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4009 Allison Street
10 tz PERMIT' ADDRESS: JOB CODEL.� INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P. E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace _ 319 Hot water tank 320 Drywall screw and Nail 406 Final Mechanical Commercial 321 Moisture board / shower walls 407 Final Plumbing Residential gh Grading P 408 Final Plumbing Commercial ellaneous 409 Final Roof Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection 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 by the Fire District and Electrical low voltage by the Building Division. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE l�`3 Inspection Type: LFAA Job Address: 1/000/ 5 Permit Number: 0 7 %D 3 ❑ No one available for inspection: Time j0 AM/PM Re -Inspection required: Yes 0 When corrections have been made, call for re -inspection at 303-234-5933 Date: j blIql1l7Inspector: G DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201707703 PERMIT NO: 201707703 ISSUED: 10/09/2017 JOB ADDRESS: 4009 Allison ST EXPIRES: 10/09/2018 JOB DESCRIPTION: Permit for a roof mounted PV system with 6.27 KW 22 modules, 1 inverter with optimizers, no upgrade to the system. Grid tied. This system will have structural upgrades under one array. **Revision: Modify the size of the system 22 modules to 12 modules, 6.27kw to3.42kw; The array that called for structural upgrades is not being installed. The structural upgrades are no longer necessary.Decreased valuation: $7,000.00**** *** CONTACTS *** OWNER (303)656-7448 SCHNEIDER AUBRE D SUB (303)904-2268 Ray Williams 120156 Suntalk Solar *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 ; *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,108.00 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. City of Wheat Ridge �r Residential Solar PERMIT - 201707703 PERMIT NO: 201707703 ISSUED: 10/09/2017 JOB ADDRESS: 4009 Allison ST EXPIRES: 10/09/2018 JOB DESCRIPTION: Permit for a roof mounted PV system with 6.27 KW 22 modules, 1 inverter with optimizers, no upgrade to the system. Grid tied. This system will have structural upgrades under one array. **Revision: Modify the size of the system 22 modules to 12 modules, 6.27kw to3.42kw; The array that called for structural upgrades is not being installed. The structural upgrades are no longer necessary.Decreased valuation: $7,000.00**** 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 ermIt. I further attest that I am le ally authorized to include all entities named within this document as partes to the work to be performed and that all w9rk tpJbe peormed is disclosed in this document arld/or its'�accompanying approved plans and specifications. Signature of OWNER o CONTRACTOR (Urcle one) Date 1. This permit was issued ba on -the information provided in thepermit 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. Thispermit 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of ,,,;0rW heat j�idge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: �/IV17 Add to Permit # Z / —16 -7? �✓ Building Permit Revision/Amendment Application i *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: iq 0() q A l Property Owner (please print): LaMn.��� Phone: 30�` �y Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zip: Submitting Comp.any: S-, Contact Person: '4,fir10-1 Phone: Contractor: S CA -'-4 (1� Contractors City License #: Phone: inq G Contractor E-mail Address:Nl �� , 40L0L Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: �-- tket) '5� C bvt4 � r� ) - kw lie Sq. Ft./LF Btu's Gallons Amps Squares Other _ Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any 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) ',(CONS CT or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: I `) �Q[( SIGNATURE: ,�' '� DATE: I 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 11 Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ /o? structural ENGINEERS May 31, 2017 Rillito River Solar, LLC dba EcoFasten Solar 4741 W. Polk St. Suite 4 Phoenix, AZ 85043 TEL: (844) 357-5645 Attn.: Engineering Department, Re: Engineering Certification for the EcoFasten Rock -it System Installation Manual This letter is to document that PZSE, Inc. -Structural Engineers has reviewed EcoFasten Rock -it System Installation Manual published October 12, 2015 and specifically the "Loading Tables". SCOPE OF THE SYSTEM: The EcoFasten Rock -it System is a solar panel support system for installing solar photovoltaic arrays on sloped roofs of buildings. Typically such buildings are residential with shingle or tile roofs. The number and spacing of attachments to the roof structure can vary depending on various site specific criteria including, but not limited to, roof slope, spacing of supporting structural members and environmental loading. SCOPE OF OUR REVIEW: PZSE, Inc.—Structural Engineers provided a review of the following • Rock -it System design methodology • Rock -it System Installation Manual • Rock -it System Loading Tables and has determined that all information, data and analysis contained within the Installation Manual are based on, and are in compliance with, the structural requirements of the following Reference Documents: • Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-05/ 7-10 • International Building Code, 2015/ 2012 /2009 Edition, by International Code Council, Inc. • Aluminum Design Manual, 2010 & 2015 Editions, by The Aluminum Association This letter certifies that the EcoFasten Rock -it System Installation Manual and Loading Tables are in compliance with the above Reference Documents. DESIGN RESPONSIBILITY: The Rock -it System Installation Manual is intended to be used under the responsible charge of a registered design professional where required by the authority having jurisdiction. In all cases, the user of the Installation Manual has sole responsibility for the accuracy of the design and integrity of the system. The Installation Manual does not check the capacity of the building structure to support the loads imposed on the building by the array, such as bending strength of roof rafters spanning between supports. This requires additional knowledge of the building and is outside the scope of the Installation Manual and our review. If you have any questions on the above, do not hesitate to call. Prepared By: PZSE, Inc. - Structural Engineers Roseville, CA 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com P"D L IC NNE Ty Z ' "ON 45677 EXP. 10/31 NAL CAA PROFESSIONAL BUILDING R SAFETY/ENGINEERING'INFR.ASTRUCTURE MANAGEMENT ROOF MOUNTED PHOTOVOLTAIC SYSTEM FOR SINGLE FAMILY DWELLING PLAN REVIEW COMMENTS Project Description: Project Address: Permit App. Date: Permit Valuation: Type of Use: Occ. Group: Design Professional Applicant Contact: Single Family Roof M 4009 Allison St. 11/7/17 7,000 Solar Panels U Clifton Palmer Michael Sharpe Plan Check Engineer: Dan Schultz Engineer's Email: dschultz@ci.wheatri( 1St 11/10/2017 2nd X Review: Review: Italil ffed Photovoltaic system Plan Check No.: 201707703 Plan Check. Expires: 11/7/18 Adjusted Valuation: 12,00 Type of Const.: No Stories1 Phone: (303) 751-6353 Phone: (303) 751-6353 (303) 235-2803 3rd Review: Bold Comments By Appt. The project plans were reviewed for con0liance with the folldyving codes and standards: 2012 International Residential Code C); 2012 International Nilding Code (IBC); 2014 National Electrical Code (NEC) and the 201 International Fire Code (IF • RESPONSE LETTER. To indicating the sheet nui addressed on the plans. • Cloud and delta all revisic • Resubmit all previous subsequent review. 6dite project approval, please F , note number & or detail n reviewed plans, updated plans and su • AFTER 2nd PLAN VIEW: Please call the plan check engineer listed appointment, to ej edite project approval. • For clarification of any plan review comment, please call the plan check Note: Plan checks expire 360 days from date of submittal. a separate written response where each comment was Ing documents with each to schedule a plan review neer listed above. 1 C PRnH ha�InN41 33[,1TJ)IN(! iU. `, A! I7) II` .! I j ,t]t V, F F: r. P i R n(r l i& r %I ,,F,,ILN I General 1. Return all sets and documents plus 2 revised sets and documents. Provide a response letter, cloud all revisions and note the page number the revision can be located. 2. Note the following adopted codes on the cover sheet: 2012 IBC, 2012 IRC and 2014 NEC. 3. Print the following standard notes on the cover sheet: a. "Residential Roof mounted photovoltaic systems shall be installed in accordance with the manufactures specifications and the 2012 International Residential Code, Sections R324, R909 and R918, 2014 National Electrical code and 2012 International Fire Code. b. "The roof access point requiring a ladder shall not be located over a window, door or located where it conflicts with overhead obstructions such as tree limbs, wires or signs." IRC R324.7.1. c. "An OSHA approved ladder shall be provided and secured to the structure at the approved roof access point noted on the plans with a OSHA approved device during all inspections" d. "Applications for a photovoltaic system proposing a partial or complete re -roof of the existing roof shall first obtain a separate building permit for such work from the Building Division by a licensed contractor and shall pass a final inspection prior to installation of the photovoltaic mounting and/or rail system." e. "Direct -Current Photovoltaic Source and Direct -Current Output Circuits on or inside a building shall be contained in a metal raceway. The wiring methods shall comply with the additional installation requirements of NEC 690.31 (G)(1) through (4)" f. "Where a UFER cannot be verified or is not present one supplementary ground electrode shall be installed and embedded a minimum of 8 feet into the ground and fitted with a listed clamping device." g. "Existing roof and plumbing vents shall not be obstructed by array installation. Plumbing vents are required to be re-routed through attic space and terminate a minimum of 6 inches above the roof line." Architectural & Structural 4. Specify type, size and spacing of existing roof framing members. 5. Detail 1.3 sheet 1.3 - Specify lag bolt diameter, length and minimum embedment into each rafter with the maximum spacing. Electrical 6. Specify if the main service panel (MSP) is end fed or center fed. Markings, Labels and Wiring Signs 7. Note on the label sheet: "All placards shall be weather resistant permanently etched placards. Handwritten signs will not be acceptable" 2 LAA PROFESSIONAL BUILDING K SAFETY ENGI NEER] NG IN F RAS I RUCK LIRE MANAGEMENT 8. Provide a permanent warning label on the main panel that states: "WARNING THIS EQUIPMENT FED BY MULTIPLE SOURCES. TOTAL RATING OF ALL OVER CURRENT DEVICES EXCLUDING MAIN SUPPLY OVER CURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR" NEC 705.12(D)(3)(b) 9. Provide a label at the direct current (dc) photovoltaic power source (inverter) indicating the following: (NEC 690.53) a) Rated maximum power -point current b) Rated maximum power -point voltage c) Maximum system voltage d) Short-circuit current e) Maximum rated output current of the controller (if installed) 10. Provide a permanent, weather resistant, etched, site specific directory placard label, installed at each service equipment location (inverter) and at locations of all electric power production sources capable of being interconnected. NEC 705.10. 11. Specify the format of all markings, labels and wiring signs including white lettering on red background, letter height and capitalization. 12. Sheet 1.3 shows labels in yellow. Labels shall be white on red. Provide a reflective plaque or reflective directory identifying the rapid shut down system in all caps with white 3/8" high minimum letters over red background as follows: "PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN" NEC 690.56 C CHARLES ABBOTT ASSOCIATES, INC. 390 INT ERI.00KEN CRESCENT. 31" FLOOR- BROOMFIELD. CO 80021 TOLL FREE: (866) 530-4980 EMAIL; AV'W\V.CAAPROFESSIONALS.CONI St EI\ May 31, 2017 Rillito River Solar, LLC dba EcoFasten Solar 4741 W. Polk St. Suite 4 Phoenix, AZ 85043 TEL: (844) 357-5645 Attn.: Engineering Department, Re: Engineering Certification for the EcoFasten Rock -it System Installation Manual This letter is to document that PZSE, Inc. -Structural Engineers has reviewed EcoFasten Rock -it System Installation Manual published October 12, 2015 and specifically the "Loading Tables". SCOPE OF THE SYSTEM: The EcoFasten Rock -it System is a solar panel support system for installing solar photovoltaic arrays on sloped roofs of buildings. Typically such buildings are residential with shingle or tile roofs. The number and spacing of attachments to the roof structure can vary depending on various site specific criteria including, but not limited to, roof slope, spacing of supporting structural members and environmental loading. SCOPE OF OUR REVIEW: PZSE, Inc.—Structural Engineers provided a review of the following Rock -it System design methodology Rock -it System Installation Manual Rock -it System Loading Tables and has determined that all information, data and analysis contained within the Installation Manual are based on, and are in compliance with, the structural requirements of the following Reference Documents: • Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-05/ 7-10 • International Building Code, 2015/ 2012 /2009 Edition, by International Code Council, Inc. • Aluminum Design Manual, 2010 & 2015 Editions, by The Aluminum Association This letter certifies that the EcoFasten Rock -it System Installation Manual and Loading Tables are in compliance with the above Reference Documents. DESIGN RESPONSIBILITY: The Rock -it System Installation Manual is intended to be used under the responsible charge of a registered design professional where required by the authority having jurisdiction. In all cases, the user of the Installation Manual has sole responsibility for the accuracy of the design and integrity of the system. The Installation Manual does not check the capacity of the building structure to support the loads imposed on the building by the array, such as bending strength of roof rafters spanning between supports. This requires additional knowledge of the building and is outside the scope of the Installation Manual and our review. If you have any questions on the above, do not hesitate to call. Prepared By: PZSE, Inc. - Structural Engineers Roseville, CA 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com Pp0 L /C/ ANNE Ty �, 45677 1 cc EXP. 10/31 4Y/0NAL ■n G 1 17) r= E R qS VSE Project Number: U2332-0085-171 September 13, 2017 Suntalk Solar Energy Solutions ATTENTION: Michael Sharpe 9900 E. 51 st Ave. Denver, CO 80238 REFERENCE: Damon Brune Residence (H8961-7): 4009 Allison Street, Wheat Ridge, CO 80033 Solar Array Installation To Whom It May Concern: We have reviewed the documents provided by Suntalk Solar Energy Solutions relating to the installation of the solar array at the above -referenced site. Based upon our review, it is our conclusion that the installation of the solar array on this existing roof will require retrofit to the roof structure. The existing rafters under the solar arrays that have 2 rows of panels will need to be sistered with new 2x12 rafters attached with 16d sinkers at 8" O.C. staggered. The existing rafters under the solar array with 1 row of panels will need to be sistered with new 2x6 rafters attached with 16d sinkers at 8" O.C. staggered. It is our understanding that the structural components of the existing roof framing are in good condition and free of damage. The design of the solar panel racking (mounts, rails, etc.) is by the manufacturer or contractor. Please note a representative of Vector Structural Engineering has not visited the site; however, a site survey has been performed by Suntalk Solar Energy Solutions and photos of the existing structure have been submitted for review. Design Parameters Code: International Building Code, 2012 Edition Risk Category: II Design wind speed: 105 mph (3 -sec gust) per ASCE 7-10 Wind exposure category: C Ground snow load: 30 psf Existing Roof Structure Roof structure: 2x6 rafters @ 24" O.C. (timber grade: SPF#2) Roofing material: composite shingles South roof slope: 13° East roof slope: 16° Connection to Roof SQE- ( fx� Ov-1 PLS S V' Mounting connection: (1) 5/16" lag screw w/ min. 2.5" embedment into framing at max. 48" O.C. along rails Conclusions Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight of the solar array is 3 psf or less. In the area of the solar array, other live loads will not be present or will be greatly reduced. See attached calculations for retrofit beams adequacy. 