567) 37 7 Z-0 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract pollockproperties@comcast.net Yes 1j 15236410984909160660773652172226 / CONTRACTOR INFORMATION Contractor Business Equinox Roofing Name / Contractor's License 180091 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) Contractor Email Address Retype Contractor Email Address 719-641-6938 200 Union Blvd suite 200 Lakewood CO 80228 matt@equinoxroofingco.com matt@equinoxroofingco.com DESCRIPTION OF WORK TOTAL SQUARES of 34 the entire scope of work- , Project Value (contract 8988.00 ' value or cost of ALL materials and labor) Are you re -decking the No,; '} roof? �1--- Is the permit for a flat Flat roof (less than 2:12 pitch) roof, pitched roof, or 2 both? (check all that apply) What is the pitch of the 212 , FLAT roof? How many squares are 4 part of the FLAT roof? Describe the roofing Peel and stick modified material for the FLAT roof: Type of material for the Rolled ;l FLAT roof: k/ Provide an additional 4)P� . y House and back structure�� r / � detail here on the /jr, ;�.� {��c��C� description of work. (Is v this for a house or garage? Etc) �/f Z 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 3 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Matthew Jury Email not displaying correctly? View it in your browser. pro al submitted tP0 1(�� Jpf;� q L Date, Date/ 0 /181 3 IL_J BIIIin Address: X-ff-s 54-- VJ Jobb Site 46 f5 00 City, State ,_R Zlp� � ® � n `_ 2 �h net � � J `/'v'—� Work Phone: JOB DESCRIPTION: SPECIAL INSTRUCTIONS: 1. Recover roof with: QWe#4 5 1! rWl (� W044&/1 - NOTE: Replacement of deterioriated decking and facle boards, 2. Style of shingle: 3 a /', unless otherwise stated in this contract, are not included and will 3. Color of shingle: A aG„rA be charged extra on a "time and materials" basis. 4. Tear off: T Pe-bl— 5. Base felt: Ve ,-- )v 6. Valley type: 7. Metal edge: Mull Colorl", v1 8. Vents: L W Color: TIC, 9. Step Flashing: f- e`,/ 10. Pipe flashings: a v✓ I f 11. Manufacturer's limited warranty: 12. Company's limited warranty:. , S 13. Clean up and haul -off roofing debris: 3 Z9 Z , ti- Q ac, 14: Roll magnet through yard: lre,5 2 S 15. Lien waiver provided upon final payment:Ire-5. Payment Due Upon Completion jun f n f� We propose hereby to furnish material and labor — complete in accordance Insurance Claims: Permit Fees per 6AlZ1 with the above specifications, for the sum of: dollars ($ nsurance Approval: $ All interior damage to buildings is excluded 45 days after completion date and the owner is notified that any damage to contents will be the responsibility of the owner and his insurance company. All damage to the building which occurred while roofing was in progress will be covered by the contractor. Acceptance of Proposal: This proposal becomes the legal and binding contract 72 hours from date of acceptance. 