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7610 W 48th Avenue
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 day PERMIT:,, ADDRESS:'%lr/� �)`- JOB CODE: 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 PERMIT:,�Ai goJ2LO ADDRESS: 1�0/U 4)�l� JOB CODE: 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 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 401 Gasline 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 /Z 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 Inspection Type: q0q- �(, rw/ /? , Job Address: 700 t-/ W 4 A f, Permit Number: `201 ZE ?4 % 4f I - h i3 fi+t ❑ No one available for inspection: Time PM Re -Inspection required: Yes 6 When corrections have been made, call for re -inspection at 303-234-5933 Date:/� 110 Inspector: ham Uv -(ft DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /I E- �'- S; e Job Address: 1 D W L-1( 7 n Iq v Permit Number: o I 6 3'-'6 ❑ No one available for inspection: Time > > / X�/Pm Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: / < Inspector: J. _ ' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: rE_ Job Address: 7rpL✓" �-e Permit Number: 1/1 ❑ No one available for inspectbN ime �� AM/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: Wqll 7 Inspector: DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Solar PERMIT - 201708860 201708860 ISSUED: 11/30/2017 7610 W 48th AVE EXPIRES: 11/30/2018 Residential Solar installation of a 5.7 kw flush mount solar PV system. *** CONTACTS *** OWNER (970)485-9954 WILLIAMS ANGELA P SUB (303)974-8858 Yurii Wong 160174 Epic Solar & Electric LLC *** 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: 14,250.00 FEES Total Valuation 0.00 Investigative Fees 500.00 Residential Solar 500.00 ** TOTAL ** 1,000.00 *** 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 in signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, apPica ble building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. �10"( Signature off- OWNER or CONTRACTOR (Circle one) Date I . This pe�mit'was issued based on the information provided in the permit application and accompanying plans and specifications and is subject t Ae compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired pen -nits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief BOAdiiii7official... Date REQUESTS MUST BE MADE BY 11:59PM ANY iUS SS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of A ; W heat l�jdge MUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits (c)_ci.wheatridge.co.us FOR OFFE SE ONLY Date: I f -7 Plan/Permit # c�D 7V V O bV Plan Review Fee:�jSD Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: jU Li �a Property Owner (please print): Phone: <9-70 Property Owner Email: Mailing Address: (if different than property address) Address: City, State, State, Zip: Architect/Engineer: �')(Djc - Architect/Engineer E-mail: _ U,o�os, Phone: `� �i Contractor: cLL C - Contractors City License #: Contractor E-mail Address: , Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # 0 Plumbing: W.R. City License # Phone: X3 `` qq - M5 � �_ , rs�'_ Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ EJLECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT D,OTHER Describe `;. �1 _min/ �U�t PU (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): /f -_.4� ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer DEPARTMENT USE ONLY l / --7_1 DATE: —� OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 67 000 CAA Emil Y: ` - ..-...... ROOF MOUNTED PHOTOVOLTAIC SYSTEM FOR SINGLE F DWELLING PLAN REVIEW COMMENTS Project Description: Project Address: Permit App. Date: Permit Valuation: Type of Use: Occ. Group: Design Professional: Applicant Contact: Plans Examiner: Engineer's Email: 1st X Review: 5.7 KW PV system for SFD 7610 W. 48' Ave. 11/3/17 $14,250 Solar Panels U Mike Wong Same Dan Schultz 11/17/2017 The project plans were reviewed for id 2012 International Residential Code Electrical Code (NEC) and the 2012 1 Plan Check No.: 20t7O88 Plan Check. Expires: jl /13/18 Adjusted Valuation: $20,000 Type of Const.: VB No. Stories: 1 Phone: % (303) 913-8262 Phone: % Same Phone:, (303) 235-2803 311 Review: zerYis Bold Comments By Appt. dice wi the following codes and standards: 2012 nternational Building Code (IBC); 2014 National itio I Fire Code (IFC) • RESPONSE LETTER. To expedite proje t approval, Please provide a separate written response indicating the sheet number, note numr & or detail number where each comment was addressed on the plans. • Cloud and delta all revisions and i Jude in the title block of all pages. • Resubmit all previously, review plans, updated plans and supporting documents with each subsequent review. • AFTER 2nd PLAN REVIEW: P ase call the plan check engineer listed above to schedule a plan review appointment, to expedite pr ' ct approval. • For clarification of any plan review comment, please call the plan check engineer listed above. Note: Plan checks expire 360 days from date of submittal. 1 General 1. Return all sets and documents plus 2 revised sets and documents. Provide a response letter, cl ud all revisions and note the page number the revision can be located. Note the following adopted codes on the cover sheet of the plans: 2012 IBC, 2012 IRC, 2012 NFC and 2014 NEC. For all future applications, provide documentation (Certificate of Compliance) from an approved testing agency, that the photovoltaic System has been tested, listed and identified with a Class "A" fire classification in accordance with UL 1703. (The photovoltaic system consists of the racking system and the module as an assembly). Refer to International Solar Energy Industry Agency (CALSEIA) web based data base at http://caIseia.org/u1-1703-compliance-database#roof. A copy has been provided for your convenience for this application. 