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com VSE Project Number: U2332-0085-171 Damon Brune Residence T9/13/2017 E n G I n E E R s The solar array will be flush -mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. The connections to the existing roof shall be spaced at 48" maximum. Because lateral loads are increasing by less than 10%, the installation of the solar panels meets the requirements in Section 3403.4 of the 2012 IBC. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry -wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as -built condition of the structure and the condition described in this letter be found. Particular attention must be paid to the maximum allowable spacing of connections and the location of solar panels relative to roof edges. Connections to existing roof framing must be staggered so as not to overload any existing structural member, except at array ends. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. Electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING, LLC M51669S 9/13/2017 Clifton Palmer, P.E. CO License: 0051669 - Expires: 10/31/2017 Project Engineer Enclosures CMP/mjb 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com TCS R E= n G j n E E R s PROJECT: Damon Brune Residence Com onents and Cladding Wind Calculations Label: Isolar Panel Array SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 105 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: JOB NO.: U2332-0085-171 SUBJECT: WIND PRESSURE Note: Calculations per ASCE 7-10 Height of Roof, h [ft]: 15 (Approximate) Comp/Cladding Location: Gable/Hip Roofs 7° < 0:5 27° Hip? Enclosure Classification: Enclosed Buildings Zone 1 GCP: 0.9 Figure 30.4-213 (enter largest abs. value) Zone 2 GCP: 1.7 (enter largest abs. value) Zone 3 GCP: 2.6 (enter largest abs. value) a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.85 Table 30.3-1 KZt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 20.4 Equation 30.3-1 GCP;: 0 Table 26.11-1 (largest abs. value) OUTPUT: p = q,, GCp — GCS„ Equation 30.9-1 Zone 1 Pressure, p [psf]: 18.3 psf (1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 34.6 psf (1.0 W, End Zones*) Zone 3 Pressure, p [psf]: 52.9 psf (1.0 W, Corner Zones* within a) (a= 3 ft) M JOB NO.: U2332-0085-171 SUBJECT: CONNECTION YE n G in E E= R S PROJECT: Damon Brune Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: 5/16 Cd: d 1.6 NDS Table 2.3.2 Pressure Max Max. Trib. Max. Uplift (0.6 Wind) Tributary Areae Embedment' [in]: 2.5 (psf) Width (ft) (ft) Force (lbs) Grade: SPF (G = 0.42) Zone Capacity [lbs/in]: 205 NDS Table 12.2A 1 11.0 4.0 22.0 242 Number of Screws: 1 2 20.8 4.0 11.0 228 Prying Coefficient: 1.4 3 31.8 3.0 8.3 262 Total Capacity [lbs]: 586 Demand< Capacity: CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. 2. 'Max. Trib Area' is the product of the 'Max. Tributary Width' (along the rails) and 1/2 the panel width/height (perpendicular to the rails). PROJECT: Damon Brune Residence CALCULATE ESTIMATED GRAVITY LOADS ROOF DEAD LOAD Roof Pitch/12 Composite Shingles 1/2" Plywood Framing Insulation 1/2" Gypsum Clg. M, E & Misc JOB NO.: U2332-0085-171 SUBJECT: GRAVITY LOADS Increase due to Original pitch loading 2.1 2.8 1.0 13 3.0 psf 0.0 psf 0.0 psf 0.0 psf DL 6 psf PV Array DL 3 psf 1.03 2.0 psf 1.03 1.0 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array [psf] 0 w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: Roof Slope [°]: Snow Ground Load, p9 [psf]: Terrain Category: Exposure of Roof: Exposure Factor, Ce: Thermal Factor, Ct: Risk Category: Importance Factor, Is: Flat Roof Snow Load, pf [psf]: Minimum Roof Snow Load, pm [psf]: Unobstructed Slippery Surface? Slope Factor Figure: Roof Slope Factor, Cs: Sloped Roof Snow Load, ps [psf]: Design Snow Load, S [psf]: 2.8 2.8 13 13 30 30 C C Fully Exposed Fully Exposed 0.9 0.9 1.1 1.1 II II 1.0 1.0 21 21 30 30 No No Figure 7-2b Figure 7-2b 1.00 1.00 21 21 30 30 ASCE 7-10, Section 7.2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-3 ASCE 7-10, Table 1.5-1 ASCE 7-10, Table 1.5-2 ASCE 7-10, Equation 7.3-1 ASCE 7-10, Section 7.3.4 OSCE 7-10, Section 7.4 OSCE 7-10, Section 7.4 ASCE 7-10, Figure 7-2 OSCE 7-10, Equation 7.4-1 �YECTOR JOB NO.: U2332-0085-171 r PROJECT: Damon Brune Residence SUBJECT: South facing roof 1 row of panels Load Types: Snow Live Dead Roof 30 20 7 Solar 3.0 CRITERIA(LI) DrL DLL DoL AIBUNK) 120 240 B 240 480 C 600 800 MORRIS Point Point DLL 13-11— dd'I Add'I A Live Dead o =momma® (in) Roof Floor Wall Live Solar Point Dist Load Load a 3 A Point Point DLL 13-11— dd'I Add'I A Live Dead o (in) Roof Floor Wall Live Solar Point Dist Load Load a 3 A (SEE 1.SDL Length Trio Trib Trib Load Load Load > 'a' 'PLS 'Poi rro = m Mm„ M,xa,,. V,,,,,, Vey„ D, D_ COND Ln) D GLB Label 'L'(ft) (N) (ft) (fl) (plo (pli) From m (fl) (lb) (lb) m Grade Size A n C, Cp Cry R,(Ib) Rs(Ib) (ft -Ib) (ft -Ib) (lb) (Ib) (in)(in) 'C') Camb Check11.08 2 6.0 2 SPF#2 2x6 1.15 1.15 1.30447 447 1237 1896 410 1708 0470 1108 023354 0.65 M �YECTOR JOB NO.: U2332-0085-171 n G I n E E R S PROJECT: Damon Brune Residence SUBJECT: South facing roof 2 rows of panels DESIGN LOADS: Load Types: Snow Live Dead Roof 30 20 7 Solar 3.0 CRITERIA (L) Dn D�� DoL Aj8-K) 120 240 B 240 480 C 00 Point Point a DLL DLLy�,,. dd'I Add'I A Live Dead 0° 22 (in) (S Roof Floor Wall °' Live Solar Point Dist Load Load x (SEE (SEE 1.5DL Length Trib nb rib Load Load Load > 'a' 'Pu 'Poi ror = m M,,,o, M,, V,,,,, V.q DT D_,_ COND COND GLB Label 'L' (ft) (ft) (ft) (ft) (plf) (plf) From m (ft) (Ib) (lb) m Grade Size p_ D C, Co Cr,v R, (Ib) Rb (Ib) (ft -Ib) (0 -Ib) (Ib) (lb) (in) (in) 'C') 'C') Camb Check 17.42 0.21 0.6 (1) SPF#2 2x6 1.15 1.151 1.30 73 73 320 948 70 854 0.600 1.742 0.298 0.871 0.34D 17.42 1.79 5.4 (1) SPF#2 2X12 1.15 1.151 1.00 628 628 2736 3051 561 1747 0.600 1.742 0.298 0.871 0.90M �YECTOR E M O I M E E R S PROJECT: Damon Brune Residence DESIGN LUADS: Load Types: Snow Live Dead Roof 30 20 7 Solar 3.0 JOB NO.: U2332-0085-171 SUBJECT: East facing roof 2 rows of panels CRITERIA(0 DTL DLL DDI A48—K) 120 240 B 240 480 C 0 00 M mammon Point Point DLL DL 1. dd'I Adorl A Live Dead o (in) (S Roof Floor Wall Live Solar Point m Dist Load Load a or 3 � (SEE (SEE 1.5DL Length Tnb Trito rib Load Load Load Mill 'Poi o A M,,,,, M,ib,,. V,,,,, V,ip,. DTL D_,_ COND COND GLB Label 'L' (ft) (ft) (ft) (ft) (Pit) (PIFrom to (ft) (lb) (lb) m Grade Size A –y C, Co Cr,v R, (Ib) Rb (Ib) (ft -Ib) (ft -Ib) (lb) (lb) (in) (in) 'C') 'C') Camb Check 17.5 0.21 0.6 Point Point DLL DL 1. dd'I Adorl A Live Dead o (in) (S Roof Floor Wall Live Solar Point m Dist Load Load a or 3 � (SEE (SEE 1.5DL Length Tnb Trito rib Load Load Load > 'a' 'Pu 'Poi o A M,,,,, M,ib,,. V,,,,, V,ip,. DTL D_,_ COND COND GLB Label 'L' (ft) (ft) (ft) (ft) (Pit) (PIFrom to (ft) (lb) (lb) m Grade Size A –y C, Co Cr,v R, (Ib) Rb (Ib) (ft -Ib) (ft -Ib) (lb) (lb) (in) (in) 'C') 'C') Camb Check 17.5 0.21 0.6 1 SPF 2x6 1.15 1.15 1.30 74 74 323 948 70 854 0.611 1.750 0.303 0.875 0.35 D 17.5 1.79 5.4 1 SPF#2 2X12 1.15 1.15 1.00 631 631 2762 3051 564 1747 0.611 1.750 0.303 0.875 0.91 M 4009 ALLISON ST. City of ��/ W heat age /Com& DMLorMI APPROVED Reviewed for Code Co ice l/ IT i4 Plans Examiner D.•le VtsRd'RY d pef/n�: The esuonce o/a pern�.r�r op/ei�sd a; : Erns spenjKatgnf and computations shot/ not be a permit for, . .M pp"M• 'i. orry viololion to any of the provisions of the building code or of ohrCilYo• ponces. ftn^ft presuming to give authority to violate of co,, thf pwis,uns of the SuOding codes or other ordinmsces of the City shot# no r ue t1e1N. ( ;(0o Y\1 0� J PROJECT SUMMARY ,'System Size: 3.42 kW PV Watts: 4,815 AC kWh/Year Module: (12) Silfab SLA285M Inverter: (1) Solar Edge SE380OH—US —1 Strings of 12 Modules Racking: Rock—It w/ Flat Flashing ,.-,Snow Load: 30 psf ✓Wind Load: 105 mph, Class C Interconnection: Load Side Interconnection (20A Breaker) Roof: 25yr Comp. Shingle (N 1yrs, New) Single Layer of Shingles Array 1 (4,815kWh) Tilt: 13' f%,?ADO LIC, Azimuth: 180' Gp �•M.,.�y�, Installer: SunTalk -.:J SL: Utility: Xcel 1569m® AHJ: City of Wheatridge CU CU CU CU 1-f It � CT M M 0 0 M M (L LL E n O U 0 L � d d v 3 o� E_ z� CL v n a sc Q w z LL a � U � F d A Z Z 0 m 0 0 F- 00 cno00 MLLJ GoU a1Uo r- a�n2W� ! ci J mQ�LO �o a ~ao=0 70H N0. 8961 DATE 8/17 17 SHSSr N0. 1.0 CONTENTS "'ONAt EN"� 1.0 Cover Page 11/6/17 t" < 1.1 : Site Plan Vector Structural Engineering has reviewed the existing structure with loading from the solar array 1.2 Module Layout and lag screw connections to the existing framing. ps 3 Ross Gress far Less The design of the racking system, connections. and 1.3 Details all other structure is by others. Electrical, mechanical, architectural. and all other nonstructural aspects of 2.0 Single n g l e Line D i a r a m the design by g are others. co 3.0 Calculations 0 t.3 3.1 Placards vALI, Big Lots( 3.2 Placard — Rapid Shutdown 4.0 NREL PV Watts United States 5.0 Commissioning Postal Service 41 Sf Ave, W 41st Aye. , 14009 Component Specification Sheets Z co Allison Street "' City of r Wheat Ridge �Z rn McDonald's �� Building Divison l Wi Ave oa n® I n Q R a v 667 W. GALENA PARK BLVD. STE. 701 PHONE (BC 7) 990-1775 DRAPER, UTAH 84020 www.vEcT RHE.com x VSE PROJECT NUMBER: 02332.0085.171 CU CU CU CU 1-f It � CT M M 0 0 M M (L LL E n O U 0 L � d d v 3 o� E_ z� CL v n a sc Q w z LL a � U � F d A Z Z 0 m 0 0 F- 00 cno00 MLLJ GoU a1Uo r- a�n2W� ! ci J mQ�LO �o a ~ao=0 70H N0. 8961 DATE 8/17 17 SHSSr N0. 1.0 1Y AT 180 AZIMUTH 25YR COMP. SHINGLE ROOF HYRS, NEW) i N 4009 ALLISON ST. (SINGLE LAYER) 1,1 4009 ��LISIN ST., SOLAR LAYOUT SCALEf 3/32 r' O ('P`VD�Wt" U Mp'�1 gm te. ��N'Do� EQUIPMENT SCHEDULE (!)MODULES OINVERTER Q3 PV DISCONNECT OPV PROD METER 5OMAIN PANEL ©UTILITY METER City 01 Wheat Ride 1 guildin9 plvison LABEL UTILITY METER AND PV PROD METER PH❑TOVOLTAIC SYSTEM CONNECTED U (ICFy 144. ,�•.es�, 11/6/17 Vector Structural Engineering has reviewed the existing structure with loading from the solar array and lag screw connections to the existing framing. The design of the racking system, connections, and all other structure is by others. Electrical, mechanical, architectural, and all other nonstructural aspects of t e esign are y of e 19 R9 $51 W. GALENA PARK BLVD. STE. 101 PHONE fBE? 1 ) 990-7 775 DRAPER. UTAH 84020 WWW. VECTDRSE.CDM VSE PROJECT NUMBER: U2332.0085.171 %0 `,.0 N tU N (U 0� O� M M 0 CD M M E r, 0 C o _d o O ut M z0) F- W J 3 3 F F F M EX Z(L a c n xa Q Q A r 0 0 0 w pq U d U F 7 z z 0 m a I� O O 00 cn 0 W Z U � ,U rh p 0 L I moaQ° =12owF-, 0"QO=O 0 -q- to JOB NO. 8961 DATE 8 17 17 SHEET NO. 1.1 NEI ltd 3 Jund ion 1�ox I 4009 ALLISON ST., RACKING LAYOUT SCALE: 3/16' = Y-0' 0 f.0 a 11/6/17 Vector Structural Engineering has reviewed the existing structure with loading from the solar array and lag screw connections to the existing framing. The design of the racking system, connections, and all other structure is by others. Electrical, mechanical, architectural, and all other nonstructural aspects of the design are by others. City of Wheat Ridge �YECTOR n O l n■ s R s 651 W. GALENA PARK BLVD. STE. 107 PHONE (ELY 7) 990-7775 DRAPER, UTAH B4020 WWW.VECrORSE.COM VSE PROJECT NUMBER: U2332.0085.171 OD M %D 1,0 N N N N V V 0� O� M co CD 0 M co 11 L� E O lJ L d J,. O d ■ I— 3 3 3 OCo Co v = Z F- d s Q Q U Z LL 7 F d A z z 0 5m5 ba cw M M O O 00 H V) O wZUCO C. m0 O �t �pq�Nwt` ofMM - O CD Ln wOa<� w�Owr� 0QO=O JOB NO. 8961 Hexa 8/17 17 SHIM NO. 1.2 FLASHING SLAG DECKING 4009 ALLISON SCALES V = V-0' ATTACHMENT AC DISCONNECTS PHOTOVOLTAIC SYSTEM CONNECTED UTILITY METER SOLAREDGE RAPID SHUTOWN SYSTEM MAIN ELECTRICAL PANEL INTERCONNECTION ❑CPD WMA 00 v Fg Wv N (U (U (U 44 0 0 0'+ 0s M C5 0 0 m (� O U i d O v, d T ai d z C ~ lc � 3 3 TIPT11 cn 3 3 om E _ z� as sQ< z 0 Cmi O O 00 cn 0 800 W Z � p w U �t 0�LW1� 0 (D ZQECUO M:2OWr) 0a0=0 o-t3::n JOB NO. 8961 DATE 8/17/17 SHEET NO. 1.3 AUX GRDUNI ARRAY SPECIFICATI❑NS 3,42 kW (12) SILFAB 285W MODULES 1 STRING OF 12 MODULES MODULES SPECIFICATIONS MANUFACTURER, SILFAB MODELiSLA285M VOC, 39.1 V VMP, 32.0 V ISC, 9.47 A IMP, 8.91 A aVOC, -0.30%/"C INVERTER SPECIFICATI❑NS MANUFACTURERS SOLAR EDGE MODEL, SE380OH-US INVERTER ❑UTPUTt 3.8kW INVERTER VOLTAGEi 240 V INVERTER CURRENT, 16,0 A CONT, CURRENTi 20.0 A EQUIPMENT SCHEDULE (D(12) SILFAB SLA285M SOLAR MODULES. (R)SOLAR EDGE P320 OPTIMIZERS (EACH STRING OF OPTIMIZERS LIMITED TO 35OVDC NOMINAL OUTPUT). 03 OUTDOOR JUNCTION BOX. ®SOLAR EDGE SE380OH-US GRID -TIE INVERTER, 240VAC OUTPUT, WITH INTEGRATED DC DISCONNECT, ARC FAULT PROTECTION, AND INTERNAL RAPID SHUTDOWN. UL 1741 AND IEEE 1547 COMPLAINT. Q200A, 1 PH LEVER BY-PASS PV PRODUCTION METER. THE SELF-CONTAINED METERING WILL BE IN COMPLIANCE WITH THE MOST RECENT REVISION OF THE XCEL ENERGY STANDARD; SPECIFICALLY SECTION 4.13. THE PV PRODUCTION METER WILL BE REQUIRED TO HAVE THE PV GENERATION WIRED TO THE LINE SIDE TERMINALS (TOP OF METER BLOCK). THE METER SOCKET FOR THE PV PRODUCTION METER SHALL BE MARKED WITH A STAMPED BRASS, ALUMINUM, OR STAINLESS STEEL TAG, INDICATING THE ADDRESS INCLUDING THE UNIT, TYPICALLY LABELED "PV PROD" IN ACCORDANCE WITH WITH THE REQUIREMENTS FOR "METER IDENTIFICATION" IN SECTION 4.14.4 OF THE XCEL ENERGY STANDARD. PV PRODUCTION METER SHALL BE LOCATED WITHIN TEN (10) FEET OF THE EXISTING UTILITY METER. IF THERE IS ANY REASON THIS CANNOT BE ACCOMPLISHED, A SITE PLAN SHOWING THE PROPOSED EQUIPMENT LOCATIONS SHALL BE SUBMITTED FOR REVIEW. THE LOCAL METER SHOP MUST APPROVE THE SITE PLAN FOR THE APPLICATION APPROVAL; SITE MEETINGS CAN BE ARRANGED UPON REQUEST. ' " EQUIPMENT SCHEDULE CONT. © PROVIDE A 2 -POLE 240VAC 30A OUTDOOR , NEMA 3R SERVICE RATED DISCONNECT. PHOTOVOLTAIC DISCONNECT SHALL BE VISIBLE, ACESSIBLE, LOCKABLE, LABELED "PHOTOVOLTAIC AC DISCONNECT" WITHIN 10 FEET OF ELECTRICAL METER. PROVIDE A 2 -POLE 20A CB IN EXISTING 240V MAIN ELECTRICAL PANEL WITH 60A MAIN BREAKER AND 100A BUSS. c_ FEEDER SCHEDULE (DPROVIDE 1 #10 AWG(+), 1 #10 AWG(-) PV WIRE (-40- LENGTH). OPROVIDE A #6 AWG GROUND. OPROVIDE 1 #10 AWG(+), 1 #10 AWG(-) THWN-2, 1 #10 AWG IN 1/2" C. (-20- LENGTH). QPROMDE 3 #6 AWG THWN-2, 1 #10 AWG (G) IN A 3/4" EMT C (-5' LENGTH). [LITY JE GENERAL NOTES (1) MINIMUM PERMANENT SIGNAGE (YELLOW PLACARD, BLACK LETTERING): (A) ON COVER OF VISIBLE UTILITY DISCONNECT - "PHOTOVOLTAIC SYSTEM DISCONNECT" (B) ON FRONT COVER OF MAIN SERVICE PANEL "WARNING: THIS PANEL ALSO FED BY SOLAR ELECTRIC SOURCE." (C) ON BILLING METER AND PV PROD METER - "PHOTOVOLTAIC SYSTEM CONNECTED" (2) SIGNAGE OTHER THAN THAT GIVEN IN (1) ABOVE MAY BE REQUIRED (3) PV MODULES, STRING COMBINERS, GFI, DC DISCONNECT, INVERTER, AC DISCONNECT, AND UTILITY DISCONNECT ARE UL -LISTED. (4) ALL GROUND SYSTEMS ARE BONDED TOGETHER. (5) INTERCONNECTION WILL BE PER LOCAL UTILITY REQUIREMENTS (DOUBLE -POLE CB OR LINE SIDE TAP). (6) SYSTEM CANNOT BE TESTED ON LINE UNTIL APPROVED BY UTILITY. (7) THE PHOTOVOLTAIC SYSTEM OL BE INSTALLED IN COMPLIANCE WITH ARTICLE 690 OF THE 2014 NEC. (8) ALL WIRES MUST BE COPPER AND SIZED FOR A MAXIMUM 2.0% VOLTAGE DROP. CD all (L (U ni (U 44 0 0 c� G� m m 0 0 M M O` L� E O u E d O N d 3 F N c 3 3 O E _ Z ~ s¢ a o z . a W� a z 0 M M O O 00 1- cn 0 00 Lu Z U mUwD O Ld Acoco _lp ZQ�c(O M:20W 0r7 tiQ0=O D d- r7 JOB NO. 8961 DATE 8/17/17 SHEET NO. 2.0 ARRAY SPECIFICATIONS 3.42 kW (12) SILFAB 1 STRING OF 285W MODULES 12 MODULES MODULES SPECIFICATI❑NS MANUFACTURER; SILFAB M❑DEL:SLA285M VOC; 39,1 V VMP; 32,0 V ISC; 9.47 A IMP; 8.91 A aVOC;-0,30%/°C MODULE TO SOLAR EDGE (MANUFACTURER WIRE) VOLTAGE; 44,97V x 1 = 44.97 V AMPS; 9,47Ax1,25 = 11.84 A INVERTER SPECIFICATI❑NS MANUFACTURER; SOLAR EDGE MODEL: SE3800H—US INVERTER OUTPUT: 3,8kW INVERTER VOLTAGE; 240 V INVERTER CURRENT; 16.0 A CONT. CURRENT; 20.0 A SOLAR EDGE TO JUNCTION BOX #10 AWG PV WIRE, #10(G) VOLTAGE; 380 V (POWER LIMITED) AMPS; 15,OAxl,25 = 18.75 A CONDUCTOR: 40Ax0,8x0.77 = 24,64A 24,64 A > 18.75 A PER 690,8(B)(2)(1o) JUNCTI❑N BOX TO INVERTER #10 AWG THWN-2, #10(G) VOLTAGE; 380 V (POWER LIMITED) AMPS; 15,OAx1,25 = 18.75 A CONDUCTOR: 40Ax0,8x0,77 = 24.64 A 24.64 A > 18.75 A PER 690.8(B)(2)(10) TEMPERATURE FOR (80033) PER ASHRAE; LOWEST; —25°C —13°F HIGHEST; 34°C 93°F TEMPERATURE CALCULATI❑NS; 44,97 V = 39,1 V x (1+((-25°-25°C)x-0,30%/°C)) 93°F+40°F = 133°F 0.77 CORRECTION FACTOR FOR 90°C 0,65 CORRECTION FACTOR FOR 75°C (TABLE 310,15B21o) INVERTER TO AC DISCONNECT #6 AWG THWN-2, #10(6) VOLTAGE; 240 V AMPS: 3,8kW/240VxL25 = 19.79 A BREAKER; 20A AC DISCONNECT TO MAIN PANEL #6 AWG THWN-2, #10(0) VOLTAGE; 240 V AMPS; 3.8kW/240Vx1,25 = 19.79 A BREAKER; 20A LOAD SIDE INTERCONNECTION MAIN BUS; 100 A ALLOWABLE: 100A A X 120% = 120A 60 A MAIN + 20 A PV = 80 A City Of 120 A > 80 A Wheat Ridge SYSTEM MEETS NEC 690,64 & 705,12(D) \,Building Div ro 0 0 00 ti0� w z v t �v p �t LncD c) to ro<QcD C2 0 LL, �Qoso 0 "t po 70H N0. 