1.5% per month interest will be added on to all accounts 30 days past due. In addition, if collection services are required, reasonable collection& attorney fees will be added on accounts 60 days over due. Payment will be made as outlined above. Failure to pay may constitute a mechanic's lien being filed against the property. Cancellation of the contract may be achieved by paying a cancellation fee in the amount of 5% of the contract price. Insurance Claims: ��' Insurance Company: Squares W/W Claim Rep: Valley ft. Claim No.: Ridge ft. Phone: Starter ft. Mortg. Co.: Gutter ft. Phone: Rake ft — -- Jt Cust er's S' ature: Signa a ale zf Signature ale E2 fi ofnCA V-10=� M Solar City Complete all information on BOTH sides of this for 4675 e w` an Batt °cet 201401706 1) Work shall comply with the following codes. 2006 IRC, 2006 IE" °, & 2111 NEC- mif- kjackson0solarcity.com Wheat Ridge Building ept. 3055 Clearview Way San Mmeo, CA 94402 'T (G 0) 638,1 28 888) f3OL-CIT Y P(6 50) 63 8, 1029 66 ( II' �'51f,$ ' Signed. 11 .- Plan D er'l 11.03.2014 Cot 1' PV System Merin �: I Structural Design Software Y SleekMoun Cover Letter Project Information, Table Of Contents, & Vicinity Map Structure Analysis (Loading Summary and Member Check) Hardware Design (PV System Assembly) 4 lJ l wll li U @'I pf I11�WIY Ilff I1 a Roof live Load LO 20 .0 psf Table 1 adi tll \ \ ^.�'.'�t tri ;roe. Cl �., , 1 ti 1 1 } l l l ' ii \>•?: t 1 1 t } 1 ; t 31Y 1 ��. �1 \ll \t � 1\ i' `� h l i 'i Cl:T \t Y -„y�'» ""","7l`�"�+��U��� i �a, ; ,1 U �51:� , .';1 Roof Slope 5/12 tiwv.:,,,�,. ,.a Slca tl Rt sf Reduction R 0.975 Section 9 x\ enl } fF� ^ gY i }: }yi 5 *1 % i, alt fxyv li lJ l wll li U @'I pf I11�WIY Ilff I1 a �•ui NA ttt Load Type Distribution Pat- Location ( ft) Magnitude Unit Dead tern Start End Start End 152 DL Dead Full Area — iTo 7.50 (24.0) * psf SL Snow Full Area Yes 30,00 (24.0)* Psf PVDL Dead Full. Area No 3.00 (24.0)* 2��f Unfactored: Dead 1,84 152 Snow 493 410 Factored: Total. 678 562 Bearing: Fltheta 466 466 Capacity Joist 1226 701 Supports 1058 1058 Anal/Des Joist 0.55 0.80 support 0.64 0.53 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 5 1.00 Cb min 1.75 1.00 Cb support 1.12 1.12 Fcp _ spp___i__ 1 6251 625 PI &2 Lumber- soft, S-P-F, Nol/No.2,3"x5-1/2" Supports: All - Timber-soft Beam, D,Fir-L No.2 Roof joist spaced at 24" c/c; Total length: W-2.6"; Pitch: 4.5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); [_!ARNING: this CUSTOM SIZE is not in the database. Refer to online help. 1:1 MPI&2.wwb WoodWo Si er 10.1 Page Criterion Anal sis Value Desian Value Anal sis/De 1 Shear fv = 45 F vl = 155 fv /"v° y 0.29 Bending (+) fb = 1503 Fb' 1504 fb /'b' = 1.00 Bending(-) b = 58 'b , M 1504 fb/ `b' = O,04 Deflection: - Interior Lave 0.91 = L/192 0.97:= Lt /180 0.93 Total 1.41 = L,/123 1.45 = L,/120 0.97 Cantil. Liv e -0.28 = 1.x/60 0.19 = L/90 1,48 Total -0.44 HI `' Wind Pressure 0,85 Table 6-3 0 11 0 ,11 *A" iiiiaw" Wind DI Factor Kd 085 Table 6-4 Velocity Pressure qh Equation 6-1S 1 ,11 ' ' l l HI `' HI 1 •' .. it,v - .J y\ ,I}� k,+ : `,.. �SY'YU y�'.`1At41 „�i) L ,. �.1 V,, i t .1 `...t. l.�, z. z �y 1 lnd t es c n �7F �y �� d 0 V&i YY� Y IQQmpb Table 6- l e f Style I \1 ia 1. }Aar d1"i, cable Roof u Fig, 6 1I C/D-14 777777777777 l Wind pressure EXP? �zre l�� l 65 Table 6- tiPU;71tSS =i1.>41�xti ,""u ... `t„ }t t2 ltl it \tti I \1 ia 1. }Aar d1"i, st 1 bSi \' tY 1 \ } "t tilt Wind Direr unal!ty Factor t} 5 Table 6-4 l:itl \i tsr, r �Ua'M?