4. Pri t the following standard notes on the cover sheet: "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." 1605.11.3.1 C "An OSHA approved ladder shall be provided and secured to the structure at the approved roof access point per note above with a OSHA approved device during all inspections" "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 Xthe photovoltaic mounting and/or rail system." "Final inspections for both the panel upgrade and the photovoltaic system shall be conducted concurrently" Ve- "Electrical permits for MSP upgrades require three inspections including a rough ,electrical inspection, lath inspection and final inspection. "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 V additional installation requirements of NEC 690.31 (G)(1) through (4)" here a UFER cannot be verified or is not present one supplementary ground electrode ll be installed and embedded a minimum of 8feet into the ground andfitted with a 1ted clamping device." "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." LAA PROFESSIONAL BUILDING & SAFETF-F,NG]NF,ERING/INFR.ASIBUCTURE MANAGEMENT Arch' ctural & Structural Specify location of roof access point on the roof plan. "Roof access points requiring a ladder shall be located in areas that do not require the placement of ground ladders over openings such as windows or doors and located at strong points of building construction in locations where the access point does not conflict with overhead obstructions such as tree limbs, wires or signs." (IFC 605.11.3.1) Specify type, size and spacing of existing roof framing members on the plans. 7. Provide an attachment detail for the photovoltaic system standoffs specifying bolt diameter, length, material and embedment into each rafter with the maximum spacing. Single note is sufficient. Dimension & cross -hatch the roof access pathways as follows: a. Single Ridge Roofs - Except for roofs with a slope of 2:12 or less, panels/modules installed on residential buildings with a single ridge shall -be located in a manner that provides (2) three -foot -wide access pathways from the eave to the ridge on each roof slope where panels and modules are located. IFC 605.11.3.2.2 Ele rical The PV system shall be equipped with a rapid shut down function. Provide documentation on the rapid shut -down function or demonstrate the PV system is equipped with a rapid shut down function. NEC 690.12(1) through (5). The rapid shutdown system shall be located within 10 feet of the solar array. Show rapid s tdown on the plan within 10 feet of the solar array. NEC 690.12(1) Justify the supply side tap by providing the NEC code section allowing a supply side tap. The scope of this photovoltaic system application proposes a supply side tap (SST) via a supply side connector (SSC). Provide documentation that the proposed SSC is listed from Underwriters Laboratories (UL) or provide a note on the plan that "Documentation from Underwriters Laboratory (UL), verifying the proposed SST completed the UL Field Evaluation application process and passed and UL field inspection, shall be provided to the inspector at rough inspection." PMarHandwritten s Labels and Wirin Si ns Note on the label sheet: "All placards shall be weather resistant permanently etched placards.. signs will not be acceptable" 13. 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) Maximum circuit current e) Maximum rated output current of the charge controller (if installed) CHARLES ABBOTT ASSOCIATES, INC. 390 INTERLOCKEN CRESCENT. 3"" PI.00R• BROOMFIELD. CO 80021 TOLL FREE: (8,66) 530-4980 EMAIL: AV'\NAV'.CAAPROFESSIONALS.COM PROFESSIONAL BUILDING & SAFETI'/ENGINEERING%INFRASTRpCTLIRE MANA61,NILN'F 4f/4. 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 690.56(6) & 705.10. Specify the format of all markings, labels and wiring signs including lettering coloring on b ckground, letter height and capitalization. Unless otherwise noted, all warning labels shall be n compliance with NEC 110.21 (B) (3) and ANSI Z535.4-2011. 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) Lettering shall be white on a red background. CHARLEs ABBOTT AssOc1ATES, INC. 390 IN ERLOCKEN CRESCENT. 3"'' FLOOR- BROOMFIELD. CO 80021 TOLL FREE: ( 866) 530-4980 E\1AIL: N\NVN\.CAAPROFESSIONALS.COM O ++ m L H 7 m s 4.1C C 3 O ..0 N L m L O 4) S 4.0C N C 0 C O O. E O v m s ++ s O L t O m m t t m N C et L m ir m L m .0 40 O C C m 40 CD -o a, j u CL d E O 10 i d i N C s _ a •L r d 'C G V1 f0 = 7 N V LL Ocr u J W J— f0 V1— eel N M 4 Michael C. Wong, P.E. Consulting Engineer 3959 S Lookout Hill St. Watkins, CO 80137 Office 303-400-9446 Cell # 303-913-8262 November 1, 2017 Epic Solar and Electric 9411 W. 104th Avenue Westminster, CO 80021 RE: Solar Project - 7610 West 48th Ave., Wheat Ridge, CO 80033 Per request, the undersigned has reviewed the existing roof framing, project location, and specifications of the solar panels (Silfab SLA -M-285 Watts Modules) which are to be installed on the Williams residence located at the above address. The existing roof support deck was constructed of 2"x4" trusses on 24 -inch centers. Roof pitch is approximately 6:12 (field verify). I was requested to evaluate if the existing roof framing would be adequate to carry the additional load due to the proposed solar panel installation. The combined Silfab SLA -M-285 Watts Modules and racking system weigh approximately 3 pounds per square foot (psf). Unirac SolarMount rails and L -bracket with Uniarc flat flashings will be used to attach the solar panels to the roof by using minimum 5/16" x 31/2" stainless steel lag bolts, 4 -ft max spans, staggered at each row. For the location of the project site, City of Wheat Ridge has adopted the International Building Codes, 2012 Edition as the City's Building Codes; design wind speed is 105 mph, Category II (3 -seconds gust), Exposure "c" roof snow load is 35 psf. In my opinion, the existing roof structure is co "dere�to'be a6.Oj 6VA'•. }' carry the additional load due to the proposed solar panel installation without remedial structural measures. Very truly yours, C. Wong, PE. ®•��GH�=�.cC��ii'l1 d 17772 z: GJ , cc: Angie Williams, Owner Epic Solar and Electric, Contractor R CD 0 K CD M M O O 00 r0 M G n LO ��00000 O10 o> m m m N m w a c -i o 0 0 0 Nm 0 0 0 w � Go cl cl 3 OLO w r c ai v v a 00 n Ol Ol 00 r, y LO O 0 N N N r, V V 1l� M 0 CO co v co O O O O O w 0 co E'i co OD w N U �p` -Zo O U c S O Cp R A C N p U N M c W N'O w t v cL cm Q C ' O 0 N O O O O N O N O N O N > CQ m m m �. 