8961 DATE 8/17/17 SHM No. 3.0 4009 ALLISON ST. N 4009 ALLISON ST,, PLACARDS SCALE: 1/8' = F-0' PLACARDS 1Q ON JUNCTI❑N- WARNING: PH❑T❑VOLTAIC POWER SOURCE MAXIMUM POWER -POINT CURRENT: 8.9 ADC MAXIMUM POWER -POINT VOLTAGE: 380 VDC MAXIMUM SYSTEM VOLTAGE: 480 VDC MAXIMUM CURRENT: 11,8 ADC Q ❑N INVERTER: WARNING: ELECTRICAL SHOCK HAZARD IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED, PHOT❑VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN. Q ON AC DISCONNECTS: PHOTOVOLTAIC AC DISCONNECT NOMINAL AC VOLTAGE: 240 V RATED AC CURRENT: 16,0 A AC WARNING: ELECTRICAL SHOCK HAZARD D❑ TERMINALS ON BOTH LINE AND ENERGIZED ® ON PV PROD METER: PV PROD ZED NOT TOUCH TERMINALS. LOAD SIDE MAY BE ON MAIN SERVICE PANEL AND UTILITY METER: PHOT❑VOLTAIC SYSTEM CONNECTED City of Vvs,eat R;d9e m OS t0 t0 N N N N C) 0 C) 0 0� c� m m 0 0 M M N L� E O � U L � d U, '4 cl d a; � w 3 p 3 to 3 3 T--'--zFFFM ZCL CL ILL a z 0 M En_�u r7 0 0 00 U) 0 � U W Z � rn p m:�Ldr-, ME — CD rz O<QQD :20Wr� ~o't�� ]OB NO. 8961 DATE 8/17/17 SHEET NO. 3.1 4009 ALLISON ST. I,, c.n�iu -�iiviuwv/I i N EQUIPMENT SCHEDULE Ol MODULES ©INVERTER OPV DISCONNECT OPV PROD METER 05 MAIN PANEL ©UTILITY METER City Of Wheat Ridge 3WIding Divisr,,, n M O O 00 Wo LL, WCC O `t mir�Or c� �mQ�cLD �OLd �QOO JOB NO. 8961 nsrs 8/17 17 3HHST N0. 3.2 i;NREL RESULTSC 4, 815 kWh Year SysKm per c...... ynnge/ ,4./)3N 1.95TkWh per yegr near tlus u�atrnn n Month Solar Radiation AC Energy Energy Value (kWh/m2/dey) (kWh) (S) January 3 i 271 30 - February 3.76 299 33 w March 5.36 466 52 April 606 495 55 May 6.21 513 57 June 6.29 496 55 July 6.23 491 54 (n*aM> si vn August 6.19 481 i4 September 5.48 431 48 October 4.15 346 38 November 3.85 319 35 oizwna..usnc_ ,..•..:.N..>r December 2.20 196 12 Annoaf 4.91 4.814 Location and Station identification ' Reeaesled Location 4009 ALLISON ST, WHEATRIDGE, CO Weather Data Source (T Y3 DENVER/CENTEN11ML (GOLDEN-NREL(. CO 5.4 mi _ Lslitude 39.74° N Lon90uda 105.18-W a PV System Specifications iR�srcienoltfl DC Sys— Size 3.42 kW Modole Typo Standard ,m Array Type R -d {open rack) nwavuv anc>em Anay Tilt 13' Array Azimuth too- System Losses 14% Invertor Efficiency 96% DC to AC Size Ratio 1.1 Economics AverageCost of Electricity Purchased 0115lkWh from Utility Performance Metrics Capacity Factor 16.1% City of 'Alheat Ridge K NOTES: Cautions for Interpreting Results) Due to variations and the uncertainties associated with the weather data and the Model used to Model the PV performance, future Months and years may be encountered where the actual PV performance is less than or greater than the values shown in the table. The variations may be as much as 40% for individual months and up to 20% for individual years, Compared to long-term performance over many years, the values in the table are accurate to within 10% to 12%. MON (U (U (U (U 4 4 0 0 0� 0� M M 0 CD M M E L 10 E V) O c U o � j d o O N N gp 3 iit 3 3 kW- � E _ Z ~ a Ya � Q Q ppFqq � Q W � 6 Q z 0 rnRiLui 14) M O 0 00 (n O 00 LilZU� yU mOU)W� A M J o I zQ�c`�o o0LLd ~o0 0 JOB N0. 8961 Hera SHM N0. 4.0 General - Inf ormation: Surveyor --------------------- Date: ------------------------ Weather; --------------------- TiMe; ------------------------ Irracliance: -------------------- Cell Tempi -------------------- Ambient Tempi ---------------- Array Azimuth(s) Array Tilt(s); ------------------ Net Meter# ------------------- ❑ Verify all Labels are Installed ❑ Verify all Covers are Installed ❑ Verify Tools/Trash/Materials are removed Modules S/N Inverter S/N: ❑ Visually Inspect the Array ( s) ❑ Visually Inspect Grounding ❑ Conductivity of Grounding ❑ Verify Polarity at DC Combiner ❑ Measure V DC at DC Combiner Modules/String: /String Modules/String: /String String 1 V DC: / String 2 V DC: / ❑ Inspect Wire Managment ❑ Inspect Conduit/Home Run Voltage at Interconnection: ❑ Turn on Main Disco ❑ Turn on Other AC Disco (s) ❑ Verify Inverter Operation ❑ Note Inverter Readings V DC: A DC: V AC: Hz AC: AC Output (W) Shut System Down as Needed City Of /heat Ridge Module s s 0) cis N N CU N 44 0 0 O� m M t`M M � D_ l� E o � u D_ L d O 0 3 N 3 3 3 w� o� Z� a as x<< o�zLL� w� d Q z ra to 0 0 ao 00 CO Lu Z U MU 0� yDNwr` =m —' 0 co rz F- (0 w�OWNj �Qo=0 JOB N0. 8961 DATE 8/17/17 SMW NO. 5.0 Technical Datasheet • A 1 i Si SOLAR SILFAB SLA -M 280/285/290/295/300 The Silfab SLA -M 60 -cell monocrystalline module series is the result of the experience of the Silfab technical team, specialized in the entire photovoltaic value chain, with modules produced and operating for over 33 years. The SLA -M modules are ideal for ground -mount, roof -top and solar tracking installations where maximum power density is preferred. Maximum Efficiency 60 of the highest efficiency, best quality monocrystalline cells result in a maximum power rating of up to 300 Wp. (-0/+5W) module sorting achieves the maximum electrical performance of the PV system. Industry Experts Silfab's technical team has specialized experience in the entire photovoltaic value chain, with modules produced and operating for over 33 years. Highest Automation Strict quality controls during each step at one of the world's most automated module production facilities. Top quality materials and 100% EL testing guarantee a trustworthy 25 -year performance warranty. Reduced Weight Engineered to accommodate low load bearing structures while maintaining highly durable mechanical characteristics including a maximum loading of 5400 Pa. Available in Black �p,OE,N BAA• '.�` ARRA ZS Q TFREEF /HARRIIGH T -vA.U.. H A`Wr Electrical Specifications - Standa• Test Conditions Module Power (Pmax) Wp 280 285 290 295 300 Maximum power voltage (Vpmax) V 31.7 32.0 32.4 32.7 32.9 Maximum power current (Ipmax) A 8.83 8.91 8.97 9.04 9.26 Open circuit voltage (Voc) V 38.7 39.1 39.6 40 40.53 Short circuit current (Isc) A 9.40 9.47 9.54 9.61 9.76 Module efficiency % 17.1 17.4_ 17.8 18.06 18.8 Maximum system voltage (VDC) v 1000 Series fuse rating A 15 Power tolerance Wp 0/+5 Measurement conditions: STC 1000 W/m' • AM 1.5 • Temperature 25 "C - Measurement uncertainty s 3% • Sun simulator calibration reference modules from Fraunhofer Institute. Electrical characteristics may vary by m5% and power by -0/+5W. Tempe� Ratings Temperature Coefficient Isc %/K { 0.03 t`' Temperature Coefficient Voc %/K -0.30 Temperature Coefficient Pmax %/K -0.38 NOCT (t 2°C) C 45 Operating temperature C -40/+85 Mechanical Properties and Components Module weight (f 1 kg) kg 19 Dimensions (H x L x D; t 1 mm) mm 1650 x 990 x 38 Maximum surface load (wind/snow)* N/m2 5400 Hail impact resistance o 25 mm at 83 km/h Cells 60 - Si monocrystalline - 3 or 4 busbar - 156 x 156 mm Glass 3.2 mm high transmittance, tempered, antireflective coating Encapsulant PID -resistant EVA Backsheet Multilayer polyester -based Frame Anodized Al Junction Box 3 diodes-45V/12A,IP67 Cables and connectors* 1200 mm a 5.7 mm (4 mm2), gzx connector, MC4 comparable * See installation manual Module product warranty Linear power performance guarantee Product Factory Caution: Read the safety and installation manual before using this product. Third -party generated pan files from PV Evolution Labs are available for 280M, 285M, 290M, 295M and 300M. Silfab "' SOLAR Silfab Solar Inc. 240 Courtneypark Drive East • Mississauga, Ontario Canada L5T 2S5 Tel +1 905-255-2501 • Fax +I 905-696-0267 info@silfab.ca • www.silfab.ca 12 years 25 years > 97% end of 1 s[ year a 90% end of 1211 year >_ 82% end of 2511 year ULC ORD C1703, UL 1703, IEC 61215, IEC 61730, CEC listed UL Fire Rating: Type 2 (Type 1 on request) ISO 9001:2008 C E ® Fill OY) ICIYJ-- Fraunhofer 6E 0 .a solar - e SolarEdge Single Phas for North America SE3000H-US / SE380OH-US / SE5000H SE760OH-US t • Optimized installation with HD -Wave technology Specifically designed to work with power optimizers Record-breaking efficiency Integrated arc fault protection for NEC 2011 690.11 and integrated rapia shutdown for NEC 2014 690.12 Extremely small — High reliability without any electrolytic capacitors 1111111111111AID — Built-in module -level monitoring wave — Outdoor and indoor installation — Optional: Revenue grade data, ANSI C12.20 Class 0.5 (0.5% accuracy) USA -CANADA -GERMANY -ITALY -FRANCE -JAPAN -CHINA -AUSTRALIA -THE NETHERLANDS -UK -ISRAEL -TURKEY -SOUTH AFRICA -BULGARIA www.solaredge.us s o I a r• • � Single Phase Inverters for North America SE3000H-US/SE380OH-US/SE5000H-US/SE6000H-US/SE760OH-US SE3000H-US SE380OH-US SESOOOH-US SE6000H-USi SE 607 OH US— OUTPUT Rated AC Power Output �— 3000 3800 5000 6000 7600 VA Max. AC Power Output 3000 3800 5000 6000 ...... ............... 7600 .. VA AC Output Voltage Min. -Nom. -Max. (183 - 208 - 229) . ............ _. ........ ✓ _ .. ...... Vac AC Output Voltage Min. -Nom. -Max. (211 - 240 - 264) ( ✓ ✓ ✓ ✓ ✓ Vac AC Frequency (Nominal) 59.3 - 60 - 60.5(1' Hz Maximum Continuous Output Current 208V 24 A Maximum Continuous Output Current 240V ...... 12.5 16 21 25 ... 32 ...... A .... GFDI Threshold 1 . A Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes INPUT Maximum DC Power -...i .............. 4650 5900 7750 9300 ..... ............... 11800 W .......... Transformer -less, Ungrounded ,S0 Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current 208V . 15.5 ...... ... ........ Adc Maximum Input Current 240V .................... 8.5 10.5 13.5 16.5 I 20 ... .... .. Adc Max. Input Short Circuit Current ...................... 45 ......... Adc .......... Reverse-PolarityProtection ................... Yes ............. . Ground -Fault Isolation Detection ......................Y... .. ......1 600ks, Sensitivity _. .. .. .......... Maximum Inverter Efficient .... .. ............................... . 99 1 99.2 % CEC Weighted Efficiency 99 % Nighttime Power Consumption < 2.5 W SELF-SUSTAINING POWER OUTLET (OPTIONAL) — Nominal Output Voltage 120ut Maximum Out Power .......... ............................. ... 1500 =.WV External Outlet with GFDI Yes ADDITIONAL FEATURES Supported Communication Interfaces .. . . .. R5485, Ethernet, ZigBee (optional), Cellular (optional) ...... Revenue Grade Data, ANSI C12.20Optional0l . Rapid Shutdown - NEC 2014'6'9'0'.'l 2 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety UL1741, UL169913, CSA C22.2, Canadian AFCI according to T.I.L. M-07 Grid Connection Standards ................... IEEE1547, Rule 21, Rule14 (HI) ..... ............. ... Emissions _—.I-- - FCC Part 15 Class B INSTALLATION SPECIFICATIONS —� AC Output Conduit Size / AWG Range 0.75-1" Conduit/ 14-6 AWG DC Input Conduit Size / # of Strings / AWG Range 0.75-1" Conduit /1-2 strings/ 14-6 AWG Dimensions with Safety Switch HxWxD ............... 17.7 x 14.6 x 6.8 / 450 x 370 x 174 _ _ .... in/mm Weight with Safety Switch ..........., 25.3 / 11.5 ... Ib / kg ....... Noise <25 dBA Cooling Natural Convection Operating Temperature Range -13 to +140 / -25 to +601," (-40`F /,-.4.0'C option)'"., 'F /'C Protection Rating NEMA 3R (Inverter with Safety Switch) For other regional settings please contact SolarEdge support `$1 Depends on PV availability Revenue grade inverter P/N: SE_ a H-USOOONNC2 Power de -rating from SOT "'40 version P/N: SEx H-USOOONNU4 I Ullll���ailN 0 llllMl1lll111alllll! solar - • • = Rapid Shutdown Kit - Installation and Configuration (Single Phase Inverters) This document describes how to install the rapid shutdown kit in the SolarEdge Safety Switch, and how to enable the rapid shutdown feature in the inverter in order to provide the functionality described in the Rapid Shutdown clause of NEC2014 690.12 (1) through (4). Kit Contents Rapid shutdown cables Micro -SD card and SD card adapter with firmware files (Note: DO NOT THROW AWAY THE CARD AND THE ADAPTER; keep them for installation of other rapid shutdown kits) Cable Installation Perform this procedure before connecting the strings to the Safety Switch [Chapter 4: Connecting the AC and the Strings to the Safety Switch in the SolarEdge Installation Guide]. 1 Turn the inverter ON/OFF switch to OFF. If installing the kit in an inverter that is already operating, wait until the LCD indicates that the DC voltage is safe (<50V), or wait five minutes before continuing to the next step. 2 Turn the Safety Switch and the AC switch on the main circuit board to OFF. ' If you cannot see the inverter panel, or if a malfunction is indicated on the LCD panel, wait five minutes for the input capacitors of the inverter to discharge. 3 Loosen the four Allen screws on the front cover of the Safety Switch, and open the cover. 4 Carefully disconnect the two DC cab es from the left site of the switch and from the DC connection spring clamp terminals, as illustrated below'. Use a standard straight -bladed sc-ewdriver to discornect the cables from the terminals. Switch terminal block { Disconnect here _ -. -, , / • �'v�yl' J� _ F nC nnnnpctinn tprminals j` i `� J 10) Dlsconnecthere 0 c o e _0 4 , � VMa Y dot Figure 1: Inside the ACIDC Safety Switch ' The internal components may vary depending on the Safety Switch model; the figures in this documents show the AC/DC Safety Switch for single phase 7.6-11.4 kW inverters. Rapid Shutdown Kit Installation - MAN -01-00186-1.6 solar - • • c Rapid Shutdown Kit Installation and Configuration (Single Phase Inverters) 5 The rapid shutdown cables have a resistor connected to one end (on the red cable). Connect these ends to the switch, making sure that the red and black cables are reversed relative to the cables connected at the top of the switch (going into the DC side conduit between the inverter and the Safety Switch), as detailed below. Apply a torque of 2 N*m (18 Ib*in): If the cables at the top are red and black from left to right, connect as shown below. Red (+) Black(-) . 0 G W C)0 l o O d (J O on 3) Black (•) Red (+) with rapid shutdown resistor Figure 2: Rapid shutdown cable connected - option 1 If the cables at the top are black and red from left to right, connect as shown below. Black(-) Red (+) Red (+) with rapid Black (-) shutdown resin or Figure 3: Rapid shutdown cable connected - option 2 6 Use a standard straight -bladed screwdriver to connect :he other end of the rapid shutdown cables to the DC connection spring -clamp terminals: Connect the black cable from the switch to the DC- terminal block, and connect the red cable from the switch to the DC+terminal block. 7 Check that the cables are located and connected in the correct positions to ensure the rapid shutdown functionality. 8 Close the cover: Attach the switch cover and secure it by tightening the four screws with a torque of 0.9 ft.*Ib / 1.2 N*m. Rapid Shutdown Kit Installation - MAN -01-00186-1.6 W� 17 771 r o r OC DC• if 11 , a G -- 4 G 0 ;3 0 Red (+) with rapid Black (-) shutdown resin or Figure 3: Rapid shutdown cable connected - option 2 6 Use a standard straight -bladed screwdriver to connect :he other end of the rapid shutdown cables to the DC connection spring -clamp terminals: Connect the black cable from the switch to the DC- terminal block, and connect the red cable from the switch to the DC+terminal block. 7 Check that the cables are located and connected in the correct positions to ensure the rapid shutdown functionality. 8 Close the cover: Attach the switch cover and secure it by tightening the four screws with a torque of 0.9 ft.*Ib / 1.2 N*m. Rapid Shutdown Kit Installation - MAN -01-00186-1.6 W� solar • ! = Rapid Shutdown Kit Installation and Configuration (Single Phase Inverters) Inverter Software Compatibility Check and Upgrade Perform this procedure after activating the inverter [Step 1 in Chapter 5: Commissioning the Installation of the SolarEdge Installation Guide], and before pairing (Step 2 in Chapter 5 of the SolarEdge Installation Guide). To use the rapid shutdown feature, the inverter communication board firmware (CPU) must be: • Version 2.0700 or higher, if the CPU version is 2.Oxxx • Version 3.0700 or higher, if the CPU version is 3.Oxxx To check the inverter CPU version: 1 Verify that the inverter has been activated using the activation card supplied with the inverter. 2 Press the LCD light button short presses until the screen below is reached. I D : # # # # # # # # # # D 3 P 1/ 2: x. x x x x/ x. x x x x C P D 0 0 0 2. 0 7 0 0 C o u n t r y: X X X X X 3 Check the CPU version number. If lower than 2.0700, upgrade the inverter software as described below; otherwise proceed to "Power Optimizer Pairing". To upgrade the inverter software: Use the supplied SD card adapter or the micro -SD card, whi:h can be removed from the adapter, according to the activation card slot on your inverter communication board, labeled � 1� 0 1 Verity that the AC breaker connected to the inverter is DFF. 2 Open the inverter cover's six Allen screws and carefully pull the cover horizontally before lowering it, as described in its manual. 