�A . qh 0.00256 (K (Kzt} (Kd) ( VA2) {1} Ea yr Pressure qh E quation 6-1 18+ 777777777777 l �VPplll �IIII'AI" AIM • '° # Zu 1 Z Ad d w f •� lF � � pub ( ' s w1 �ul� #� 1*1 �M w. t •. MO2 00 '30 018 iV3HM 00 LZZ9002 r 9T Is J 01 tr R 4 f • • 8018 1 • wr ww + w 0 • w • • • 9-W# • a ' w " f 8 O �. 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IT BE IN c .E OR Comp Mount 'T e C 4675 NEWLAND ST 8.925 Kul PV ARRAY �R T4 CEI THE R£ T TI OTHM M � WHEAT D33 RIDGE„ CO TItI T IN C W MGA �a I�, E W THE SALE me USE OF THE RESPECTIVE ( ) CANAD SOLAR # CS6P -255P 055 a Way ss�, motto, ca "102 scn DAM SOLA fnTY E . HtItIT THE wRt T PEWSSW OF OtTTQTY INC ABB PVC -- .6— QUTD — �-z -A 3039062012 PAM N SITE PLAN PLACARD PV 11/2/2014 Tg6w) 029 F.(850) 638A029 ()- - I6T�(�5.2) 6ty Y 7. 030 : P } JOd (10d) ( V) :doll o-1 loge- s• • • .q►• I i IF UOlP 1 0 lut Peal • POIBJ60lul I!npuoo unaj i • ! ! C3 t: It JCIJ II J 7 069 03N ♦ R ,:* loquU00syj OV ♦ t. :U04pool laqel Y 7. 030 : P } JOd (10d) ( V) :doll o-1 loge- s• • • .q►• labor. The elimination of visible rail ends and of array trim and a lower profile aft contribute ofido-�-4�-m—,%eakMrujrdt utilizes Zed Compatible'rM modules with strengthened frames that attach directly to shingles are not required to be cut for this IV gstam, aflowino for minimal r I * Utilizes Zap Solar hardware and UL 1703 ksted Zap Compatible"" modules * Intenock and grounding devices in systern UL listed to UL 2703 * Interlock and Ground Zap ETL fisted to UL 1703 as "GrOLni6ng and Bonding System" * Ground Zen UL and ETL iisted to UL 467 as grounding device * Prorated galvanized waterproof flashing * Anodized components for corrosion resistance * Applicable for vent spanning functions 5116" Machine Screw Leveling Foot Lag Screw Comp Mount Corns Mount Flashing Seal pOot hole with rooting seaiant January 2013 4,� ­0 ... DMZONt� 01 �-WNB awa aa!IOV 10 "d M 06 M P*Ans SM 1" %M U? 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The flat efficiency curve ensures high efficiency at aH output levels altowing a consistent and stable performance across the entire inapt voltage and output power range, The transformerless operation gives the highest efficiency of up to 97,0%, The wide input voltage range makes the inverter suitable to low power installations with reduced string size. This rugged outdoor .inverter has been designed to be a completely sealed unit able to withstand the harshest environmental conditions, Power and productWity for a better world "I'ABB Aditiftionw rrrghflgirts� RS-485 corTi, (for connection to laptop or data logger). Integrated Arc Fault Detection and lriterrupton (-A Version), Technical data and types .................. A= voqr,tgT-, sf`;I Types ode Fre O-OUTD-US rlVi.116-OUID-US F`Vt-3,8-OUTD�US PVI 4-2-OUTD-US Nominis output Prove 3000 VV 360OW of 380OW 420OW 3000 3300 3300 3600 4000 4000" �3300 4200 i A200' 4200 4600� •600 Maximum output power we' Hage W w w IN w W w w w to w W Rated qrpl�� yic 0 208V 240V 277V 208V 2`SOV 277V 2 V 240V 2 208V 240V 277V t side ... ........ . .... .. ......... ... . . .... ... ... .......... ....... ..... ...... I'll, ­11-1.111 _IP9)_,_ . . . . imber of independent MPPT channeits 2 2 2 2 Maxinium, usable power for each channel 2000VV 30QgVV 3000W 300OW Absolute maximum voltage (Vmax) 600v start up voltage o/start) 200V {aalf 120-35OV} Full power MFIP"r voltage range 160-530V 120-530V 140_530V 140.530V Operating MPPT voltage range 0.7 x scroll - 580V (>= 90V Maximum current tdcrnax) for both MrIPT in 20A 32A 32% 32A Parallel Maximum usable current per channel IOA 16A 16A 16A NlaidrvUro Short turoUit current limit Per 12,5A 20,OA 20. ()A 20,0A channel Number of wire kinding terminals per channel 2 pairs A ray ware g ter hfna ton re at€naE b,n k Pre .... . . ... R3 ­­ fu, ­ g�iFf Grid connecben type 2W 013W 2W 2W 013W tat W 2W O-e3of 2W 2W 013W 24V Adjustable verses range himin-Vrnax) mil 183- 211- 228V 2644 244- 183- 211- 244- 183- 281- 244• 304V 228V 2644 304V 228V 264V 304V 183- 228V 211- 264V 244 304V Grid frequency 60Hz Adjustable grid frequency range 57 60,EiHz 14,5 14.5 12,0 172 16,0 16,0 1610 16c 16p 200 20.0 20,0 Maximum current A, A., A., A�, A A. A. A. A,., A., Power factor > 0.995 'Total harrnonic distortion at raise Power < 2% Grid wirtgJilemanation typff, Ter inia block, Pressure clarrip, AWGIO Reverse polarity protection Yes Over-voltage protection type Vainstor, 2 for each channel no a ray grc uvad fault clatection ------------- Anfi-iseinding protection Meets UL. 1741/iEEEI 547 requirements Over-vortage protection type Varolor, 2 (i -, L, I l, - G) Maximum AC OOPO Rating a g 15' 25s niiac, 2qc 2UA 21 ea Maximum efficiency 96.9% 9735 97% 97% CEC effician n < Communication .... . . ......... ... ... . .... . . .. . . .. . .... 16 characters x 2 lines LCD display _5aTq!s dh9(Ix9,�a85 incl,) .... ... V8 N700 t3 dra ,L glaJopt") Environmental ient air operating temperature range -1 3 Is+ 140'F with deraling above 122 (50 Arnbrent air storage temperature range .40 to .1 76 (�40 to +80 Relative humidity 0 -100% RH condensing Acoustic noise endescon level < 50 db qs Olm Maximum operating attends without derating 6560 it (2000 in) I Capabifty erabW W nam?,W AC core aixt wa b rkmeiem DC powe, wailabin 2 ARB Solar inverters l Product flyer for PVf aa/3e/3s/4.2-TL„ ­OUm ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: W73' Aelo_ vIk)v_o 57" Permit Number: P9 HS.'/ APP/2 PIZ&, vJ3 i� L irz✓s�F Tsz ❑ No one available for inspection: Time 11%4o Q&M Re- Inspection required: Yes * When corrections have been made, call for re- inspection at 303- 234 -5933 Date: Inspector: DO NOT REMOVE THIS NOTICE F "'"E?rq City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 °O<oRno° Inspection Line: 303-234-5933 P'rop'erty Address: Property Owner (please print): Mailing Address: (if different than property address) Address v297~ ~Ci3r3 G :iZ Date: Plan Permit #.-O City, State, Zip:/ ~e y /uaLt / aZi S Contractor: Contractor License Phone: 726 a2 7(, %!d' Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company:. Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ /00 Description of-Work: 2~ (as calculated per the Building Valuation Data sheet) K ~1/x~Pl.c°qSt- i? Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares -j~a_ BTU's Gallons Amps OWNEPICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to, f)otdjnspection. CIRLCE ONE:: (OWNER) f~QNTRACT ) or PERSONAL REPRESEN ATIVE of (,OWWNER) (CONTRATOR) PRINT NAME: S7a:m /%V,V6- SIGNATURE: Date:/ 21 2" Bldg Valuation: $ 1 Building Permit Application