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N 0f n '3 E E y ¢ Technical Datasheet 2 Si I fa b \`mss SOLAR S I LFAB SLA -M 28 /285/ 0/295/300 so GIC 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. Positive Tolerance (-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. Increased Quality 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 BAA ARRA o c¢ TARRIF HIGH ?THAMEP FREE EFFICIENCY ftUUAAANTEE 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. IL�III'SILFAB mm_ 1650 x 990 x 38 SLA Mono Temperature Coefficient Isc %/K 0.03 Temperature Coefficient Voc Module Power (Pmax) wp 280 285 290 295 300 Maximumo� wer voltage (Vpmax)- i 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 encir Opcuit voltage (Voc) T V_._ _ 38.7��- 1..1 39.6 40 40.53 Short circuit current9 Isc S----- ------------�A .40 T39 9.47 9.54 9.61 9.76 Module efficiency % 17.1 17.4 17.8 18.06 _ 18.8 Maximum system yoltageSVDg__ 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. IL�III'SILFAB mm_ 1650 x 990 x 38 SLA Mono Temperature Coefficient Isc %/K 0.03 Temperature Coefficient Voc %/K -0.30 Temperature Coefficient Pmax %/K -0.38 NOCT (± 2'C) `C �. 45 Aerating temperature_ _ � _ _ °C -40/+85 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 - S1 monocrystalline - 3 or 4 bulbar - 156 x 156 mm Glass 3.2 mm high transmittance, tempered, antireflective coating Encapsulant _ PID -resistant EVA Backsheet Multilayer polyester -based Frae m Anodized Al Junction Box � � --- p _ _ 3 diodes -45V/ 12A, IP67 Cables and connectors' mm 4 mm2 _-_.-_ _ .-- - 1200 mm is 5.7 � -.� �o- - ), gzx connector, MC4 comparable See installation manual SOLIFAB SLA Mono Module product warranty 12 ears 25 years > 97% end of 111 year Linear power performance guarantee _> 90% end of 12th year 82% end of 25t1 year Product ULC ORD C1703, UL 1703, IEC 61215, IEC 61730, CEC list UL Fire Ratin_g: Type 2 (Type 1 on request) Factory ------ _ ISO 9001:2008 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 +1 905-696-0267 info@silfab.ca • www.sitfab.ca C E 0 a 7.12 (A) _ 'o Iing Sbt 1 0_ C -C Pr.%VB 04.2 (a2) ro, _ okN Hob Fraunhofer 38 cxa-na-rgHoW s 9W- - of Ridge solar -.• :. SolarEdge Frame -Mounted Module Ai for North America Fast mount power optimizers with module -level optimization — Quicker installation - Power optimizers can be mounted in advance saving installation time — Up to 25% more energy — Superior efficiency (99.5%) — Mitigates all types of modules mismatch -loss, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization ,s — Next generation maintenance with module level monitoring G�t4o &fie — Module -level voltage shutdown for installer and firefighter safety USA- CANADA -GERMANY -ITALY -FRANCE -JAPAN -CHINA -AUSTRALIA -THE NETHERLANDS -UK -ISRAEL -TURKEY -SOUTH AFRICA -BULGARIA www, so ared ge. us s ® I a i ' •• SolarEdge Power Optimizer Frame -Mounted Module Add -On for North America P300 P300 (for 60 -cell modules) INPUT _ Rated Input DC Powerl'l ---- — ------ 300 ............................................ W Absolute Maximum Input Voltage 48 Vdc (Voc at lowest temperature) .............................................................. ......... ..,.......... ............... ....,........,........................ .....,................. MPPT Operating Range8 ..... ...................................... .................................. - 48 ................. ................. ...............,.,..,...-........,.........,...... . Vdc Maximum Short Circuit Current (Isc) ............................................................................................................................................................... 10 Adc ............ Maximum DC Input Current12.5 .................................................................................................................................................................... ... Adc ......... Maximum Efficiency 99.5 Weighted Efficiency 98:8 ............. .................... _ ........................ % ................................................................. Overvoltage Category II _ OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current15 ............... ........................ ............................ ....... ............... ........ ..........:............. Adc Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 _ Vdc STANDARD_ COMPLIANCE EMCFCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 ..........................................................:.........................................................................I.............,..;............. Safety ..... .............................. IEC6(class II safety}, UL1741 ........................ ......... ..................... RoHS Yes INSTALLATION SPECIFICATIONS _ Maximum Allowed System Voltage ........................................................... 1000 .............I.............., ... ...... ...,............................. _ Vdc ...:.......... ... Compatible inverters .............................................................................. All SolarEdge Single Phase and Three Phase inverters ...................................................................................:............. Dimensions (W x L x H) ........ 