3 Insert the card into the card slot on the communication board. If the communication board has an SD card slot, use the supplied SD card adapter. If there is a micro -SD card slot, remove the micro -SD card from the adaptor and insert it. 4 Close the inverter cover and turn the AC on. If upgrade is required (as described above), it starts automatically. 5 Wait for the message "Done" to be displayed on the LCD. 6 Verify the correct version as described above. 7 Remove the card from the inverter and keep it for additional kit installations. Power Optimizer Pairing Pairing at this stage will reprogram the power optimizers to perform rapid shutdown. 1 Verify that the ON/OFF switch at the bottom of the inverter is OFF. 2 Turn ON the AC breaker and the Safety Switch. 3 Perform Pairing as described in Step 2: Pairing, of Chapter 5: Commissioning of the SolarEdge Installation Guide. Enabling Rapid Shutdown There is an option in setup mode to enable the functionality of rapid shutdown. 1 Verify that the ON/OFF switch at the bottom of the inverter is ON. 2 Enter Setup mode by pressing and holding the LCD light button. 3 Select Maintenance + Optimizer Conf. + Set Rapid Shutdown. • Whenevar replacing, removing or adding a component in the string, perform Pairing and rapid shutdown setting. Troubleshooting If the inverter does net enter production mode and the LCD displays Night Mode, the connection order of the rapid shutdown cabieh 111ay bt! imuiiect. Recheck the cables and make sure that the rapid shutdown cables connected to the bottom of the switch are reversed relative to the cables connected at the top of the switch (see Figure 2 and Figure 3). Rapid Shutdown Kit Installation - MAN -01-00186-1.6 solar - @ SolarEdge Power Opti Module Add -On For North PV power optimization at the module -level — Up to 25% more energy — Superior efficiency (99.5%) — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module -level monitoring — Module -level voltage shutdown for installer and firefighter safety USA. -CANADA -GERMANY -ITALY -FRANCE -JAPAN -CHINA - AUSTRAUA - THE NETHERLANDS - UK - ISRAEL - TURKEY -SOUTH AFRICA - BULGARIA- INDIA www.solaredge.US solar" • • SolarEdge Power Optimizer Module Add -On for North America P300 / P320 / P370 / P400 / P405 P300 P320 P370 P400 P405 for 60 -cell mod- for high-power (for higher -power for 72 & 96 -cell ( ( g power 60 and 72 -cell ( (for thin film ules) 60 -cell modules) modules) modules) modules) INPUT Rated Input DC Power" 300 320 370 400 405 W Absolute Maximum Input Voltage � Voc at lowest tem ...... ................. 48 60 80 125 Vdc MPPT Operating Range 8-48 8: 60 8 80 1 12.5 - 105 . Vdc Maximum Short Circuit Current (Isc) 10 11 10.1 . Adc Maximum DC Input Current 12.5 13.75 j 12:63_ Adc Maximum Efficiency .. . .... . ....................... 99.5 % Weighted Efficient. 98.8 % Overvoltage Category I I OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60' ( 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power 1 Vdc Optimizer - STANDARD COMPLIANCE EMC ...... . FCC Part15 Class B, IEC61000 6-2, IEC61000-6-3 ......_.... ............. ------ Safety Y............ IEC62109-1. (class 11 safety), UL1741 RoH5 Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage ......................... ... 1000 Vdc Compatible inverters ....... .................. ............- ......... ., ............... All SolarEdge Single Phase and Three Phase inverters .. Dimensions (W x L x H) 128 x 152 x 27.5 / 5 x 5.97 x 1.0$ 128 x 152 x 35 / 128 x 152 x 50 / mm/in 5x5,97x1.37 5x5:97x1.96 Weight (including cables) 630 / 1.4 I ........ 750/1.7 845 / 1.9 gr/ I.b Input Connector MC4 Compatible MC4 / MC4 Compatible Amphenol AH4 I I Double Insulated; Output Wire Type / Connector Double Insulated; MC4 Compatible MC4 / Double Insulated; MC4 Compatible Amphenol AH4 Output Wire Length 0195/3.0 1,2/3.9 m / ft Operating Temperature Range -40 - +85 / -40 - +185 'C/'F Protection Rating ( IP68 / NEMAfiP Relative Humidity. Rated STC power of the module. Module of up to +5% power tolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE A SOLAREDGE INVERTER(2113) HD -WAVE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length (Power Optimizers) 8 10 i 18 Maximum String Length (Power Optimizers ......... 25 25 50 Maximum Power per String 5700 (6000 with 5250 6000 12750 W SE7600H-US) Parallel Strings of Different Lengths or Orientations Yes izl For detailed string sizing information refer to: http:/, www.solaredge.com/sites/default/files/string_sizing_n..pdf. t3) it is not allowed to mix P405 with P300/P370/P400/P600/P700 in one string. Amy LAYOUT Find the required structural attachment points. Mark these using a vertical (N -S) chalk line on the center of the rafters. Spacing may vary depending upon project specific structural requirements; i.e. high snow and wind load areas may require lesser bracket spacing in the E -W axis vs. the maximum spacing. Max spacing is 48"for portrait orientation and 72"for landscape orientation. Consult project layout diagram for project specific bracket spacing on the roof. Install Rock -It Mounts to predetermined mount spacing. The array skirt sections are the width of a typical 60 cell module - use the array skirt as a guide to lay out module placement. Note: The distance between the rows of mounts is calculated by the module dimension N -S plus 1 3/8" (35mm). Lag screw should be installed as close to center of exposed shingle as possible. The minimum distance between the lag screw and the edge of the shingle is 1/2". GreenFasTen FLaSHinG insTaLL position for each GreenFasten flashing. vertical lines to mark the installation 2 Drill a pilot hole (1 /4"diameter) for the lag bolt. Backfill with sealant. EcoFasten Solar recommends an EPDM mastic. 3 Insert the flashing so the top part is under the next row of shingles and pushed far enough up slope to prevent water infiltration through vertical joint in shingles. The leading edge of flashing must butt against upper row of nails to prevent turning when torqued. 4 Line up pilot hole with GreenFasten flashing hole. Insert the lag bolt through the EPDM bonded washer, the Rock -It slide, the gasketed hole in the flashing and into the rafter. Torque: The range is between 100-140 torque inch -pounds depending on the type of wood and time of year. The visual indicator for proper torque is when the EPDM on the underside of the bonded washer begins to push out the sides as the washer compresses. If using an impact wrench to install the fasteners be careful not to over torque the fastener. You may need to stop and use a ratchet to finish the install. *The Engineer of Record shall check capacity of rafter to support lag screw loading. www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 GrounDinG inFormaTion The rail -free Rock -It System may be used to mount and ground PV modules that comply with UL 1703, only when that specific module has been evaluated for mounting and grounding, in compliance with the included installation instructions. Note: Grounding lug must be visible to inspectors from the entire perimeter of the PV array. Multiple Use Grounding Pins Grounding pins within the Mid -Clamp are multiple use bonding/grounding devices. Modules will need to be adjusted if the Mid -Clamps are loosened to ensure there is "new" metal to pierce into upon retightening. V µ�k 1, L7�3 Grounding Method I"'��l��g � �P�Uv . Rock -It 2.0 Mount bonds N -S rows of modules K �CAAO Rock -It 2.0 Coupling bonds E -W rows of modules �'` V�1 Array Skirt 2.0 bonds E -W along the entire array when installed `�\�l � t 't t One Bumcly CL50-1 TN ground lug is required per PV array, limited to 300 modules placed in either portrait or landscape orientation. BonDinG AssemBLY anD BonDinG PATH www.ecofastensolar.com Bond Path i Grounding Lug - Equipment Grounding Conduct., (EGCI- generally to earth e.nunn Rock -It Coupling Rock -it Mount Rock -It Array Skirt Bond Path Grounding Lug - Equipment Grounding COndUCCO( (EGCL ge�x: ally [u eanli Rround Rua -It Coupling Rock -IS Mount Pock -It Array Skirt Integrated Bonding info@ecofastensolar.com Bond Path M Grounding Lug - Equipment Grounding Conduct., (EGC} generally to —tn groutw ■ Rock -It Coupling Rock -it Mnunt Rock -It Array Skir[ 877-859-3947 12 THermaL EXPanslon anD BonDInG A thermal expansion gap is required per each continuous 40' length of modules. Omit a coupling and leave a 2" gap in the array skirt and also between the modules at that point. BracKeT sPaclnG Portrait Orientation 32mm, 35mm & 40mm Modules: Maximum east/west bracket spacing is 48" OC. Landscape Orientation Bond Path Grounding lug Equipment Grounding ConductortEGC} generally to earth F round Rock -it Coupling ■ Rock -it Mount —Rock -It Array Skirt Max east/west bracket spacing is 72" OC. 32mm Modules: Max east/west bracket spacing is 48" OC. Spacing may vary depending upon project specific structural requirements; i.e. high snow and wind load areas may require lesser spacing E -W than the maximum. sTaGGereD LaYOUT Staggered Mounting Points Rock -It Mount -Rock-It Coupling The array layout instructions in this installation manual offer a general overview of layout. Periodically, due to a variety of factors (roof obstacles, shading, etc.) other layouts are required. canTlLeve r anD OFFseT s a Cantilever Offset I► i Cantilever: Maximum cantilever is 1/3 bracket spacing. For portrait orientation installations, check layout prior to installing. Offset: Offset from all roof edges depends on wind speed, snow loads, local fire and building codes per location www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 13 Product data sheet DU222RB CATALOG NUMBER Characteristics SWITCH NOT FUSIBLE GD 240V 60A 2P BYPASS DIMENSIONS NEMA3R LINE LOAD Product availability: Stock - Normally stocked in distribution facility W �� H" Price': 353.00 USD 2 3 Main 5 6 Commercial Status Commercialised OH/UG U4801 -XL -5T9' Product or component Single Throw Safety Switch #6-350 #6-350 type 4'/a 13 [in] rated current 60 A 3 21/2 Product certifications UL listed 3 Ye l NEMA degree of NEMA 3R 5 OH/UG protection H.O. #6-350 Disconnector device Non -fusible disconnect LEVER 47/8 type m 3 Device composition None m 3 Device mounting Surface 0 c 7 Number of poles 2 > as H. 0. Electrical connection Lugs m i? LEVER Series name General duty U m N m 19 3 % U 3 3 '/4 Ordering and shipping details m L d a o m Category 00106 - D & DU SW,NEMA3R, 30-200A Discount Schedule DE1A » = H U U d C GTIN 00785901491491 a '� r v o m - nmu3g Nbr. of units in pkg. 1 2 Package weight(Lbs) 4.70 nc g . = o o m m Product availability Stock - Normally stocked in distribution facility o y a o Returnability Y gs 5 J N O - Country of origin MX m m' = o E oa o 82 rda m N ,p Zn C Contractual warranty � m o = 0 = > m momma Period 18 months .T mem L m -C Y m a amort am m O EAR `oa8 ° m m m » am m `o o m m C n R cha= yC m m a = c m o' n� a 3 c 12 » c o N m m o Q E w m m U 9 m j m C m G O J � m c p c0 TW c m m v 0.00 o�m'n c95_c L L m z Oct 13. 2014 Schneider PIMILBANIC 200AMP-5 & 7 TERMINAL— RINGLESS— 600 VAC 10 �t 'pro - X00 s 4 4801 U4801 -XL -5T9 0t-n x U4551 -RR 4551 @3000, 4701 L 04701 -RRL 200 AMP -5 & 7 TERMINAL—RINGLESS —10 OR 1 303W TERM SERVICE CATALOG NUMBER HUB CONNECTORS BYPASS DIMENSIONS CONCENTRIC KO'S LINE LOAD D �� W �� H" 1 2 3 4 5 6 5 OH/UG U4801 -XL -5T9' C.P. #6-350 #6-350 LEVER 4'/a 13 19 3 21/2 3 3 Ye l /V/z 5 OH/UG U4551 -RRL H.O. #6-350 #6-350 LEVER 47/8 13 19 3 21h 3 3 '/4 '/a,'/2 7 OH/UG U4701 -RRL H. 0. #6-350 #6-350 LEVER 41A 13 19 3 21h 3 3 '/4 '/4,112 HUBS: For proper hub selection see the hub suffix chart on the accessory page. BYPASS: Lever bypass and the lever supplies clamping action on jaws. ' FACTORY -INSTALLED FIFTH TERMINAL: Includes factory installed fifth terminal in the 9 o'clock position. 10 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: L/ D q - !- r .1l / Job Address: 1-4 o o c7 A Ilr s on S Permit Number: -0 Q / -7 0 5"'S �C,-: a Ale In r ('ils aee, -7 C C)i�rf0�/twx jo_� Cc3r- ❑ No one available for inspection: Time 2zq? (Nf/PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303 -234 - Date: / c / g 1-7 Inspector: -7-b DO NOT REMOVE THIS NOTICE City of Wheat Ridge "�` Residential Solar PERMIT - 201707703 PERMIT NO: 201707703 ISSUED: 10/09/2017 JOB ADDRESS: 4009 Allison ST EXPIRES: 10/09/2018 JOB DESCRIPTION: Permit for a roof mounted PV system with 6.27 KW 22 modules, 1 inverter with optimizers, no upgrade to the system. Grid tied. This system will have structural upgrades under one array. *** CONTACTS *** OWNER (303)656-7448 SCHNEIDER AUBRE D SUB (303)904-2268 Ray Williams 120156 Suntalk Solar *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,108.00 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 ermrt. 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�l�a`brk to be performed is disclosed in this document and/or its'�accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I � 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 or any ordinance or ulation of th' ins'j'u�r°iissdictiioon.. 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. City of _ Whcat R1 ¢e Date: 9/26/17 COMMUNITY DEVELOPMENT •`�c� Plan # -71 Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Permit # Office: 303-235-2855 * Fax: 303-237-8929 Inspection Request Line: 303-234-5933 m Building Permit Application��%! (Complete all highlighted areas) Property Address: 4009 Allison St, Wheatridge, CO 80033 Property Owner (please print): Damon Brune Phone: 303-656-7448 Mailing Address: (if different than property address) Address: Same as Above City, State, Z' Contractor: _ SunTalk Solar Contractors City License #: 120 156 Phone: 303-751-6353 Sub Contractors: Electrical: Plumbing: Mechanical: City License # City License # City License # Description of work: (Fully describe work to be performed - Attach additional sheet if necessary) 6.27 kW residential roof -top solar PV--grid-tied, flush -mounted. Contract value of all work: s 14.108.00 c�h(q, u�g���S / ✓�Q,/�lMr $ jl J If1 Review Fee (due at time of submittal): Squares BTU's Gallons Amps . Sq Ft. $ 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 Whcat 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 pertbrm 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. CIRCLEONE: (01V ER) (COA'TRACTOR) or (91'TN0RIZEDREPRESFA'T.4TXE) of (Dli'N'ER) (COATRACTOR) PRIN NAME: Mike Sharpe stc ATiIRF: __///e5;?:7��_ ` J DATE: 9/26/17 DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer BUILDING DEPARTME MMENT , Revie r. PUBLIC WORKS COMMENTS: " ( OCCUPANCY: Reviewer: FIRE DEPARTMENT 0 approved w/ comments 1] disapproved 0 no review required ' Bldg Valuation: $ YFECTOR n I n E s r s VSE Project Number: U2332-0085-171 September 13, 2017 Suntalk Solar Energy Solutions ATTENTION: Michael Sharpe 9900 E. 51 st Ave. Denver, CO 80238 REFERENCE: Damon Brune Residence (H8961-7): 4009 Allison Street, Wheat Ridge, CO 80033 Solar Array Installation To Whom It May Concern: We have reviewed the documents provided by Suntalk Solar Energy Solutions relating to the installation of the solar array at the above -referenced site. Based upon our review, it is our conclusion that the installation of the solar array on this existing roof will require retrofit to the roof structure. The existing rafters under the solar arrays that have 2 rows of panels will need to be sistered with new 2x12 rafters attached with 16d sinkers at 8" O.C. staggered. The existing rafters under the solar array with 1 row of panels will need to be sistered with new 2x6 rafters attached with 16d sinkers at 8" O.C. staggered. It is our understanding that the structural components of the existing roof framing are in good condition and free of damage. The design of the solar panel racking (mounts, rails, etc.) is by the manufacturer or contractor. Please note a representative of Vector Structural Engineering has not visited the site; however, a site survey has been performed by Suntalk Solar Energy Solutions and photos of the existing structure have been submitted for review. Design Parameters Code: International Building Code, 2012 Edition Risk Category: II Design wind speed: 105 mph (3 -sec gust) per ASCE 7-10 Wind exposure category: C Ground snow load: 30 psf Existint Roof Structure Roof structure: 2x6 rafters @ 24" O.C. (timber grade: SPF#2) Roofing material: composite shingles South roof slope: 13° East roof slope: 16° Connection to Roof Mounting connection: (1) 5/16" lag screw w/ min. 2.5" embedment into framing at max. 48" O.C. along rails Conclusions Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight of the solar array is 3 psf or less. In the area of the solar array, other live loads will not be present or will be greatly reduced. See attached calculations for retrofit beams adequacy. Zol1ol103 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse. 1"47 VSE Project Number: U2332-0085-171 Damon Brune Residence T9/13/2017 E n G I n E E R S The solar array will be flush -mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. The connections to the existing roof shall be spaced at 48" maximum. Because lateral loads are increasing by less than 10%, the installation of the solar panels meets the requirements in Section 3403.4 of the 2012 IBC. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry -wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as -built condition of the structure and the condition described in this letter be found. Particular attention must be paid to the maximum allowable spacing of connections and the location of solar panels relative to roof edges. Connections to existing roof framing must be staggered so as not to overload any existing structural member, except at array ends. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. Electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING, LLC Clifton Palmer, P.E. CO License: 0051669 - Expires: 10/31/2017 Project Engineer Enclosures CMP/mjb s{, 01669 09/13/2017 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com YE n G T R n E E F? S PROJECT: Damon Brune Residence Com onents and Cladding Wind Calculations Label: Isolar Panel Array SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 105 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: JOB NO.: U2332-0085-171 SUBJECT: WIND PRESSURE Note: Calculations per ASCE 7-10 Height of Roof, h [ft]: 15 (Approximate) Comp/Cladding Location: Gable/Hip Roofs 7° < 0:5 27° Hip? No Enclosure Classification: Enclosed Buildings Zone 1 GCP: 0.9 Figure 30.4-213 (enter largest abs. value) Zone 2 GCP: 1.7 (enter largest abs. value) Zone 3 GCP: 2.6 (enter largest abs. value) a: 9.5 Table 26.9-1 z9 [ft]: 900 Table 26.9-1 Kh: 0.85 Table 30.3-1 � ey KZt: 1 Equation 26.8-1 d Kd: 0.85 Table 26.6-1'4i 9 Velocity Pressure, qh [psf]: 20.4 Equation 30.3-1 GCP;: 0 Table 26.11-1 (largest abs. value) OUTPUT: p = q, [(GC, — GCS„ Equation 30.9-1 Zone 1 Pressure, p [psf]: 18.3 psf (1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 34.6 psf (1.0 W, End Zones*) Zone 3 Pressure, p [psf]: 52.9 psf (1.0 W, Corner Zones* within a) (a= 3 ft) JOB NO.: U2332-0085-171 TSUBJECT: CONNECTION 1,1YE n G i n E E R S PROJECT: Damon Brune Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: 5/16 Cd: d 1.6 NDS Table 2.3.2 Pressure Max Max. Trib. 2 Max. Uplift (0.6 Wind) Tributary Area Embedment' [in]: 2.5 (psf) Width (ft) (ft) Force (Ibs) Grade: SPF (G = 0.42) Zone Capacity [lbs/in]: 205 NDS Table 12.2A 1 11.0 4.0 22.0 242 Number of Screws: 1 2 20.8 4.0 11.0 228 Prying Coefficient: 1.4 3 31.8 3.0 8.3 262 Total Capacity [lbs]: 586 Demand< Capacity: CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. 2. 'Max. Trib Area' is the product of the 'Max. Tributary Width' (along the rails) and 1/2 the panel width/height (perpendicular to the rails). JOB NO.: U2332-0085-171 SUBJECT: GRAVITY LOADS YE n G I n E E R s PROJECT: Damon Brune Residence CALCULATE ESTIMATED GRAVITY LOADS ROOF DEAD LOAD (D) Roof Pitch/12 2.8 Composite Shingles 2.1 1/2" Plywood 1.0 Framing 3.0 Insulation 0.0 1/2" Gypsum Clg. 0.0 M, E & Misc 0.0 DL 6 PV Array DL 3 ROOF LIVE LOAD I Increase due to Original pitch loading psf psf psf psf psf psf 1.03 2.0 psf 1.03 1.0 psf cjfs,O f Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array [psf] 0 son w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: Roof Slope [°]: Snow Ground Load, p9 [psf]: Terrain Category: Exposure of Roof: Exposure Factor, Ce: Thermal Factor, Ct: Risk Category: Importance Factor, Is: Flat Roof Snow Load, pf [psf]: Minimum Roof Snow Load, pn, [psf]: Unobstructed Slippery Surface? Slope Factor Figure: Roof Slope Factor, Cs: Sloped Roof Snow Load, ps [psf]: Design Snow Load, S [psf]: 2.8 2.8 13 13 30 30 C C Fully Exposed Fully Exposed 0.9 0.9 1.1 1.1 II II 1.0 1.0 21 21 30 30 No No Figure 7-2b Figure 7-2b 1.00 1.00 21 21 30 30 ASCE 7-10, Section 7.2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-3 ASCE 7-10, Table 1.5-1 ASCE 7-10, Table 1.5-2 OSCE 7-10, Equation 7.3-1 ASCE 7-10, Section 7.3.4 '\SCE 7-10, Section 7.4 '\SCE 7-10, Section 7.4 '\SCE 7-10, Figure 7-2 '\SCE 7-10, Equation 7.4-1 ��M, E C T O R JOB NO.: U2332-0085-171 E M O I n E E R S PROJECT: Damon Brune Residence SUBJECT: South facing roof 1 row of panels DESIUN LOADS: Load Types: Snow Live Dead Roof 30 20 7 Solar 3.0 CRITERIA (L) Dn Du Do, A(eLMK) 120 240 BI 240 1 480 Cl600 1 1 800 Abbrev GRADES F_ (psi) F_Ea (psi) (psi) 9 (Ib/fl) Point Point DFL#1 DFLk1 1.000 180 1,700.000 32 DFL#2 DFLk2 900 180 14600,000 32 DF1(5X) DFL#15X56 LARGER 1,350 170 1,600,000 32 SPF#2 SPF#2 875 135 1,400,000 26.2 SP#2 SP#2 1,100 175 1,400.000 34.3 Live Dead 24F -V4 4F -V4 2,400 240 1,800.000 32 24F -V8 4F -V8 2,400a2401.800.0:0000 40 LVL(1.9) LVL(1.9X106E) 2,6000 40 LVL(2.0) LVL(2.OX106E) 2,2000 42 LSL LSL(1.3X106E) 1,7000 Wall Live 42 PSL PSL(2.OX106E) 29000 Dist Load 42 city Ol Wheat Ridge Building Division Point Point DLL DLLrb,. dd'I AMIro Live Dead m (in) (S Roof Floor Wall Live Solar Point p1 Dist Load Load a 3 (SEE (SEE 1.5DL Length Trib Tnb rib Load Load Load > 'a' 'PL 'Poi ror = m a1237 — V„n, V,a,,,. D,L D11,�.,. COND COND GLB Label Vitt) (ft) (ft) (ft) (pl0 (plo From m (fl) (lb) (Ib) vmi Grade Size A y C, Co CF,v R. (lb) Rb (lb) ) (lb) (lb) (in) (in) 'C') 'C') Camb Check 71.08 2 6.0 2 SPF#2 2.6 1.16 1.15 1.30 447 4471896 410 1708 0.470 1.108 0.233 0.554 065M city Ol Wheat Ridge Building Division VECTOR JOB NO.: U2332-0085-171 E n 0 1 n E E R S PROJECT: Damon Brune Residence SUBJECT: South facing roof 2 rows of panels DEbiGN LOADS: Load Types: Snow Live Dead Roof 30 20 7 Solar 3.0 CRITERIA(LI) Dii Dpi DoL A(B—) 120 240 B 240 480 C 600 800 City Of Wheat Ridge Building Division Point Point Du, D—B.,. Add'I Add'I 40 Live Dead m a z (in) (S °i Roof Floor Wall Live Solar Point Dist Load Load a 3 (SEE (SEE 1.SDL Length Trib db Tdb Load Load Load y 'a' 'PLL' 'PDL' o m M_ Ma,,— V— V_ D, D, COND COND GLB Label 'L' (8) (ft) (fl) (ft) (plr) (plf) From c, (8) (lb) (Ib) wGrade Size n y C, Cc C,R, (Ib) Re (Ib) (0 -Ib) (8 -Ib) (lb) (Ib) (in) (in) 'C') 'C') Camb Check 17.42 0.21 0.6 1 SPF#2 2x6 1.15 1.15 1.30 73 73 320 948 70 854 0.600 1.742 0.298 0.871 0.34 D 17.42 1.79 5.4 (1) SPF#2 2X12 1.15 1.15 1.00 628 628 2736 3051 561 1747 0.600 1.742 0.298 0.871 0.90M City Of Wheat Ridge Building Division \VECTOR E M O 1 n E E R S PROJECT: Damon Brune Residence DESIGN LOAU5: Load Types: Snow Live Dead Roof 30 20 7 Solar 3.0 JOB NO.: U2332-0085-171 SUBJECT: East facing roof 2 rows of panels CRITERIA (U)NO& �- City Aj.—K) B C of Wheat Ridge Building Division City or cat Edge (d LL: Gl.m: E cam�nrr VAidi[y Vf peH ,t Tn. nsu.,.r a Cif o permit w ovprovol of plots speciJirafim fo.. m opp'o l of, arty viojoioefo r��jNKp ovnm�s d ,, rr of cis Gry rd.no tcs. Pem ift h��N)rtr ad�msnres c; me cry sncli rrar !,e v 14.. 4009 ALLISON ST. W 39th Ave Z CL Ross Dress for Less Big Lots United States Postal Service McDonald s w (:12:7)0 PROJECT SUMMARY System Size: 6.27 kW PV Watts: 8,448 AC kWh/Year Module: (22) Silfab SLA285M Inverter: (1) Solar Edge SE6000A—US —1 Strings of 10 Modules —1 Strings of 12 Modules Racking: Rock—It w/ Flat Flashing Snow Load: 30 psf Wind Load: 105 mph, Class C Interconnection: Load Side Interconnection (35A Breaker) Roof: 25yr Comp. Shingle (N 1 yrs, New) Single Layer of Shingles Array 1 (3,633kWh) — Tilt: 16' Azimuth: 90' Array 1 (4,815kWh) Tilt: 13' Azimuth: 180' Installer: SunTalk Utility: Xcel AHJ: City of Wheatridge CONTENTS as 0j Cover Page 1.1 : Site Plan 1.2 Module Layout 1.3 Details 2.0 Single Line Diagram 3.0 Calculations 3 Placards 3.2 Placard — Rapid Shutdown 4.0 NREL PV Watts 5.0 Commissioning CL o 0 W 41 st Ave W 41 st Ave W 41st Ave 4009 Allison Street C c «� Lr L , A# f ¢, ✓�%t�i �'�t. C W 39th Ave Z CL Ross Dress for Less Big Lots United States Postal Service McDonald s w (:12:7)0 PROJECT SUMMARY System Size: 6.27 kW PV Watts: 8,448 AC kWh/Year Module: (22) Silfab SLA285M Inverter: (1) Solar Edge SE6000A—US —1 Strings of 10 Modules —1 Strings of 12 Modules Racking: Rock—It w/ Flat Flashing Snow Load: 30 psf Wind Load: 105 mph, Class C Interconnection: Load Side Interconnection (35A Breaker) Roof: 25yr Comp. Shingle (N 1 yrs, New) Single Layer of Shingles Array 1 (3,633kWh) — Tilt: 16' Azimuth: 90' Array 1 (4,815kWh) Tilt: 13' Azimuth: 180' Installer: SunTalk Utility: Xcel AHJ: City of Wheatridge CONTENTS 1.0 Cover Page 1.1 : Site Plan 1.2 Module Layout 1.3 Details 2.0 Single Line Diagram 3.0 Calculations 3.1 Placards 3.2 Placard — Rapid Shutdown 4.0 NREL PV Watts 5.0 Commissioning Component Specification Sheets 0 0 00 U) 0 U 00 ` Q� U) — CD i J mQEYEEn 10 a ~Qo=O 70H N0. 8961 DATE 8/17/17 sHSET N0. 1.0 5 0 r 160 AT 90 AZIMUTH 130 AT 180 AZIMUTH 25YR COMP. SHINGLE (SINGLE LAYER) ROOF (-IYRS, NEW) 4009 ALLISON ST. N 4009 ALLISIN ST,,SOLAR LAYOUT(1-1)SCALEI 3/32' = 1'-0' EQUIPMENT SCHEDULE 1QMODULES 2QINVERTER 03 PV DISCONNECT ®PV PROD METER 05 MAIN PANEL ©UTILITY METER LABEL UTILITY METER AND PV PROD METER PH❑T❑VOLTAIC SYSTEM CONNECTED ��Do Life" 00516691T.1 Q&tir.. 9/25/17 Vector Structural Engineering has reviewed the existing structure with loading from the solar array and lag screw connections to the existing framing. The design of the racking system, connections, and all other structure is by others. Electrical, mechanical, architectural, and all other nonstructural aspects of the design are by others. b"Tam n® I n io a R a 657 W. GALENA PARK BLVD. STE. 7O1 PHONE (SO/) 990-1775 DRAPER, UTAH 84020 WWW.V CTORSE.COM VSE PROJECT NUMBER: 02332.0085.171 0 �D N N N N O� OT M M 0 0 M M E O C 23d Z O Ln fn 3 3 3 om z F a n E s Q Q m o Z LL C Tim z a a 0 0 00 (A0LLJ � G � 0 w� a of m ---f Lo c0 �z< M:2 0 Uj "I00 0 JOB NO. 8961 DATE 18/17/17 SHEET NO. 1.1 NNIIA 3N Junction Oox 4009 ALLISON ST., RACKING LAYOUT SCALE: 3/16' = Y-0' Q Vector Structural Engineering has reviewed the existing structure with loading from the solar array and lag screw connections to the existing framing. The design of the racking system, connections, and all other structure is by others. Electrical, mechanical, architectural, and all other nonstructurat aspects of the design are by others. ACT0 INOR 651 W. GALENA PARK BLVD. STE. 701 PHONE (BO 1) 990-7 775 DRAPER, UTAH 84020 WW-V£CTORSE. COM VSE PROJECT NUMBER: U2332.0085.171 co US %DkO (U (U (U W d- 1-4 ON ON M M 00 M M fi t;i 0 u i _d O cl) Y d t- 3 3 3 3 Lu OIC-0 _ E z a - z z 0 m a O O fb F- U) 0 w Z U00 t rCA O nDW� IZCD J 0 I m LD ZQ�c�iJ M2 0 LLj OQ O=O JOB N0. 8901 DATE 8/17/17 SERUM N0. 1.2 FLASHING TRUSS DECKING 4009 ALLISON ST., SCALES 1' = F-0' ATTACHMENT CLAMP MODULE AC DISCONNECTS PHOTOVOLTAIC SYSTEM CONNECTED UTILITY METER SOLAREDGE RAPID SHUTOWN SYSTEM MAIN ELECTRICAL PANEL INTERCONNECTI❑N ❑CPD �as .10 (U (U (U tU V 'i 0 0 O� 9� mm 0 0 mm O_ Li E O U L d 0 J' Vi d F- L_ tiN TNFFFM 03 v', 3 w o; m z� as sQ< z 0 NO r) 0 0 00 cno� w Z U 0 A� JQ� �m --j Ln co 0 0) w�Owr7 RQoso 0 d - r7 JOB NO. 8961 DATE 8/17/17 3HEBT N0. 1.3 r AUX GROUNI ARRAY SPECIFICATIONS 6.27 kW (22) SILFAB 285W MODULES 1 STRING OF 10 MODULES 1 STRING OF 12 MODULES 1❑DULES SPECIFICATIC MANUFACTURERi SILFAB MODEL,SLA285M V❑C, 39.1 V VMPi 32.0 V ISC, 9.47 A IMP, 8.91 A aV❑Ct —0.30%/'C MANUFACTURERi SOLAR EDGE MODELi SE6000A-US INVERTER ❑UTPUTi 6.OkW INVERTER V❑LTAGEt 240 V INVERTER CURRENT, 25.0 A CONT, CURRENT] 31,25 A EQUIPMENT SCHEDULE ( (22) SILFAB SLA285M SOLAR MODULES. Q2 SOLAR EDGE P320 OPTIMIZERS (EACH STRING OF OPTIMIZERS LIMITED TO 35OVDC NOMINAL OUTPUT). 03 OUTDOOR JUNCTION BOX. ®SOLAR EDGE SE6000A—US GRID—TIE INVERTER, 240VAC OUTPUT, WITH INTEGRATED DC DISCONNECT, ARC FAULT PROTECTION, AND INTERNAL RAPID SHUTDOWN. UL 1741 AND IEEE 1547 COMPLAINT. Q200A, 1 PH LEVER BY—PASS PV PRODUCTION METER. THE SELF—CONTAINED METERING WILL BE IN COMPLIANCE WITH THE MOST RECENT REVISION OF THE XCEL ENERGY STANDARD; SPECIFICALLY SECTION 4.13. THE PV PRODUCTION METER WILL BE REQUIRED TO HAVE THE PV GENERATION WIRED TO THE LINE SIDE TERMINALS (TOP OF METER BLOCK). THE METER SOCKET FOR THE PV PRODUCTION METER SHALL BE MARKED WITH A STAMPED BRASS, ALUMINUM, OR STAINLESS STEEL TAG, INDICATING THE ADDRESS INCLUDING THE UNIT, TYPICALLY LABELED "PV PROD" IN ACCORDANCE WITH WITH THE REQUIREMENTS FOR "METER IDENTIFICATION" IN SECTION 4.14.4 OF THE XCEL ENERGY STANDARD. PV PRODUCTION METER SHALL BE LOCATED WITHIN TEN (10) FEET OF THE EXISTING UTILITY METER. IF THERE IS ANY REASON THIS CANNOT BE ACCOMPLISHED, A SITE PLAN SHOWING THE PROPOSED EQUIPMENT LOCATIONS SHALL BE SUBMITTED FOR REVIEW. THE LOCAL METER SHOP MUST APPROVE THE SITE PLAN FOR THE APPLICATION APPROVAL; SITE MEETINGS CAN BE ARRANGED UPON REQUEST. EQUIPMENT SCHEDULE CONT. © PROVIDE A 2—POLE 240VAC 60A OUTDOOR , NEMA 3R SERVICE RATED DISCONNECT. PHOTOVOLTAIC DISCONNECT SHALL BE VISIBLE, ACESSIBLE, LOCKABLE, LABELED "PHOTOVOLTAIC AC DISCONNECT' WITHIN 10 FEET OF ELECTRICAL METER. 07 PROVIDE A 2—POLE 35A CB IN EXISTING 240V MAIN ELECTRICAL PANEL WITH 60A MAIN BREAKER AND 100A BUSS. FEEDER SCHEDULE (DPROMDE 2 #10 AWG(+), 2 #10 AWG(—) PV WIRE (-50' LENGTH). ®PROVIDE A #6 AWG GROUND. ®PROVIDE 2 #10 AWG(+), 2 #10 AWG(-) THWN-2, 1 #10 AWG IN 1/2" C. (-20' LENGTH). ®PROVIDE 3 #6 AWG THWN-2, 1 #10 AWG (G) IN A 3/4" EMT C (-5' LENGTH). ILITY IE GENERAL NOTES (1) MINIMUM PERMANENT SIGNAGE (YELLOW PLACARD, BLACK LETTERING): (A) ON COVER OF VISIBLE UTILITY DISCONNECT - "PHOTOVOLTAIC SYSTEM DISCONNECT" (B) ON FRONT COVER OF MAIN SERVICE PANEL "WARNING: THIS PANEL ALSO FED BY SOLAR ELECTRIC SOURCE." (C) ON BILLING METER AND PV PROD METER - "PHOTOVOLTAIC SYSTEM CONNECTED" (2) SIGNAGE OTHER THAN THAT GIVEN IN (1) ABOVE MAY BE REQUIRED (3) PV MODULES, STRING COMBINERS, GFI, DC DISCONNECT, INVERTER, AC DISCONNECT, AND UTILITY DISCONNECT ARE UL -LISTED. (4) ALL GROUND SYSTEMS ARE BONDED TOGETHER. (5) INTERCONNECTION WILL BE PER LOCAL UTILITY REQUIREMENTS (DOUBLE -POLE CB OR LINE SIDE TAP). (6) SYSTEM CANNOT BE TESTED ON LINE UNTIL APPROVED BY U TI LI TY. (7) THE PHOTOVOLTAIC SYSTEM WIL BE INSTALLED IN COMPLIANCE WITH ARTICLE 690 OF THE 2014 NEC. (8) ALL WIRES MUST BE COPPER AND SIZED FOR A MAXIMUM 2.0% VOLTAGE DROP. 0 �0 fU cu (U (U .q: V: 0 0 mm Ci Ci 0 0 m m a= 0 U L d 0 s H Y � a' d c I -- co m E z F' CL a a Y ¢ a s z o U W 'a z 0 rn r) r7 O 0 00 V) O Lv z t m O AafJ�I\ co < r z D m:� 0 Ld 7 �Qo=O JOB NO. 8961 DATE 8/1 17 SHEET NO. 2.0 ARRAY SPECIFICATIONS 6,27 kW (22) SILFAB 285W MODULES 1 STRING OF 10 MODULES 1 STRING OF 12 MODULES MODULES SPECIFICATI❑NS MANUFACTURER: SILFAB M❑DEL:SLA285M V❑C:39,1 V VMP:32,0 V ISC:9,47 A IMP: 8.91 A aVOC:-0.30%/°C MODULE TO SOLAR EDGE (MANUFACTURER WIRE) VOLTAGE: 44,97V x 1 - 44.97 V AMPS: 9.47Ax1,25 - 11.84 A INVERTER SPECIFICATIONS MANUFACTURER: SOLAR EDGE MODEL: SE6000A—US INVERTER OUTPUT: 6,01<W INVERTER VOLTAGE: 240 V INVERTER CURRENT: 25.0 A CONT, CURRENT: 31,25 A SOLAR EDGE TO JUNCTI❑N BOX (STRING OF 10) #10 AWG PV WIRE, #10(G) VOLTAGE: 350 V (POWER LIMITED) AMPS: 15,OAx1,25 = 18.75 A CONDUCTOR: 40AxO.8xO.77 = 24,64A 24.64 A > 18,75 A PER 690,8(B)(2)(1o) SOLAR EDGE TO JUNCTI❑N BOX (STRING OF 12) #10 AWG PV WIRE, #10(6) VOLTAGE: 350 V (POWER LIMITED) AMPS: 15,OAx1,25 = 18.75 A CONDUCTOR: 40AxO,8xO,77 = 24,64A 24.64 A > 18.75 A PER 690,8(B)(2)(1o) JUNCTION BOX TO INVERTER (STRING OF 10) #10 AWG THWN-2, #10(G) VOLTAGE: 350 V (POWER LIMITED) AMPS: 15,OAx1,25 - 18.75 A CONDUCTOR: 40AxO.8xO.77 = 24,64 A 24.64 A > 18.75 A PER 690,8(B)(2)(1o) TEMPERATURE FOR (80033) PER ASHRAE: LOWEST: —25°C —13°F HIGHEST: 34°C 93°F TEMPERATURE CALCULATIONS: 44.97 V = 39.1 V x (1+((-25°-25°C)x-0,30%/°C)) 93°F+40°F = 133°F 0,77 CORRECTION FACTOR FOR 90°C 0,65 CORRECTION FACTOR FOR 75°C (TABLE 310,15B2b) JUNCTI❑N BOX TO INVERTER (STRING OF 12) #10 AWG THWN-2, #10(6) VOLTAGE: 350 V (POWER LIMITED) AMPS: 15,OAxl,25 — 18.75 A CONDUCTOR: 40AxO,8xO,77 = 24.64 A 24.64 A > 18.75 A PER 690.8(B)(2)(b) INVERTER TO AC DISCONNECT #6 AWG THWN-2, #10(6) VOLTAGE: 240 V AMPS: 6.OkW/24OVx1.25 = 31,25 A BREAKER: 35A AC DISCONNECT TO MAIN PANEL #6 AWG THWN-2, #10(6) VOLTAGE: 240 V AMPS: 6,OkW/24OVx1,25 = 31,25 A BREAKER: 35A LOAD SIDE INTERCONNECTION MAIN BUS: 100 A ALLOWABLE: 100A A X 120% = 120A 60 AMAIN + 35 A PV - 95 A 120 A > 95 A SYSTEM MEETS NEC 690.64 & 705,120) n 0 0 00 cn0� v ,o o "tt 1'�w� m[n -J Eo<Q`° w�owr7 ~o -t �n ]OH NO. 8961 DATE 8/17/17 SHEET NO. 3.0 4009 ALLISON ST. PLACARDS 01 ON JUNCTI❑N— WARNING, PH❑T❑VOLTAIC POWER SOURCE MAXIMUM POWER—POINT CURRENT, 8.9 ADC MAXIMUM POWER—POINT VOLTAGE, 350 VDC MAXIMUM SYSTEM VOLTAGE, 500 VDC MAXIMUM CURRENT, 11,8 ADC OO ON INVERTER: WARNING, ELECTRICAL SHOCK HAZARD IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED. PH❑T❑VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN. 0 ❑N AC DISCONNECTS, PHOTOVOLTAIC AC DISCONNECT NOMINAL AC VOLTAGE, 240 V RATED AC CURRENT, 25.0 A AC WARNING, ELECTRICAL SHOCK HAZARD D❑ TERMINALS ON BOTH LINE AND ENERGIZED ON PV PROD METER; PV PROD AC NOT TOUCH TERMINALS, LOAD SIDE MAY BE ® ON MAIN SERVICE PANEL AND UTILITY METER, PH❑T❑VOLTAIC SYSTEM CONNECTED �-10 N N N (U Nr v 0 0 0� 0� CD M 0 0 M M O_ L� E O U L d 0 J � F - LL 3 ti N o � cn 3 3 o� E _ a Baa s<Q A z 0 r� 0 0 .00 cno00 Li.IZU� N�V)WI� A� J o I 9C° zQcy-L0 � C) Lij ~o'�ro JOB NO. 8961 DATE 8/17 17 S= NO. 3.1 4009 ALLISON ST. Pcpid 5hufdown EQUIPMENT SCHEDULE QMODULES ©INVERTER Q3 PV DISCONNECT OPV PROD METER S5 MAIN PANEL ©UTILITY METER co Cs �10 .10 cd cu N N vNr 00 CDCD 00 E O L 6 0 r. V) Y C5 F- c ~ LL 3 ti 3 3 �n E _ Z ~ d s F d A z z 0 m r7 O O 00 H (n O LiJZOd m(Q O't MD CIO LLl l- Mry�mJC) ZQF-� oaf O l �00�0 JOB N0, 8961 DATE 8/17/17 SHEET NO. 3.2 MINREL RESULTS 3 633NREL kWh Year * RESULTS 4 815 kWh Year per , ,.,..., per 4 v . Month Solar Radiation AC Energy Energy Value Month Solar Radiation AC Energy Energy Value (kWh l mel day) (kWh) ( s ) =1=1im, (kWh l m2/day) (kWh} (5) January 2.31 163 18 January 313 271 30 - February 2.97 195 22 February 376 299 33 March 4.63 335 37 March 5.38 466 52 April 5.64 386 43 April 6.06 495 55 May 6.13 425 47 May 6.21 513 57 June 6.36 420 46 June 6.29 496 55 _ July 642 424 11 July 6.23 491 54 - August 6.01 400 .