139 x 165 x 41 / 5.47 x 6.S x 1.61 ........................................................ ....... .................._.. mm/in Weight (including cables) ......................................................:......................I. 750 / 1.65 ........................................ , gr/lb Input Connector ............................................................................................... MC4 Compatible................. ............ ......I............ . Output Wire Type / ConnectorDouble ....................................................................................... Insulated; MC4 Compatible ....,................................................................... Output Wire Length ............................................................. 0:95./.3: ......................... !.. m�ft.... Operating Temperature Range ........................................................... -40 - +85 / -40 - +185 ..................... °C /'F Protection RatingIP68 ...................................................................i..............................,...........................................................;.....,....... / NEMA6P Relative Humidity 0-100 % ltl Rated STC power of the module. Module of up to +S% power tolerance allowed PV SYSTEM DESIGN USING SINGLE THREE THREE A SOLAREDGE INVERTER ! PHASE PHASE 208V 1 PHASE 480V Minimum String Length g 10 18 (Power Optimizers) ..............j............... Maximum String Length 25 i 25 50 (Power Optimizers) ................. ..............t......... .......... ;...................;,......,.....,....,;.,.... , Maximum Power..erStrin i 5250....,.'_......6000 ....,......12750.,... W,.. ............................... Parallel Strings of Different Lengths Yes or Orientations > 12mm/0.48in Supported frame cross-section -2.4m m / 0.04-0.094i n solar =@@ SolarEdge Single Phas For North America SE300OA-US / SE3800A-US / SE5000A SE7600A-US 1 SE10000A-US / SE1140( 5 7 10 0 The best choice for SolarEdge enabled systems • Specifically designed to work with power optimizers Integrated arc fault protection for NEC 2011690.11 compliance ✓� Rapid shutdown for NEC 2014 690.12 Superior efficiency (98%) Small, lightweight and easy to install on provided bracket Built-in module -level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation o 2 Fixed voltage inverter, DC/AC conversion only Pre -assembled Safety Switch for faster installation Optional — revenue grade data, ANSI C12.1 Sir .a' USA -CANADA -GERMANY - ITALY -FRANCE JAPAN CHINA-AUSTRAL!A -THE NETHERLANDS -UK-ISRAEL-TURKEY-SOUTHAFRICA- BULGARIA ww`MTa-redge.us r " • • Single Phase Inverters for North America sola SE3000A-US/ SE380OA-US / SE5000A-US/ SE6000A-US/ SE7600A-US / SE10000A-US / SE11400A-US / i SE3000A-US I S03800A-US ; SE5000A-US i SE6000A-US ! SE760OA-US ; SE10000A- US I SE1140OA-US I Supported Communication Interfaces i RS485, RS232, Ethernet, ZigBee (optional) j ................. .... ........... .......................... ..... ... ........... ........., .. t3 ....................... .......... ..... ........... Revenue Grade Data, ANSI C12.1 Optional",' ................................1. ...............................................................................1........... Rapid Shutdown – NEC 2014 690.12 i Yes SafetyUL1741, UL1741 SA, UL1699B, UL1998, CSA 22.2 ................... .. ..1........ .. ...............,....................................................................................... }............ Grid Connection StandardsIEEE1547 ...... ......................................................................................................................................................................... Emissions FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit size / AWG range ....... 9980 208V 1 1 ............................. 3/4" minimum / 8-3 AWG ........... ........ Nominal AC Power Output 3000 3800 5000 6000 76Q0 .............,................. 11400 ;6 AWG..... VA Dimensions with Safety Switch 30.5 x 12.5 x 7.2 / 775 x 315 x 184 ........... in / ......... .... ........ 0000@ 240V 315 260 ...1...mm ........... , Weight with Safety Switch .. , . 1.......... 51.2/23.2 ...... , ... l ................ . .. 54: .� 24: .................... i .. 5400 @ 208V . lb /.kg... 10800 @ 208V Natural Max. AC Power Output ....................i.........,.....,,. 3300 4150 5454 240V 6000 8350 10950 240V 12000 "1,.......... VA AC Output Voltage Min. Nom. Max (ll j replaceablel.:............................... Noise < 25 < 50 dBA i... ..........................................j............................... Min. -Max. Operating Temperature .................. .......,...,.....i..........................:. 13 to +140 / -25 to +60 (-40 to +60 version availablej9') ....... ,....,............. ...., ... j 'F / °C Ran a ..183 208 - 229 Vac ..... ......... Protection Rating NEMA 311 AC Output Voltage Min. Nom. Max �" j 211 - 240 - 264 Vac AC Frequency Min..Nom: Max.M ....................................................................................................... 59.3 - 60 - 60.5 ........... Hz 24 @ 208V 48 @ 208V Max. Continuous Output Current 12.5 16 25 32 47.5 A .. . .. . , , ( 21 240V �° ................... ... 42 240V @ .........,...... ............ r...... GFDI Threshold1 ...........I......;... _................... .............. ................ ............................... ..... ............... ......... .......:........... A Utility Monitoring, Islanding Protection, Country Configurable Thresholds --- Yes Yes INPUT– __ Maximum DC Power(STC) ........... ..............,......,..........,.....,. 4050 5100 6750 ............... . 8100 10250 13500 15350 W Transformer -less, Ungrounded ................,...................,....,.(......................................................................,....,............................................. Yes Max:.Input Voltage ..50.0 ... Vdc .. . .................. ....... Nom. DC Input Voltage ............................................................................I........,........... 325 @ 208V / 350 @ 240V Vdc !........... ............ ......... 16.5 @ 208V ... ...............I... 33 @ 208V Max. Input Currenti'i 9.513 18 23 34.5 Adc ...................1......... ..........:.. 15 5 24dV .', .. ... ... .. ........; ................ 305. 240V .............,.......... Max. Input Short Circuit Current .......................................................... 45 Adc Reverse -Polarity Protection .................................................................................................................................. Yes Ground -Fault Isolation Detection ............................................ 600kiaSensitivity ... ,...... .....,.......... Maximum Inverter Efficiein..........,' 97,7 98.2 98.3 98.3 98.......'1...., .98...,..... 98 % CEC Weighted Efficiency 97.5 98 C............. 97 @ 208V 97.5 97.5 97 @ 208V 97.5 Wo ...............'. 98 @,240V ..; ..... ........'.......... .......97 .S a 24M .I............... .;........... Nighttime Power Consumption < 2.5 <4— W ADDITIONAL FEATURES Supported Communication Interfaces i RS485, RS232, Ethernet, ZigBee (optional) j ................. .... ........... .......................... ..... ... ........... ........., .. t3 ....................... .......... ..... ........... Revenue Grade Data, ANSI C12.1 Optional",' ................................1. ...............................................................................1........... Rapid Shutdown – NEC 2014 690.12 i Yes SafetyUL1741, UL1741 SA, UL1699B, UL1998, CSA 22.2 ................... .. ..1........ .. ...............,....................................................................................... }............ Grid Connection StandardsIEEE1547 ...... ......................................................................................................................................................................... Emissions FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit size / AWG range ....... 3/4" minimum / 16-6 AWG ....... .. 1 ............................. 3/4" minimum / 8-3 AWG ........... ........ DC input conduit size / i# of strings / ! 3/4' minimum / 1-2 strings / 16-6 AWG 3/4" minimum / 1-3 strings / AWGrange ..................... i.................... .............,................. ...........;.............14 ;6 AWG..... Dimensions with Safety Switch 30.5 x 12.5 x 7.2 / 775 x 315 x 184 30.5 x 12.5 x 10.5 / in / ......... .... ........ 315 260 ...1...mm ........... , Weight with Safety Switch .. , . 1.......... 51.2/23.2 ...... , ... l ................ . .. 54: .� 24: .................... i .. , ... ,.....88.4/40.1 ........., .. . lb /.kg... Natural Cooling Natural Convection convection i and internal j Fans (user replaceable) fan (user j ........................ replaceablel.:............................... Noise < 25 < 50 dBA i... ..........................................j............................... Min. -Max. Operating Temperature .................. .......,...,.....i..........................:. 13 to +140 / -25 to +60 (-40 to +60 version availablej9') ....... ,....,............. ...., ... j 'F / °C Ran a Protection Rating NEMA 311 Iii For other regional settings please contact SolarEdge support. 12) A higher current source may be used; the inverter will limit its input current to the values stated 131Revenue grade inverter P/N: SExmxA-USOOONNR2 (for 7600W inverter.SE7600A-U5002NNR2). til.4n vnrctinn D/N- CFrrr A-1Kff10NN114 ffnr 7r4)f)W invarta U7An0A-I KOWNN1141. AdiPPAP- .DOTEC CORP. CUSTOMIZED ENGINEERING SOLUTIONS September 21, 2016 To: Unirac, Inc. 1411 Broadway Blvd NE Albuquerque, MN 87102-1545 Atte: Engineering Department, Re: Engineering Certification for Unirac's SolarMount— Design & Engineering Guide and U -Builder DOTec Engineering has reviewed and certified Unirac's SM SolarMountTM "Design & Engineering Guide: Flush - To -Roof Design" and the "Installation Guide", including Unirac's three rail types, Solarmount Light, Solarmount Rail and Solarmount HD. All information, data, and analysis contained within the D & E Guide and U -Builder are based on, and comply with the following: I. ASCE/SEI 7-10 – Minimum Design Loads for Buildings and other Structures II. 2015 International Building Code (IBC) III. 2015 International Residential Code (IRC) IV. Steel Construction Manual, 13th Ed., American Institute of Steel Construction V. Aluminum Design Manual, The Aluminum Association, 2005 This certification excludes connections to the building structures and the effects on the building structure components. This letter certifies that the structural calculations contained within Unirac's SolarMount Design & Engineering Guide and U -Builder are in compliance with the above Codes. Please call if you have any questions or concerns. �D�p00 LlCFyS Sincerely, �O ONSO '•.• tc� �O'; 43996 m . ss ......•NGS t� Dr. Ildefonso " AI" Gonzalez, P.E. PhD Z Colorado #43996 DOTec Engineering, Inc. St. Charles, MO The Chris Young Building • 424 Jefferson St • Saint Charles, MO 63301, Telephone: (636) 724-4372 • Facsimile: (636) www.[)OTecl:ngineering.com 0 10-334 . d aUNN11 PROJECT TITLE: NONE PROJECT ID:6D58BC95 Name: None Address: None City, State: Wheat Ridge, CO, 80033 Module: Silfab SLA 285M Elevation: 285 Watts Plan review Loads Used for Design Building Code: ASCE 7-10 Wind Speed: 110 mph - Ground Snow Load: 35 psf Seismic (Ss): 0.20 Elevation: 5364 ft Wind Exposure: 0/ Loads Determined by Zip City, State: Wheat Ridge, CO - Wind Speed: 115 mph Special Wind Region Ground Snow Load: 60 psf Snow Case Study U -BUILDER PROJECT REPORT VERSION: Inspection Product: Module Manufacturer: Model: Module Watts: Module Length: Module Width: Module Thickness: Expansion Joints: Rails Direction: Building Height: Roof Type: Total Weight: NOV 03. 