- ') August 6.19 491 54 September 4.98 328 September 548 431 48 October 3.45 239"'M°"^"' October 4.15 346 38 November 2.86 195 ... November 3.85 319 35 awr..v,+rc December 1 T 124 �- mr.�wew.a.uis December 2.20 196 22 Annual 4.46 3.635 Annual 4.91 4, 811 5 533 Location and Station identification Location and Station Idem fication - Requestod Location 4009 ALLISON ST WHEATRIDGE. CO Requested Location 4069 ALLISON ST, WHEATRIDGE, CO Weather Data Source IT Y3) DENVE(LCENTENNIAL (GOLDEN -NRELI, CO Weather Data Souris ITMY3) DENVEWCENTENNIAL (GOLDEN - NRELI. CO 54 mi 54 mi - _ Latitude 39.14` N Latitude 31LM' N Longitude 105.18' W Longitude 105.18• W PV System Specifications ..... ,.. PV System Specifications , - - DC System Sias ] 85 kW DC System Site 342 kW Modiste Typo Standard Module Type Standard tv ,x Anay Type Fiaed (open rick) a ArtaY TYpe pun rack Flted l0 1 nnt%wvev xwne Anay IR 16' rt-kFcm,�4es�t vxe, Anay Tilt 13° Array Atimuth 90' Array Azimuth 180" System Losses 14% w m System Losse. 14% Inverter Efficiency %Y. Invertor Efficiency 96% DC to AC Site Rahn 1.1 DC to AC Sita Ratio 1.1 Economics Economics Average Cost of Electricity Purchased 0- s.—Average Cost of Electricity Purchasod 0.11 $1kWh from utility from utility Performance Metrics Performance Metrics Capacity Factor 146% Capacity Factor 161% NinTFc: Cautions for Interpreting Results( Due to variations and the uncertainties associated with the weather data and the Model used to Model the PV performance, future Months and years may be encountered where the actual PV performance is less than or greater than the values shown in the table, The variations may be as much as 40% for individual months and up to 20% for individual years. Compared to long-term performance over many years, the values in the table are accurate to within 10% to 12%t ICU Cd (U ICU "i -1 OS ON M M CD CD co M E O U L d O d 3 3 3 ti n � lD Z ~ a � d C C Y Q Q ria ct C7 LL O E �i z O M O O 00 F- U) 0 00 LL1ZU� rn O AQf JQ1 Qm J (D ZQ�tLD MOOQ w::EOWr7 �QO�O JOB NO. 8961 DATE 8 17 17 9HBET NO. 4.0 General Inf orma-tion: Surveyor --------------------- Date: ------------------------ Weather; --------------------- Time: ------------------------ Irracliance: -------------------- Cell. Tempi -------------------- Ambient Tempi ---------------- Array Azimuth(s): Array Titt(s) Net Meter#1 Meter# ------------------- ❑ Verify all Labels are Installed ❑ Verify all Covers are Installed ❑ Verify Tools/Trash/Materials are removed Modules S/N Inverter S/N: ❑ Visually Inspect the Array ( s) ❑ Visually Inspect Grounding ❑ Conductivity of Grounding ❑ Verify Polarity at DC Combiner ❑ Measure V DC at DC Combiner Modules/String: /String Modules/String: /String String 1 V DC-.-/ String 2 V DC: / ❑ Inspect Wire Managment ❑ Inspect Conduit/Home Run Voltage at Interconnection: ❑ Turn on Main Disco ❑ Turn on Other AC Disco (s) ❑ Verify Inverter Operation ❑ Note Inverter Readings V DC: A DC: V AC: Hz AC: AC Output (W) Shut System Down as Needed Modue s s CO cis �O 0 (U N N N 4 'd' CD CD as US MC15 M (h O_ LZ 0 u O i �+ d 6 0 Y v F - LLL N = 3 3 3 �n o 7 m v z0- a s<< �=ZLL� OFF W 0 0 0 00 00 00 W`ZUd O Lj oit J l\ �z < LQ )ow(� �000 JOB NO. 8961 DATE 8/17 17 3HEBT NO. 5.0 J Technical Datasheet • �r Sil-fa- b` SOLAR SLA -M 280/285/290/295/300 The Silfab SLA -M 60 -cell monocrystalline module series is the result of the experience of the Silfab technical team, specialized in the entire photovoltaic value chain, with modules produced and operating for over 33 years. The SLA -M modules are ideal for ground -mount, roof -top and solar tracking installations where maximum power density is preferred. Maximum Efficiency 60 of the highest efficiency, best quality monocrystalline cells result in a maximum power rating of up to 300 Wp. (-0/+5W) module sorting achieves the maximum electrical performance of the PV system. Industry Experts Silfab's technical team has specialized experience in the entire photovoltaic value chain, with modules produced and operating for over 33 years. Highest Automation Strict quality controls during each step at one of the world's most automated module production facilities. Top quality materials and 100% EL testing guarantee a trustworthy 25 -year performance warranty. Reduced Weight Engineered to accommodate low load bearing structures while maintaining highly durable mechanical characteristics including a maximum loading of 5400 Pa. Available in Black �pDE !N BAA • V. . TFREEF HIGH 25 -RG A-1- 5- RGUFR.1- TH AME �✓ Certifications Product ULC ORD C1703, UL 1703, IEC 61215, IEC 61730, CEC listed UL Fire Rating: Type 2 (Type 1 on request) Factory ISO 9001:2008 Caution: Read the safety and installation manual before using this product. E ® ❑ �, Tu11 . En -• Fraunhofer > sr Third -party generated pan files from PV Evolution Labs are available for 280M, 285M, 290M, 295M and 300M. Sil SOLAR Silfab Solar Inc. 240 Courtneypark Drive East • Mississauga, Ontario Canada L5T 255 Tel +1 905-255-2501 • Fax -1905-696-0267 info@silfab.ca • www.silfab.ca s 5 Module Power (Pmax) Wp 280 285 290 295 300 Maximum power voltage (Vpmax) V 31.7 32.0 32.4 32.7 32.9 Maximum power current (Ipmax) A 8.83 8.91 8.97 9.04 9.26 Open circuit voltage (Voc) V 38.7 39.1 39.6 40 40.53 Short circuit current (Isc) A 9.40 9.47 9.54 9.61 9.76 Module efficiency % 17.1 17.4 17.8 18.06 18.8 Maximum system voltage (VDC) V 1000 Series fuse rating A 15 Power tolerance Wp -0/+5 Measurement conditions: STC 1000 W/m' • AM 1.5 • Temperature 25 'C • Measurement uncertainty s 3% • Sun simulator calibration reference modules from Fraunhofer Institute. Electrical characteristics may vary by t5% and power by -0/+5W. Temperature Ra ings Temperature Coefficient Isc %/K 0.03 Temperature Coefficient Voc %/K -0.30 Temperature Coefficient Pmax %/K -0.38 NOCT (t 2`C) C 45 Operating temperature C -40/+85 PropertiesMechanical .. Module weight (t 1 kg) kg 19 Dimensions (H x L x D; t 1 mm) mm 1650 x 990 x 38 Maximum surface load (wind/snow)' N/m2 5400 Hail impact resistance o 25 mm at 83 km/h Cells 60 - Si monocrystalline - 3 or 4 busbar - 156 x 156 mm Glass 3.2 mm high transmittance, tempered, antireflective coating Encapsulant PID -resistant EVA Backsheet Multilayer polyester -based Frame Anodized Al Junction Box 3 diodes-45V/12A, IP67 Cables and connectors" 1200 mm a 5.7 mm (4 MM2), gzx connector, MC4 comparable " See installation manual Warranties Module product warranty 12 years 25 years _> 97% end of 151 year Linear power performance guarantee >_ 90% end of 1211 year i 82% end of 2511 year Certifications Product ULC ORD C1703, UL 1703, IEC 61215, IEC 61730, CEC listed UL Fire Rating: Type 2 (Type 1 on request) Factory ISO 9001:2008 Caution: Read the safety and installation manual before using this product. E ® ❑ �, Tu11 . En -• Fraunhofer > sr Third -party generated pan files from PV Evolution Labs are available for 280M, 285M, 290M, 295M and 300M. Sil SOLAR Silfab Solar Inc. 240 Courtneypark Drive East • Mississauga, Ontario Canada L5T 255 Tel +1 905-255-2501 • Fax -1905-696-0267 info@silfab.ca • www.silfab.ca s 5 solar =ee SolarEdge Single Phas For North America SE300OA-US / SE3800A-US / SE5000A SE760OA-US / SE1000OA-US / SE1140t J ,everter 25 WaiKanlY �'allano�. The best choice for SolarEdge enabled systems Integrated arc fault protection (Type 1) for NEC 2011 690.11 compliance 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 - ISRAEL www.solaredge.us solar=@oSingle Phase Inverters for North America SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US SE7600A-US / SE10000A-US / SE1140OA-US SE3000A USI SE38GOA-US SES_00.0A_-US OUTPUT AC output conduit size / AWG range 3/4" minimum / 16-6 AWG .... Nominal AC Power Output 1 3000 3800 5000 Max. AC Power Output 3300 4150 5400 @ 208V AWG range ................. 5450 @240V AC Output Voltage Min. -Nom. -Max.") Dimensions with Safety Switch 183 - 208 - 229 Vac ✓ AC Output Voltage Min -Nom -Max SE6000A_US SE760OA-US SE10000A US SE11400A US 6000 7600 998 020 8V 10000 @240V 6000 8350 10800@ 208V 10950 @240V 211 - 240 - 264 Vac ✓ ✓ ✓ ✓ ✓ ✓ AC Frequency Min. -Nom. -Max."" 59.3 - 60 - 60.5 (with HI country setting 57 - 60 - 60.5) Max. Continuous Output Current 12.5 16 24 @ 208V 25 32 i 48 @ 208V @.240V 21 . GFDI Threshold 1 420 240V.. Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes Maximum DC Power(STC) 40505100 6750 _- 8100 10250 Transformer -less, Ungrounded Yes Max. Input Voltage 500 Nom. DC Input Voltage 325 @ 208V / 350 @ 240V . . . 1 16.5 @ 208V I . Max. In ut Currents" 9.5 I p 13 IH 23 15.5 @ 240V .i Max. Input Short Circuit Current 45 Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 600ko Sensitivity 1 13500 33 @ 268V 30.5.@.240V Maximum Inverter Efficiency97.7 ! 98.2 98.3 98.3 98 98 97.5 @ 208V 97 @ 208V CEC Weighted Efficiency 97.5 98 SITS 97.5 98 @ Nighttime Power m Consuption < 2.5 < 4 ADDITIONAL FEATURES 11400 ( VA 12000 VA 47.5 I Hz _. A j A Yes 15350 W vac Vdc 34.5 Adc Adc 98 i...% 97.5 % W Supported Communication Interfaces RS485, RS232, Ethernet, ZigBee (optional) Revenue Grade Data, ANS 1 C12.1 Optionall'i _.11. .. Rapid Shutdown- NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installe&I STANDARD COMPLIANCE Safety UL1741, UL1699B, UL1998 , CSA 22.2 Grid Connection Standards IEEE1547 ............................ . Emissions FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit size / AWG range 3/4" minimum / 16-6 AWG .... 3/4" minimum / 8-3 AWG DC input conduit size / # of strings / 3/4' minimum / 1-2 strings / 16-6 AWG 3/4" minimum / 1-2 strings / AWG range ................. J4 -"WP.. Dimensions with Safety Switch 30.5 x 12.5 x 7.2 / 775 x 315 x 184 30.5 x 12.5 x 10.5 / (Hxwxp)......................... 775x315,x260 Weight with Safety Switch 51.2/23.2 54.7/24.7 88.4/40.1 1. Natural convection Cooling Natural Convection and internal Fans (user replaceable) fan (user replaceable) ............. _..... .. Noise < 25 Min. -Max. Operating Temperature Range -13 to +140, -25 to +60 (-40 to +60 version available"t) Protection Rating NEMA 3R itl For other regional settings please contact SolarEdge support. ' A higher current source may be used; the inverter will limit its input current to the values stated. '31 Revenue grade inverter P/N: SExxxxA-USOOONNR2 (for 760OW inverter:SE7600A-US002NNR2). Rapid shutdown kit P/N: SE3000-RSD-Sl. -40 version P/N: SExxxxA-US000NNU4 (for 760OW inverter.SE760OA-US002NNU4). < 50 dBA °F/'C i. solar - .. = li VIII (IiU IVAN 3' GO1861'6I'I�I��IIIII Rapid Shutdown Kit - Installation and Configuration (Single Phase Inverters) This document describes how to install the rapid shutdown kit in the SolarEdge Safety Switch, and how to enable the rapid shutdown feature in the inverter in order to provide the functionality described in the Rapid Shutdown clause of NEC2014 690.12 (1) through (4). Kit Contents Rapid shutdown cables Micro -SD card and SD card adapter with firmware files (Note: DO NOT THROW AWAY THE CARD AND THE ADAPTER; keep them for installation of other rapid shutdown kits) Cable Installation Perform this procedure before connecting the strings to the Safety Switch [Chapter 4: Connecting the AC and the Strings to the Safety Switch in the SolarEdge Installation Guide]. 1 Turn the inverter ON/OFF switch to OFF. If installing the kit in an inverter that is already operating, wait until the LCD indicates that the DC voltage is safe (<SOV), or wait five minutes before continuing to the next step. 2 TurntheSafety Switch and the AC switch on the main circuit board to OFF. If you cannot see the inverter panel, or if a malfunction is indicated on the LCD panel, wait five minutes for the input capacitors of the inverter to discharge. 3 Loosen the four Allen screws on the front cover of the Safety Switch, and open the cover. 4 Carefully disconnect the two DC cab es from the left site of the switch and from the DC connection spring clamp terminals, as illustrated below'. Use a standard straight -bladed sc-ewdriver to discornect the cables from the terminals. Switch terminal block ok Ifr' p Disconnect here la7 DC rnnnertion tPrminala-1)- Disconnecthere ' a c o e V N x u U & t N 71 00 � �) � �? �(i • 0 CO ro' Figure 1: Inside the AC/DC Safety Switch The internal components may vary depending on the Safety Switch model; the figures in this documents show the AC/DC Safety Switch for single phase 7.6-11.4 kW inverters. Rapid Shutdown Kit Installation - MAN -01-00186-1.6 solar: • • Rapid Shutdown Kit - Installation and Configuration (Single Phase Inverters) 5 The rapid shutdown cables have a resistor connected to one end (on the red cable). Connect these ends to the switch, making sure that the red and black cables are reversed relative to the cables connected at the top of the switch (going into the DC side conduit between the inverter and the Safety Switch), as detailed below. Apply a torque of 2 N*m (13 Ib*in): If the cables at the top are red and black from left to right, connect as shown below. If the cables at the top are black and red from left to right, connect as shown below. Black(-) Red (+) I I I C(2D DC- W ■ Red (+) with rapid Black (-) shutdown rests or Figure 3: Rapid shutdown cable connected - option 2 6 Use a standard straight -bladed screwdriver to connect :he other end of the rapid shutdown cables to the DC connection spring -clamp terminals: Connect the black cable from the switch to the DC- terminal block, and connect the red cable from the switch to the DC+ terminal block. 7 Check that the cables are located and connected in the correct positions to ensure the rapid shutdown functionality. 8 Close the cover: Attach the switch cover and secure it by tightening the four screws with a torque of 0.9 ft.*Ib / 1.2 N*m. Rapid Shutdown Kit Installation - MAN -01-00186-1.6 E, Red(-) Black (-) a o t C C ...tom t t i rU o DC+ DC- n © CO Black (-) Red (+) with rapid shutdown resistor Figure 2: Rapid shutdown cable connected - option 1 If the cables at the top are black and red from left to right, connect as shown below. Black(-) Red (+) I I I C(2D DC- W ■ Red (+) with rapid Black (-) shutdown rests or Figure 3: Rapid shutdown cable connected - option 2 6 Use a standard straight -bladed screwdriver to connect :he other end of the rapid shutdown cables to the DC connection spring -clamp terminals: Connect the black cable from the switch to the DC- terminal block, and connect the red cable from the switch to the DC+ terminal block. 7 Check that the cables are located and connected in the correct positions to ensure the rapid shutdown functionality. 8 Close the cover: Attach the switch cover and secure it by tightening the four screws with a torque of 0.9 ft.