2017, 03:54 AM Designed by None SOLARMOUNT 12 - 285 Watt Panels 1 ft, 3.4 kWs SOLARMOUNT Silfab SLA 285M 285 watts 64.96 " 38.98 " 1.50 " Every 40' EW 15 ft. Shingle 502.80 lbs WORKSPACE 1 Roof Point Load Up: Roof Point Load Down Total Number of Modules: Total KW: Rows/ Columns: NS Dimension: EW Dimension: -133 lbs 225 lbs 12 3.4 KW 2 / 7 (with gaps) -10.8 ft -23.1 ft Maximum Rail Span Rorm 1): Selected, Rail Spam Maximum Rail Cantilever: Roof Pitch: 16.00 " 12:12 hOwRJ� PROJECT TITLE: NONE PROJECT ID: 6D58BC95 Name: None Address: None City, State: Wheat Ridge, CO, 80033 Module: Silfab SLA 285M 285 Watts LAYOUT WORKSPACE 1 U -BUILDER PROJECT REPORT VERSION: 1 2 3 4 5 6 7 SM RAIL 168" MILL 1320168M 1 $70.75 (4) 1 Maximum Rail Span (Zone 1*): 61.00" Selected Rail Span: 48.00" 277.4 2 16.00" Module Orientation: Portrait Rail Direction: 277.4 Array vertical dimension: 129.9 Array horizontal dimension: 277.4 NOV 03. 2017. 03:54 AM Designed by None SOLARMOUNT 12 - 285 Watt Panels 1 ft2 3.4 kWs Row Modules Zone Rail Type Splices Roof Attachments 1 6 Zone SM RAIL 168" MILL 1320168M 1$70.75 (4) 2 14 2 6 Zone SM RAIL 168" MILL 1320168M 1 $70.75 (4) 2 24 Maximum Rail Span (Zone 1*): 61.00" Selected Rail Span: 48.00" Maximum Rail Cantilever: 16.00" Module Orientation: Portrait Rail Direction: EW 'Zone 2 and 3 Rail Spans must be independently verified City of Vvheat Ridge &8" s -16 0 s-16 x a 3 T BOLT FLANGE NUT L FOOT 2" 2 SOLARMOUNT LIGHT ON L -FOOT 4 MAXIMUM HEIGHT 3111, 16 MINIMUM HEIGHT 216' 1 —t SOLARMOUNT STANDARD ON L -FOOT TMAXIMUM HEIGHT 421" MINIMUM HEIGHT 316" 0 SOLARMOUNT HD ON L -FOOT Lj T TMAXIMUM HEIGHT 4?" 8 MINIMUM HEIGHT 316 NOTE: L -FOOT CAN BE INSTALLED IN TWO ORIENTATIONS. PLEASE REFER TO INSTRUCTIONS IN THE QUICK START GUIDE. :::UNIRAC A HILTI GROUP COMPANY 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA WWW.UNIRAC.COM PRODUCT UNE: SOLARMOUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: L -FOOT REVISION DATE: JANUARY 2016 DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL N 0 Q PRODUCT PROTECTED BY ONE OR MORE c� US PATENTS Vi LEGAL NOTICE SHEET SOLARMOUNT L -Foot Part No. 3040000, 304000D Y ►X 3.DF 3% SLOT FOR HARDWARE 2-01 - Dimensions specified in inches unless noted UNIRAC • L -Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • L -Foot weight: 0.215 lbs (98g) • Allowable and design loads are valid when components are assembled with SOLARMOUNT series beams according to authorized UNIRAC documents Foot For the beam to L -Foot connection: • Assemble with one ASTM F593 W-16 hex head screw and one ASTM F594 3/a'serrated flange nut • Use anti -seize and tighten to 30 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third -party test results from an IAS accredited laboratory NOTE: Loads are given for the L -Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Sliding, Z± 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646 Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755) 0.575 Compression, Y- 3258 (14492) 1325 (5893) 2.46 2004 (8913) 0.615 Traverse, X± 486 (2162) 213 (949) 2.28 323 (1436) 0.664 3 CItY of ye TOP DOWN END CLAMP 1/4-20 _ANGE NUT 1/4-20 T -BOLT TOP DOWN MID CLAMP 00 HA00 Installation Detail ©2008 UNIRAC, INC. 1411 BROADWAY BLVD NE SolarMount Heavy Duty Rail ALBUQUERQUE, NM 87102 USA Top Down Clamps PHONE 505.242.6411 UNIRAC.COM URASSY-4002 BONDING SM MID CLAMP BONDING SM END CLAMP 04 0-4 All 13. 16 7-1�i VARIES — REFER TO SHEET SM—PO4 g. :'s�UNIRAC A HILTI GROUP COMPANY 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA WWW.UNIRAC.COM PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: BONDING TOP CLAMPS REVISION DATE: SEPT 2014 DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL O Q ol PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET BONDING SPLICE BAR TYPICAL SPLICE BAR DETAIL #12 X 4 SELF DRILLING SS SCREWS INCLUDED TYPICAL EXPANSION JOINT DETAIL ' -1` AT ' 4 `� V-1""` USED AN EXPANSION JOINT. THE SPLICE BAR DOES NOT BOND ACROSS AN EXPANSION JOINT. :PUNIRAC A HILTI GROUP COMPANY 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA WWW.UNIRAC.COM PRODUCT LINE: SOLARMOUNT DRAWING TYPE: PART & ASSEMBLY DESCRIPTION: BONDING SPLICE BAR REVISION DATE: SEPT 2014 DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE Ov, OrG?� E'>ii�ail• 0 0 E n N 9 Q _0 LLJ U) CCO G O 2iG CCO M M M LL C UL C c cn 75 c t o 0 E n N 9 O CL 4.j Q 0 E 4- L- 0 0 0 run un V) 0 0 4-J 4-J wv, Lwn N cu E (U Zq Ln 4-J 0 E E4-j on 4-J 0 U (a Ln -, ". 0 = 0 0 U 4-J 4-J -W LM -9 Vvheat as u(I NM 11.2 Reference Withdrawal Design Values 11.2.1 Lag Screws 11-2.1.1 The reference withdrawal design values, in lb/in. of penetration, for a single lag screw inserted in side grain, with the lag screw axis perpendicular to the wood fibers, shall be determined from Table 112A or Equation 11.2-1, within the range of specific gravities and screw diameters given in Table 112A- Reference withdrawal design values, W, shall be multiplied by all applicable adjustment factors (see Table 10-3.1) to ob- tain adjusted withdrawal design values, W. W =1800 G3V' (112-1) 11-2.1.2 When lag screws are loaded in withdrawal from end grain, reference withdrawal design values, W, shall be multiplied by the end grain factor, C, = 0.75. 11.2.13 When lag screws are loaded in withdrawal, the tensile strength of the lag screw at the net (root) section shall not be exceeded (see 10.2.3) - Table 1.LM Lag Serew Reference Withdrawal Design Vahlles MY Tabulaeed wbadrawal design rat es M are a poaads per rich of thread pent vitim tate side grain of vta member. of thread petmfl, le mah member aM l not iscbsde fhe kZ&of the t: m Appdi, L Specific r — C— IT-d-L—A-A Q6-1, FM.—.