*Ib / 1.2 N*m. Rapid Shutdown Kit Installation - MAN -01-00186-1.6 E, sola r• - • • a Rapid Shutdown Kit Installation and Configuration (Single Phase Inverters) Inverter Software Compatibility Check and Upgrade Perform this procedure after activating the inverter (Step 1 in Chapter 5: Commissioning the Installation of the SolarEdge Installation Guide], and before pairing (Step 2 in Chapter 5 of the SolarEdge Installation Guide). To use the rapid shutdown feature, the inverter communication board firmware (CPU) must be: • Version 2.0700 or higher, if the CPU version is 2.Oxxx • Version 3.0700 or higher, if the CPU version is 3.Oxxx To check the inverter CPU version: 1 Verify that the inverter has been activated using the activation card supplied with the inverter. 2 Press the LCD light button short presses until the screen below is reached. I D : # # # # # # # # # # D S P 1/ 2: x. x x x x/ x. x x x x C P U 0 0 0 2. 0 7 0 0 C o u n t r y: X X X X X 3 Check the CPU version number. If lower than 2.0700, upgrade the inverter software as described below; otherwise proceed to "Power Optimizer Pairing". To upgrade the inverter software: Use the supplied SD card adapter or the micro -SD card, whi_h can be removed from the adapter, according to the activation card slot on your inverter communication board, labeled' 1 Verity that the AC breaker connected to the inverter is OFF. 2 Open the inverter cover's six Allen screws and carefully pull the cover horizontally before lowering it, as described in its manual. 3 Insert the card into the card slot on the communication board. If the communication board has an SD card slot, use the supplied SD card adapter. If there is a micro -SD card slot, remove the micro -SD card from the adaptor and insert it. 4 Close the inverter cover and turn the AC on. If upgrade is required (as described above), it starts automatically. 5 Wait for the message "Done" to be displayed on the LCD. 6 Verify the correct version as described above. 7 Remove the card from the inverter and keep it for additional kit installations. Power Optimizer Pairing Pairing at this stage will reprogram the power optimizers to perform rapid shutdown. 1 Verify that the ON/OFF switch at the bottom of the inverter is OFF. 2 Turn ON the AC breaker and the Safety Switch. 3 Perform Pairing as described in Step 2: Pairing, of Chapter 5: Commissioning of the SolarEdge Installation Guide. Enabling Rapid Shutdown There is an option in setup mode to enable the functionality of rapid shutdown. 1 Verify that the ON/OFF switch at the bottom of the inverter is ON. 2 Enter Setup mode by pressing and holding the LCD light button. 3 Select Maintenance 4 Optimizer Conf. 4 Set Rapid Shutdown. • Whenever replacing, removing or adding a component in the string, perform Pairing and rapid shutdown setting. Troubleshooting If the inverter does net enter production mode and the LCD displays Night Mode, the connection order of the rapid shutdown cab1cb 111dy t,e im-ui iect. Recheck the cables and make sure that the rapid shutdown cables connected to the bottom of the switch are reversed relative to the cables connected at the top of the switch (see Figure 2 and Figure 3). Rapid Shutdown Kit Installation - MAN -01-00186-1.6 solar =@@ SolarEdge Power Opti Module Add -On For North P300/ P320/ P370/ P400/ P40! PV power optimization at the module -level — Up to 25% more energy — Superior efficiency (99.5%) — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module -level monitoring — Module -level voltage shutdown for installer and firefighter safety USA -CANADA - GERMANY ITALti- FRANCE -JAPAN CHINA -AUSTRALIA-THFNETHERLANDS-UK- ISRAEL - TURKEY - SOUTHAFR!CA BULGARIA INDIA www.solaredge.us solar" • • SolarEdge Power Optimizer Module Add -On for North America P300 / P320 / P370 / P400 / P405 P300 ?320 P370 P400 P405 for 60 -cell mod- (for higher -power ( (for high-power (for 72 & 96 -cell (for thin film 1 _ ules) 60 -cell modules) 60 and 72 -cell modules) modules) modules) INPUT Rated Input DC Power`! 300 320 370 400 405 W Absolute Maximum Input Voltage (Voc at lowest temperature) 48 60 80 125 Vdc MPPT Operating Range 8-48 8-60 8 80 12.5 - 105 Vdc Maximum Short Circuit Current (Isc) 10 11 10.1 Adc Maximum DC Input Current 12.5 i 13.75 12.63 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % ... . Overvoltage Category _ _ If OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD_ COMPLIANCE EMC FCC Part15 Class B, IEC61.000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage1000 .. Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions(WxLxH) 128x152x27.5/5x5.97x1.08 128x152x35J 128x152x50/ mm/in 5x5.97x1.37 5x5:97x1.96 Weight (including cables) .630/.l.-4 750 / 1.7 845 / 1.9 gr / Ib Input Connector MC4 Compatible MC4 / MC4 Compatible Amphenol AH4 ...... .. Double Insulated; I Output Wire Type / Connector Double Insulated; MC4 Compatible MC4 / Double Insulated; MC4 Compatible Amphenol AH4 Output Wire Length 0.95/3.0 1.2/3.9 m % ft Operating Temperature Range 40 - +85 / -'4'0'- +185 C / °F Protection Rating IP68 / NEMA6P Relative Humidity. 0-.100 % Rated STC power of the module. Module of up to +5% power tolerance allowed PV SYSTEM DESIGN USING SINGLE PHASE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTERtX1131 HD -WAVE Minimum String Length 8 10 18 (Power Optimizers) Maximum String Length (Power Optimizers) b 25 50 Maximum Power per String 5700 (6000 with 5250 6000 12750 W SE760OH-US) ............ . Parallel Strings of Different Lengths or Orientations Ye, 1zjFor detailed string sizing information refer to: http://www.solaredge.com/sites/default/files/string_sizing_na.pdf. 131 It is not allowed to mix P405 with P300/P370/P400/P600/P700 in one string- Array LayouT Find the required structural attachment points. Mark these using a vertical (N -S) chalk line on the center of the rafters. Spacing may vary depending upon project specific structural requirements; i.e. high snow and wind load areas may require lesser bracket spacing in the E -W axis vs. the maximum spacing. Max spacing is 48" for portrait orientation and 72" for landscape orientation. Consult project layout diagram for project specific bracket spacing on the roof. Install Rock -It Mounts to predetermined mount spacing. • The array skirt sections are the width of a typical ov cell module - use the array skirt as a guide to lay out module placement. Note: The distance between the rows of mounts is calculated by the module dimension N -S plus 1 3/8" (35mm). Lag screw should be installed as close to center of exposed shingle as possible. The minimum distance between the lag screw and the edge of the shingle is 1/2". GreenFasTen FLasHInG InsTaLL 1 Locate the rafters and snap horizontal and vertical lines to mark the installation position for each GreenFasten flashing. 2 Drill a pilot hole (1 /4" diameter) for the lag bolt. Backfill with sealant. EcoFasten Solar recommends an EPDM mastic. 3 Insert the flashing so the top part is under the next row of shingles and pushed far enough up slope to prevent water infiltration through vertical joint in shingles. The leading edge of flashing must butt against upper row of nails to prevent turning when torqued. 4 Line up pilot hole with GreenFasten flashing hole. Insert the lag bolt through the EPDM bonded washer, the Rock -It slide, the gasketed hole in the flashing and into the rafter. Torque: The range is between 100-140 torque inch -pounds depending on the type of wood and time of year. The visual indicator for proper torque is when the EPDM on the underside of the bonded washer begins to push out the sides as the washer compresses. If using an impact wrench to install the fasteners be careful not to over torque the fastener. You may need to stop and use a ratchet to finish the install. *The Engineer of Record shall check capacity of rafter to support lag screw loading. GrounDinG inFormaTion The rail -free Rock -It System may be used to mount and ground PV modules that comply with UL 1703, only when that specific module has been evaluated for mounting and grounding, in compliance with the included installation instructions. Note: Grounding lug must be visible to inspectors from the entire perimeter of the PV array. Multiple Use Grounding Pins Grounding pins within the Mid -Clamp are multiple use bonding/grounding devices. Modules will need to be adjusted if the Mid -Clamps are loosened to ensure there is "new" metal to pierce into upon retightening. Grounding Method Rock -It 2.0 Mount bonds N -S rows of modules Rock -It 2.0 Coupling bonds E -W rows of modules Array Skirt 2.0 bonds E -W along the entire array when installed One Burndy CL50-1TN ground lug is required per PV array, limited to 300 modules placed in either portrait or landscape orientation. BonDinG AssemBLY anD BonDinG PATH Bond Path Ar Grounding Lug Eqund6;muctor ent!C'GCavonding CoF Integrated Bonding g__WY to Baan 8-uml Rock-tt Coupling ■ Rock -it Mount Rock -R Array Skirt It Bond Path - - Bond Path .,...�..,.�.., _... .: .. .,- ' ® Groundmg Lug - ..- It .A �.. the i - -_ft - ® Grounding Lug Equipmenc Groundmg Conductor(EGCpEquipment Grounding genv�.dty to edrtn ground Ccnductor(EGC} _;t.. ,,, itl r• Rock -It Coupling-- " - - - gray toc ui ground Rock -It Coupling ■ Rock -rt Mount t ,. Rock -It Array Skirt - ■ Retio-K Mount - —Rxk-It Array Skirt www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 4 www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 12 THermaL EXPansion anD BonDInG it f4 14 h - i4 A thermal expansion gap is -- Bond path required per each continuous 40' It tf it n tt - length of modules. Grounding Lug It If 11 It t4-'x` - -- Equipment Grounding Conductor (EGC} Omit a coupling and leave a 2" g(ourGif to earth gap in the array skirt and also If 4t ,, „ Rock-UGoupling between the modules at that . Rock-it Mount point. ft 11 �^ tf tt it ^ Rock- it Array Skirt BracKeT sPaonG Portrait Orientation Landscape Orientation 32mm, 35mm & 40mm Modules: Max east/west bracket spacing is 72" OC. Maximum east/west bracket spacing is 48"OC. 32mm Modules: Max east/west bracket spacing is 48" OC. Spacing may vary depending upon project specific structural requirements; i.e. high snow and wind load areas may require lesser spacing E -W than the maximum. sTaGGereD LAYOUT canTlLever anD oFFseT Staggered Mounting Points .w Cantilever J Rock -It Mount -Rock-It Coupling The array layout instructions in this installation manual offer a general overview of layout. Periodically, due to a variety of factors (roof obstacles, shading, etc.) other layouts are required. Offset Cantilever: Maximum cantilever is 1/3 bracket spacing. For portrait orientation installations, check layout prior to installing. Offset: Offset from all roof edges depends on wind speed, snow loads, local fire and building codes per location www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 13 Product data sheet DU222RB Characteristics SWITCH NOT FUSIBLE GD 240V 60A 2P NEMA3R Product availability: Stock - Normally stocked in distribution facility Price': 353.00 USD Main Commercial Status Commercialised Product or component Single Throw Safety Switch type PIMILBANK' 200 AMP -5 & 7TERMINAL— KINGLESS— 600 VAC 10 �4 + 01 ,,1 O 0006 9 4801 U4801 -XL -5T9 _r Q4`'I 1 1 ' Li�fer iy " � 1 " 4551 O O O 4701 U4551 -RRL Q5 © U4701 -RRL 200 AMP -5 & 7 TERMINAL—RINGLESS -10 OR 1 303W TERM [In] rated current 60 A CATALOG NUMBER HUB Product certifications UL listed BYPASS DIMENSIONS NEMA degree of NEMA 3R LINE LOAD protection W" H" Disconnector device Non -fusible disconnect 2 3 type d 6 Device composition None `o U4801 -XL -5T9' Device mounting Surface o 0 #6-350 Number of poles 2 a 13 Electrical connection Lugs R U 2'/2 Series name General duty $ '/4 I'/4,' /z C N U OH/UG I U4551 -RRL Loa 1 #6-350 #6-350 LEVER Ordering and shipping details 13 a m Category 00106 - D & DU SW,NEMA3R. 30-200A ° a Discount Schedule DEIIA Y4,'/2 7 OH/UG U4701 -RRL GTIN 007859014914910 d -` a o Nbr. of units in pkg. 1 m m Package weight(Lbs) 4.70 ° " ° . 9n R m Product availability Stock - Normally stocked in distribution facility L 1E 8_E 0 Returnability Y t m n=may Country of origin MX $�E 4 _ a o -=s m ° ° Contractual warrant y � � m Period 18 months �y= �@ = m U C,y m O m m L cam " n m E.1 o a c.° c m ° m ° o a�=a U 4i _mN �a 2 m o ° m d=o@ mom'@ C 6 E .o 8«`o � m ==ate d c ry a C O N Em`�fn H C O m c N C L C U T na�`m c m O C O mR -5 a O m m " L L «m ~~— Z Oct 13, 2014 Schneider 1 PIMILBANK' 200 AMP -5 & 7TERMINAL— KINGLESS— 600 VAC 10 �4 + 01 ,,1 O 0006 9 4801 U4801 -XL -5T9 _r Q4`'I 1 1 ' Li�fer iy " � 1 " 4551 O O O 4701 U4551 -RRL Q5 © U4701 -RRL 200 AMP -5 & 7 TERMINAL—RINGLESS -10 OR 1 303W TERM SERVICE CATALOG NUMBER HUB CONNECTORS CU/AL BYPASS DIMENSIONS CONCENTRIC KO'S LINE LOAD D" W" H" 1 2 3 4 5 6 5 OH/UG U4801 -XL -5T9' C.P. #6-350 #6-350 LEVER 47/8 13 19 3 2'/2 3 3 '/4 I'/4,' /z 5 OH/UG I U4551 -RRL I H.O. 1 #6-350 #6-350 LEVER 41A 13 19 3 21/2 3 3/4 Y4,'/2 7 OH/UG U4701 -RRL H.O. #6-350 1 #6-350 1 LEVER 4'/e 13 19 3 21/2 3 3 1/4 '/4,1/2 HUBS: For proper hub selection see the hub suffix chart on the accessory page. BYPASS: Lever bypass and the lever supplies clamping action on jaws. ' FACTORY -INSTALLED FIFTH TERMINAL: Includes factory installed fifth terminal in the 9 o'clock position. 10 S 30110N SIH13/10W-ghf lON 00 7- :aoloadsul ��/ 2'� :a}aa BE69-bS9-SOS le uoi;aadsui-aa aol Ileo `apew uaaq aney suoi;aaaaoo ua4M. SGA :paainbaa uoiloodsul-aa Wd/INS;�, quail :uoiloadsui aol alga�iana quo ON r f1 � IlG n 2 :aaquanN MwJ8d :ssaippd qof Oc w :adaSl uoil3adsul 33110N N01103dSNI xeJ 6068 -LEO (000) • aq/jjo 9580-9E0 (EOE) auij uoijoadsu/ EE69-tTe (EOE) uoisinia uoi}oodsul 6uiplin8 39am 1V3HM d0 A113 i r City of Wheat Ridge V Ir `� Residential Roofing PERMIT - 201705580 PERMIT NO: 201705580 ISSUED: 08/07/2017 JOB ADDRESS: 4009 Allison ST EXPIRES: 08/07/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles with 29.35 sq. *** CONTACTS *** OWNER (303)656-7448 BRUNE DAMON SUB (720)382-5280 Rich Sage 090305 5280 Roofing & Exteriors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00 FEES Total Valuation 0.001 Use Tax 210.00 Permit Fee 204.30 ** TOTAL ** 414.30 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201705580 PERMIT NO: 201705580 ISSUED: 08/07/2017 JOB ADDRESS: 4009 Allison ST EXPIRES: 08/07/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles with 29.35 sq. I, by m si re, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, appli ui i codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by e legal owin of the operty and am authorized to obtain this permit and perform the work described and approved in conjunction with is permit. I her e that. m legally authorized to include all entities named within this document as parties to the work to be peri rmed that al wok to be performed is disclosed in this docum t an /or its' accompanying approved plans and specifications. ON11 _ Si`gnture of OWAs o TRACTOR (Circle one) Da 1. This permit wae ase n the information provided in the permit application and accompanying plans and specifications and is subject to the compl` ce 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 Budding Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance anting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable c e o ny or�imagul ign f this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official 49 Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz �os�gd From: no-reply@ci.wheatridge.co.us Sent: Monday, July 31, 2017 5:10 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny 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 Property Owner Name Property Owner Phone Number Property Owner Email Address 4009 Allison St. Damon Brune 303-656-7448 damonbrune@gmail.com Do you have a signed No contract to reroof this property? It will need to be provided at the time of permit pick-up. Attached Copy of Field not completed. Contract CONTRACTOR INFORMATION Contractor Business 5280 Roofing and Exteriors, Inc. Name Contractor's License 090305 Number (for the City of Wheat Ridge) Contractor Phone 720-382-5280 Number Contractor Email Address rich@5280roofingandexteriors.com Retype Contractor Email rich@5280roofingandexteriors.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing asphalt Owens Corning shingles Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 29 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 29.35 V (pitched + flat) of all 2 roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) house and garage 4/12 pitch 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 Rich Sage Email not displaying correctly? View it in your browser. 3 a Roofing 0 Glitters • Siding • Paint v5280 s Windows ;7 n� ;,,:4 Custorncr Addressq'n:n &jA'S , state Zip���� Job Address 45� Email state 2zip �r PERMIT Insurance Claim N (�,>� `/ Agent _ AdiusterD . Phone Fax Storm Damage Experts • Insrurance Claims Specialists s 303.931.0970 Fax:303.477.3117 8376 S. Owens Way Littleton, CO. 80128 Home Work Cell -Ile-7403 Contract # Representative Rep phone I,mail The owner does hereby employ 5280 Roofiit.Q & Exterior, , Inc. to do all the «urk and proNide all the tools. machinerx and suocn ision necess n for: 5280 Rooting & Exleriory, Inc, shall commence the n ork to he performed within da) .