*— n G 1/4" 5/16" 3/8" 7/16" 1R" 518" 3/4" 7/8" 1" 1 -US" 1-1/4" 0.73 397 469 538 604 668 789 905 1016 1123 1226 1327 4 381 450.. #�ti 579 ; . ,tid8 7k--868 974- - 1077 1476. .-1i"X3 " 0.68 357 422 484 543 600 709 813 913 1009 1103 1193 694. 790s = 993 .: - 98�.:. $08 _ :.:.:' 0.58 281 332 381 428 473 559 641 719 795 869 940 0.51 232 274 314 353 390 461 528 593 656 716 775 *0.4 218 258 296 332 367 434 498 559 617 674 730 0.46 199 235 269 302 395 453 508 562 613 '664 A+179 212 243 273 _334 302 357 409 459 508 554 600 , 173 W5 0.41 167 198 226 254 281 332 381 428 473 516 559 0 ; 161 -490 - 23$ _. - . `_ 0.39 155 183 210 236 261 308 353 397 438 479 518 Q 38 149 176 1L ;LT <_{ 296 340 0.37 143 169 194 218 241 285 326 367 405 443 479 131 # ",. 273 313 0.35 132 156 179 200 222 262 300 337 373 407 441 _=.. ._ 218 290 - - �. iano�aw .nu.rawa� umgn viva t"'I iv ug anew commoom a7w a mmapma ov appDCRM KMcads las hiss iw.1). ITS (A6.41i 04a l Afar f -1 C c h F -AC t4 ATC AC( L( (--( SrAJS UNC— C FLAT FLF-S t { JO Ct, `rye ''yon e�, Angie Williams 7610 W. 4811 St. Wheat Ridge, CO 80033 AC Dvanne(t r Drc.mwt Fiat R04 i Ft- -21 �✓ 3Ft.— —3F4. 5.7 kW 20- Silfab 285 watt panels 1- Solar edge SE6000 (Inverter intergrated rapid shutdown) 20- Solar edge P300 optimizers f;. AX '4 L -foot attachments to each rafer will be installed with 5/16" X 3-1/2" stainless steel lag bolts and Unirac flat flashings for a minimum rafter imbedment of 2-3/4", 4 ft. max spans and staggered on every row Existng single layer asphalt shingle roof Existng roof framing members: 2x4 (douglas fir) @ 24" on center o: Iz- ;U 17772 z t,I)EPIC soLAa Angie Williams 7610 W. 48" St. Wheat Ridge, CO 80033 System Size: 5.7KW flush roof mount solar array This project will follow the following adopted codes: 2012 IBC, 2012 IRC, 2012 NFC, and the 2014 NEC. a. "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." IFC 605.11.3.1 b. "An OSHA approved ladder shall be provided and secured to the structure at the approved roof access point per note above with a OSHA approved device during all inspections" c. "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." d. "Final inspections for both the panel upgrade and the photovoltaic system shall be conducted concurrently" e. "Electrical permits for MSP upgrades require three inspections including a rough electrical inspection, lath inspection and final inspection. ��,..,..=1, , qq, f. Direct -Current Photovoltaic Source and Direct -Current Output Circuits on oriar�� building shall be contained in a metal raceway. The wiring methods shall comp) wif i7772 Z: u the additional installation requirements of NEC 690.31 (G)(1) through (4)" g. "Where a UFER cannot be verified or is not present one supplementary groun shall be installed and embedded a minimum of 8 feet into the ground and fitted listed clamping device." City of h. "Existing roof and plumbing vents shall not be obstructed by array installation. Plumbing ventsarftidge required to be re-routed through attic space and terminate a minimum of 6 inches above the roof line." I,�uilding []ivi 1 N O Q Lo o QL m c n E o< p c 3 ° o a o LLLI o v N m O O H> N V1 J > in O 41 d ti an d c O. O 0 a- w c oo> �-o-o— 3w c� ° -o o mv�-o .o0L-3o �� ca N�a ro v L _ O N O/ j O E X X c O -1 O. O H C c c O- 0 U m m m m W E O O N 'i o`o w N Z 0 ^2 1- ? O U Lo X O �• c m N m a, o o \ O_ 01 X O c 00 v O O1 O m - vl >CO U N -0 o 0 1 v s.. 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Dual Rated H IPC -1/0.2 3 1/0-8 2-8 300 (480 Grounded Y System) 130 100 1-7/32 1-15/32 920 1&z40 16 112 Features Benefits 60 1-27/64 1 TYPE • Body is molded from tough, resilient glass -filled nylon • Provides high degree of breakage resistance and long dependable use IPC -4(0-2/0 3 IPC • Compact design • Tin plated copper contact teeth • Insulation • Saves • Easily penetrates most types of insulation 25 1/2 piercing • Perforated end tabs • No need to strip the conductor which saves installation time • Break out easily by hand i 205 1-7/8 2-11/32 �v�'Eafm ��` w. Pre -filled with silicone lubricant • Versatile • Increased safety • Prevents oxidation and moisture from entering the contact area • Can be used as a splice or tap connector • Contains no external energized parts. Can be installed "hot' on energized conductors to conductor is load. 13 3 350iccmil 4/0 410-10 300 (480 Grounded Y System) 260 • Horizontal line Arid providing not under •Provides a visual guide for proper installation of conductors 25 5/8 • Temperature rating 90' C 350kcmil-4/0 350kcmil-4/0 300 (480 Grounded Y System) 350 280 2-43/641 2-23/32 W L 'G SIH Rg.1 Rg. 2 Fig. 3 Fig. 4 Catalog Fq we Number Number fte Row Main j Tap YoltsCU Dinensions AL L w Torque Ft. Lbs. Bolt Head Size H IPC -1/0.2 3 1/0-8 2-8 300 (480 Grounded Y System) 130 100 1-7/32 1-15/32 2-5116 16 112 IPC -4/0-6 2 4A4 614 600 ' 75 60 1-27/64 1 1-7/8 13 1/2 IPC -4(0-2/0 3 4/0.2 210-6 600 195 � 150 1-21/32 y 1-7/8 � 2-7/8 25 1/2 IPC -250-4/0 2 250kcmil-1 4/0-6 600 260 i 205 1-7/8 2-11/32 3-11/32 30 5/8 IPC -350-4/0 3 3 350iccmil 4/0 410-10 300 (480 Grounded Y System) 260 1 205 1-43/641 2-7/16 3-1/8 25 5/8 IPC -350-350 4 350kcmil-4/0 350kcmil-4/0 300 (480 Grounded Y System) 350 280 2-43/641 2-23/32 3-1/4 25 5/8 PC -500-12 1 500kcmil-250komil 10.12 300 (460 Grounded Y System) 40 35 143164 2-7/16 3.1/4 25 5/8 PC -500-250 1 500kcmil-250kcmil 250kcmil-4 600 2 290 j 230 2-27/641 2-29/32 3-3/4 55 5/8-11/16 PC -500-5W 1 500kcmil-300kcmil ',', 500kcmil-250kcmil 600 430 350 3-3/16 3-5/8 5 75 7/8.7/8 t PC -750.500 1 750kcmil-500kcmil 500kcmil-350kcmil 600 430 350 3.3116 13-5/8 5 75 7/87/8 Tested to UL 486A -486B, UL File E6207 -0 4730 Madison Road, Cincinnati, Ohio 45227-1426 Phone 513 533-6200 Fax 513 871-4084 Web site www.iisco.com ,r7-777777 Canada 1050 Lakeshore Road East, Mississauga, Ontario, Canada L5E1E4 Phone 905 274-2341 Fax 905 274-8763 108 rP Lr) W Cfi Z SP1 L, N m O > 00 O M Z ra a► 'O cr ra a� O O m O r- Q J �o v N 1r�7ry� w � I!3 •� y [ Ln ^ LA Z r V � .0 a ® o .E..i (0 .i u J ro . 