% from the date of 5280 Roofing & Exteriurs, Inc. rccci� ing the ACV (Actual Cash Value) cheek, and shall complete the work —da) s thereafter, or bN whichever comes lalrr. time beim of the essence of this contract. Insurance Claim Axreement This ccmu-:ict authorizes 5280 Roofing & Exlcriorr, Irrc, to represent )our best interest, and negotiate pour insurance claim to ensure that )our dama=ed property will he repaired or replaced «ith no "out of pocket" cost to) ou except your dcductihlc. We use standardized price lists and estimating software to ensure that your insurance company kill comply with fair market pricing, current building codes and strict indusm standards to make sure your property is restored PROPERLY! The final project costs will not exceed the tinal R( -'V (replacement cost vilue) agreed upon h) Noor insurance company. If your insutancc coimpao) %N ill nut pa) for datnages, this cuntract is void! If %ce get your claim appm\ed. Nou let us do the work. This guarantees that )ou will not pa) more than the insurance allowance for the work that arc do. INITIALS Acceptance of Proposal: The above terms and conditions and those contained on the reg erre side are xttisfactor) and herby accepted. You are authorizing 5284 Routing & Exteriors, Inc•. to do the work as specified herein and any additional work requested I HAVE READ AND AGREE TO THE NOTICE ON THE REVERSE SIDE Property Owner or Authorized .A2xnt J ..__ Date: lv - :�4�jCompany Authorized Agcn Dale: NOTICE F .H O CANCEL* You, the buyer, may cancel this contract at am time prior to midnight on the third business day after the date that you signed this contract unless scrvices have already been pro,. ided and/or negotiations have begun. City of Wheat Ridge Residential Roofing PERMIT - 201705580 PERMIT NO: 201705580 ISSUED: 08/07/2017 JOB ADDRESS: 4009 Allison ST EXPIRES: 08/07/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles with 29.35 sq. **REVISION: Adding redecking; Added valuation: $1500.00 *** CONTACTS *** OWNER (303)656-7448 BRUNE DAMON SUB (720)382-5280 Rich Sage 090305 5280 Roofing & Exteriors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,500.00 FEES Total Valuation 0.00 Use Tax 241.50__ Permit Fee 236.00 ** TOTAL ** 477.50 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201705580 PERMIT NO: 201705580 ISSUED: 08/07/2017 JOB ADDRESS: 4009 Allison ST EXPIRES: 08/07/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles with 29.35 sq. "REVISION: Adding redecking; Added valuation: $1500.00 I, by myy�signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applical� ' in- codes, and all applicable municipal codes, policies and procedures, and that 1 am the legal owner or have been authorized byiegal ow r of the operty and am authorized to obtain this ennit and perform the work described and approved in conjunction with tarts pen -nit. I her atte that I am legally authorized to include all e;m1ti named within this document as parties to the work to be performed and at all ork to be pe o closed in this docum and/or ts' accompanying approved plans and specifications.'KI /'�� // --�- — ature of OWNER or CqNf RACTOR (Circle one) , ate This permit was issued base -` the informationprovided in the pen -nit application and accompanying plans and specifications and is subject to the compliance with tlYose documents, and all applicable statutes, ordinances, regulations, policies and procedures. 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. If this pen -nit 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 Budding Official and is not guaranteed. 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. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. The issuance or granting of a pen -nit shall not be construed to be a pen -nit for, or an approval of, an�� violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildil ffll*U ak.. # Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS D _ FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Midge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(fti.wheatridge.co.us I FOR OFFICE USE ONLY Date: Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: r� p Property Owner (please print): - 'L� � Phone: -�q4" Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: C 0 U ` Contact Person: Phone: " Contractor: Contractors City License #: Contractor E-mail Address: Phone., tom' D �A�o irk "l Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with 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'. -Op this application. CIRCLE ONE: (OWNER) ONTRACTOR) _ (AUTHORIZED REPR ENTATIVE) of (OWNER) (CONTRACTOR) ' ``-'�C PRINT NAME: Y ' SIGNATURE. ` DATE: , t ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received Water District ❑ Received Sanitation District ❑ Received DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: ❑ Not Required ❑ Not Required ❑ Not Required Building Division Valuation: $ 4 f/ry 0 e4i/din (3p3 9 ins 4 �303J235 834o93pention Div�c'F fcc .oecti Sion b7s @Coo'A,Spc(3020 �e n%Ype Cr,�N �� ob drePermit�ibss: Nor-/cF er. a X �U r` No one l nSpooti a V/lab/ e f at/, �n correct'o s r0�lU/reo( Sid s @Ct/On. Tm have b YeNO e Mi fo,,r pM D� / e iq S/) r'' A Ctopest oa s at 3p32345933 F ry/SNO r/�,c 11;59 P.M. . s..sreey & IXL-t "nett VI INL-.t°"1:.t9i:+i:;.AVi lVO ir � A (C ontract or • of • labor included in the soft • t Building Division Valuation: $_ 992 S. 4th St. Suite 100/140 Brighton, CO 80601 Office: 720-663-PIPE (7473) Fax: 720-230-5022 4009 Allison St Wheat Ridge, Co. 80033 Lynn, Sewer Solutions is proposing to replace sewer from the cast iron stub out to just underrieath city sidewalk where pipe is broken. Inclusions: Pipe, fittings, laborers, plumbers, excavation, haul away, cornpaction, Squeege, camera work, locating of the sewer line, clean up, permits and inspections, Exclusions: Sod replacement, any buried electrical lines, any concrete work, any asphalt work. Note: We estimate this work to take one day. Client will have sewer service the same day. Its our understanding per the seller / buyer agreement that the seller is to provide two way cleanouts, That is standard in any sewer repair and has been spelled out under "Scope". Warranty: 5 year parts and labor on the work we perform only. We do not take any responsibility for the clay the pipe left on replaced. Sewer Solutions proposes to complete the work spelled out her 1."or a total of $2300.00 Thank you, Jimmy Archuleta Authorization Date ♦ ♦ CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: P�:C- Job Address. YX) �(�f!`� S. Permit Number: 6 p Er f � ❑ No one available for inspection: Time ! 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SSSZ-S£Z-£QE =a3BlO E£009 00 `86p!a leayM '-anV q,6Z 'M 005L q uo►siArp Otyp►ing -LN3kVd073113Q 3+.LiNtIVvMJO -zi- 4:0 jQ /4l:)__ Z'd £L8Z996E06 Buiboo~j gbIH welunoW dL960 b0 96 unf uo1poliddy liuuad Bu!pime aptulsaed II PEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 8457 BUILDING INSPECTION DIVISION. 235-2855 CITY OF WHEAT RID~E Date: 1/28/99 7500 WEST 29TH AVENuE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 4009 ALLlSON$T Contractor License No. : 19543 Company: Reitz Roofing, Inc. I OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 424-29B6 Phone: 466-0161 I hereby certify that the setback distances proposed by this pe~' it 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 measur ants shown, and allegations made are accurate; that I have read and agree to abide by all c nditions printed on this application, and that I assume full responsibility for compliance t'.ith the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinanceSj for work under this pennit. (OWNER)(CONTRACTOR) SIGNED I DATE Total: $2,497.00 $B3.25 $0.00 $3746 $120.70 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: Reroof wi T -lok30# BUILDIN DEPARTMENT USE ONLY SIC: Sq. Ft.: Approval: Zoning: --- Approval: Approval: Occupancy: Plumbing Company: Stories: Residential Units: Walls: Electrical License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set fO h in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Rid~e, Colorado or ~ other applicable ordinances of the City, This permit shall expire if (A) the work authOrized is not comme ced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 day's. I If this permit expires, a new permit may be acquired for a fee d one.-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or aban ment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. , .' No work of any manner shall be done that will change the natlj I flow of water causing a drainage problem Contractor shall notify the Building Inspector twenty-four (24) ~ urs in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and spe~i cations shall not be construed to be a permit for, nor an approval of, any violation of the provisions ofth-.p: d any other ordinance, law. rule or regul~ Ion. Chief Building nspector THIS PERMIT VALID ONLY WHEN SIG ED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 4 HOURS PRIOR TO INSPECTION (t) (2) (3) " DEPARTMENT OF PLANNING AND DEVELOPMENT . BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: APPU(f\,ID N Property Owner: .5 h~ '-~\ l"'^~".9 Property Address: '1oo~ i'., I,',cn s ~ Contractor License No.: 1 ,,/S{(} Company: Re:~-tL. k'6o~V'>1 .=I:...,,,- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone:-7'?'I- ;:I9zr6 Phone : -;:V~.G _0/ c./ Construction Value: :?'i 'T 7 Permit Fee: Use Tax: 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 a~ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applic~at Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED p~~...J~Z~ DATE t- n'-7? / I 1 Total: Use: Description : (2eroo r w/r L ~ /<. 3D~ BUILDING DEPARTMENT USE ONLY ~o!mmig.9gJrn"l!~ Approval: Zoning: ~Ial(lg-,yommllntslll Approval: eOJ)lr~~9gJJ!l'lLtg Approval: Occupancy: Walls: SIC: Sq. Ft.: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yapur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin9. Gode ofvvtleat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized Is suspended or abandoned for a period of 120 day's. . If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made In the original plans and speciflcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or jf suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem, Contractor shall notify the Building lnsfector twenty-four (24) hours In advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases 0 thel'Ob, , ., . ..' , The issuance of a permit or the approval 0 draWings and SpeCIfications shall not be construed to be a permit for. nor an approval of, any Violation of the provIsions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 8442 . BUILDING INSPECTION DIVISION. 235-2855 CITY OF WHEAT RIDGE Date: 1/22/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Properly Address: 4009 ALLISON ST Contractor License No.: 1B06B Company: Metropolis Heating OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 424-2986 Phone: 233 1307 (OWNER)(CONTRACTOR) SIGNED DATE Total: $1,000.00 $3B.75 $0.00 $15.00 $53.75 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and a~ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Use: Descri ption : Replace furnace BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: Zoning: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work. authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The Issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the 'Iding cod s or any other ordinance, law, rule or regulation. (1) (2) (3) Inspector THIS PERMIT VALID ONLY WHEN SIGNED BYTHE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: APPUC.",ID N Property Owner: VU'o{X/5 Property Address: 7'UJ'( Ad (i50/'- ::s f- ' Contractor License No, : I JOe, ;r Company :,#; e -fro #&// /j- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT &J~t."cl~hone: L(p/(I-J.9g~ Phone ~?.>dj- ~;Z3:J? &') ? ~, ,,--- 1_.....' I hereby certify that the setback distances proposed by this permit application are accurate. and donat 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 aQree to abide by all conditions printed on this application, and that I assume full responsibility for co phance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh~ rcIi _5, for work under this permit. (OWNER)(CONTRACTOR) SIGNED/" ./::. DATE ;:',/./?7 Construction Value: Permit Fee: Use Tax: Total: Use: Description: 1/ ;::Qpk<c f' ;z;;. 1'1'1 t/ (G2...... BUILDING DEPARTMENT USE ONLY Zo-~ommentSJ Approval: Zoning: !3~la!!!lm>omm.ms-'l Approval: SIC: Sq. Ft. : ~OtiI~.Q~~rnments::l Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval : (4) (5) (6) This permit was Issued in accordance with the provisions set forth in yopur application and Is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin~ Code of Wheat Rid~e. Colorado or any other applicable ordInances of the City. This permit shall expire .f (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires. a new permIt may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Insfector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases 0 thel'Ob, The issuance of a pennit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building Inspector .."._~,. _'.....,.,...-".b... ._A_,~" .-...,'..... .-.' -- .- . -~ .~"'"...~- ......'..,.. ~_.._..,-- / r PROPOSAL/CONTRACT REITZ ROOfiNG, INC.. R 6685 7695 Church Ranch Blvd. 11100 Westminster. CO 80021 (303) 466-0161 3;;;;'~. NAME PHONE I. DATE -S-j, - /~ J.,_ .k ,:/';"'1 ,~) l S:>(" J~" /.;? /,i";\'" , ..' ADDRESS 7 JOB LOCATION <<.1/\ 1 lIP ....)i <:-' 5., ~ CITY. STATE ZIP CITY. STATE ZIP /, ) k_ ." . J \\,. . .- , WE HEREBY SUBMIT SPECIFICATIONS AND ESTIMATES FOR: o Reroof the entire house/building with 3-tab shingles $ (J Reroof the entire house/building wrth T.Lok shingles $ 6J/r' ;i' 7."'0 o Reroof the entire house/building with Heritage Shingles $ Q Underlay valleys wrth roll roofing or galvanized valley tin. ISJ Seal or counter flash all walls. flues and vents. Replace ~ 1 112" _ 2" L 3" _." Pipe Jack Flashings. ISJ Clean up and haul off any debris, ISJ Furnish permit: install roof to meet all City and UBC Building Codes. EJ Warranly roof for 2 years on all workmanship. Q Supply customer wrth lien waiver, proof of insurance and manufacturers warranty, o Tear off _Iayer(s) of roofing on the entire roof. ,. .,1,.1.' . , I We propose hereby to furnish material and labor - complete in accordance with above specifications for the sum of: . w ._" ". "I' ~ I'"~ $ /It.,l.l-?-J ) _ ':',"! _ ,'- . , '.' " ,/ .' .., ,. /.', .// ':' (' J' Ii ~., -., .-" ~ './ .,"" 1'1 dollars ( :,'Y - ,,' TERMS AND CONDIT1ONS Payment to be made as tallows fiJ Paid in tull upon completion ot The undersigned agrees that he/she will be liable for the reasonable Job 0 _ % down, balance upon completion additional costs necessitated by his/her request tor a change in the above specifications, and that Reitz Roofing will be bound by such Reltz Roofing guarantees that all matenaJs will be as specitled above. change In specifications only if it is in writing. The property owner is to Reitz Roofing will perform its part at the contract in a manner carry fire. tornado and other appropriate casualty insurances. consistent with roofing industry standards Performance by Reitz Roofing is subject to strikes, accidents and delays beyond the control Default of payment. The undersigned agnees to pay interest in Ihe of ReItz Roofing. amount of one and one.half percent (1-112%) per monlh from the date due on any unpaid portion of the contract price. The undersigned also Reitz Roofing IS not responsible for any damage to th", property before agrees to pay all costs of collection induding Ihe cos" of perfecting a the root is applied. Reitz Roofing carries Disability and Public Liability mechanics lien, court costs, and all reasonable attorney's tees and Insurance. Three days aher acceptance, if cancelled, customer must interest in the amount of one and one--half percent (1-1/2%) per month pay lor any restocking charges. permit fee, or any other costs that on all collection costs from the date incurred. RBltz Rooting has incurred from the acceptance of this proposal Both parties have read and understand this contract and agree to the terms and conditions stated here~in. .----- Signature Authorized Signature -,,-- /~/.. 1~~-'''7 ,,vA , Date of acceptance: . ForR.. iog/ "- Nota: This proposal may ba wrthdrawo by us if not accepted wrthio ):0 days, ~