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Main roof. 7/12pitch (There is a flat section but it is not being replaced) *** CONTACTS *** OWNER WILLIAMS ANGELA P SUB (720)726-6775 Nicholas Welle 090129 Colorado Continental Roofing *** 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: 13,739.00 FEES Total Valuation 0.00 Use Tax 288.52 PAID Permit Fee 267.70 _ ** TOTAL ** 556.22 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or 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. 1 16o City of Wheat Ridge w • Residential Roofing PERMIT - 201703767 PERMIT NO: 201703767 ISSUED: 07/11/2017 JOB ADDRESS: 7610 W 48th AVE EXPIRES: 07/11/2018 JOB DESCRIPTION: Residential Re—Roof to intstall Owens Corning Duration Asphalt shingle with Re—decking 21 sq. Main roof. 7/12pitch (There is a flat section but it is not being replaced) I, by in signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further at' that I am Ip Bgally authorized to include all entities named within this document as parties to the work to be performed d that all rk to Yffi;�dyi dis d in this document and/ ts' accompanying approved plans and specifications. Signature of OWNET or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, anew 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 regulation of this jurisdiction. Approval of work is subject to field inspection. Signature o ui ding Offici7a'_'_0 Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett From: no-reply@ci.wheat ridge.co.us Sent: Wednesday, June 28, 2017 10:23 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 7610 W. 48th Ave Property Owner Name Angie Wiliams Property Owner Phone 303-489-4065 Number Property Owner Email angie_p_williams@yahoo.com Address f S �� Ia� Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Colorado Continental Contractor's License 090129 Number (for the City of Wheat Ridge) Contractor Phone 303-503-7980 Number Contractor Email Address nickwelle@gmail.com Retype Contractor Email nickwelle@gmail.com Address DESCRIPTION OF WORK Are you re -decking the Yes roof? Description of Roofing Owens Corning Duration Asphalt Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 21 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares There is a flat section, but it is not being replaced on the flat roof? TOTAL SQUARES of all 21 roofing material for this project Provide additional detail Main roof. 7:12 pitch here on the description of 2 work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 13739 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Greg Jones Email not displaying correctly? View it in your browser. 3 (720) 72"7j0 1 �� � � `-------- Customer Name' -�.Insurance Carrier. Jobsite Address: C(, Insurance Claim #: CO Continental Roofing Rep: Phone #' gni in cc Coverage Provided By. Men Buchholz Insurance �- P.O. Boz 4227 Olathc, &S 66063-4227 Customer Email: y'�_,to-cell ��h>3c IL Roofing Specifications Tear Off: R1 Layer C32 Layer ❑ Other Underlayment: ❑ 15# ❑ 30#CM Synthetic Shingle Manufacturer. Shingle Type: HIO: _ Shingle Color: ❑❑Power ❑Turbine Roof Vent Type: 2L Box Ridge Plumbing Stacks: R 30 ❑ Lead ❑ Other ice & Water Shield Per Code Valley: ❑ Ice & Water Shield ❑ W Pan Hip & Ridge: tastandard ❑ Enhanced Metal Edge: P=L- Match Existing C3Other Roof Decking: [ICDX C1OSB C1 other Attic Inspection: ❑ Yes ❑ No •Naffing Pattern to Meet or Exceed Manufacturer Specifications ' NON NAILABLE SURFACE CLAUSE: Please note that any defective roof decklplywood found during tear off of the existing roof covering must be replaced per state building code. Most insurance carriers do not cover this cost sof your claim. customer will be respsonsible for this cost at $50 per sheet which includes labor and materials customer Initial -- Special Instructions Clean All Gutters of Roof Debris XX Protect All Landscaping 1X Furnish Building Permit x Cleanup Daily Roll Magnet Through Yard x 6 Yr Workmanship Warranty Provided Upon Final Payment Approximate Start Date: Approximate Finish Date: Siding ❑ Aluminum ❑ Vinyl Size: ❑ Dutch Lap ❑ Straight Brand: Color: Soffit: Fascia: Tyvek: [3 yea ❑ No insulation'. ❑Yes C3 No Gutters/Downspouts ❑ 5" ❑ 6" Gutter Color: ❑ 2x3° ❑ 3x4" Downspout Color: Additional Notes ote V ` Payment Br"Mal" Insurance Claim Amount Supplement Amount (if needed) Homeowner Upgrade Amount 0&P for Complexity of Multiple Trades Total Cost (tax included) Torms. Thio agreement is contingent upon insurance company approval and agreed price_ This agreement does not obligate the customer or Colorado I ontinontal Roofing & Solar in any way unlace it is approved by customar's insurance and accepted by Colorado Continental Roofing & Solar. Customer's signature below signifies acceptance of all terms and conditions of this Agreement. Including all terms on the reverse side hereof. Colorado Continental Roofing & Solar will seek approval from Insurance company for any necessary supplements outside of the original scope of work. Customer's 'out of pocket expense is not to exceed deductible and any upgrades. Payment due upon completion of each trade. -�- Customer Signature Date C.C.R.S. Rep Signature Date RIGHT OF CANCELLATION PURSUANT TO FEDERAL REGULATION AND COL. REV. STAT. § 5-3-403: YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. RIGHT OF CANCELLATION PURSUANT TO COL. REV. ST. § 5-22-104: YOU, THE BUYER, MAY CANCEL THIS AGREEMENT AT ANY TIME WITHIN 72 HOURS AFTER YOU HAVE BEEN NOTIFIED THAT YOUR INSURER HAS DENIED YOUR CLAIM TO PAY FOR THE GOODS AND SERVICES TO BE PROVIDED UNDER THIS AGREEMENT. Company shall hold In trust any payment from Customer until Company has delivered the materials to your property or has performed a majority of the work on the property. C001.15