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PMT16-02205
City of Menifee Permit No.: PMT16-02206 29714 HAUN RD. 4';NCCELA? MENIFEE, CA 92586 Type: Residential Electrical MENIFEE Date Issued: 07122j2016 ERM17 Site Address: 31130 DESERT VIEW CT, MENIFEE, CA Parcel Number: 372-360-015 92584 Construction Cost: $23,200.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR PV SYSTEM 18 PANELS, 1 INVERTER, 5.886KW Work: Owner Contractor ROGER SWEIDAN SOLAIRE ENERGY SYSTEMS INC 31130 DESERT VIEW CT 4562 ALVARADO CANYON RD MENIFEE,CA 92584 SUITE R Applicant Phone:6195677366 CLAUDIA GRAJEDA License Number.902494 4562 ALVARADO CANYON RD SUITE R SAN DIEGO, CA 92120 Fee Description City. Amount($1 Solar, Residential or Small Commercial 1 252.00 Building Permit Issuance 1 27.00 Additional Plan Review Electrical 158 157.50 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 4.00 General Plan Maintenance Fee-Electrical 1 12.60 $454.10 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months;shall expire,and fees paid shall be forfeited. AA_Bldg_Permit_Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION ❑ ]am exempt from licensure under the Contractors'State License Law for the I hereby affirm under penalty or perjury that I am licensed under provisions of following reason: Chapter 9(commencing with section 7000)of Division 3 of the Business and By my signature below I acknowledge that, except for my personal residence in Professions Code and my license is in full force and effe which I must have resided for at least one year prior to completion of License Class !;:/.O Q_��yL License No.. o 49 improvements covered by this permit,I cannot legally sell a structure that I have Expires Signature built as an Owner-building if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the WORKERS'COMPENSATION DECLARATION Business and Professions Code,is available upon request when this application is ❑ 1 hereby affirm under penalty of perjury one of the following declarations: submitted or at the following Web site: I have and will maintain a certificate of consent of self-insure for workers' http•//www leainfo ca aov/platy html. compensation,issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of work for which this Date permit is issued. Property Owner or Authorized Agent Policy# ❑ By my Signature below, I certify to each of the following: I am the property !9 1 have and will maintain workers' compensation insurance, as required by Owner or authorized to act on the property owner's behalf. I have read this section 3700 of the Labor Code, for the performance of the work for which this application and the information I have provided is correct, I agree to comply permit Is issued.My workers'compensation insurance carrier and policy number are: with all applicable city and county ordinances and state laws relating to building ` construction.I authorize representatives of this city or county to enter the above- Carrier a03 v .F identified property for the inspection purposes. Policy# I {(0115 Expires �- �' 1-7 PropertyProperty Owner orAuthorized Agent (This section need Dot be completed if the permit is for once-hundred dollars($100)or less) City Business License# ritli I CK I certify that in the performance of the work for which this permit is issued,I HA7=ARDOUS MATERIAL DECLARATION shall not employ any persons in any manner so as to become subject to the workers'compensation laws of California, and agree that if I should become mix the conapptaining or future budding occupant handle hazardous material or a subject to the workers'compensation provisions of Section 3700 of the Labor mixture containing a hazardous material equal to fo greater that the Code,I shall forthwith comply with those provisions. amounts specified on the Hazardous Materials Information Guide? � q I DYES f3'NO Applicant_1/�,Qrl4 (V(,� Date; Will the intended use of the building by the applicant or future building WARNING, FAILURE TO SECURE WORKERS' occupant require a permit for the construction or modification from South Coast Air Quality Management District(SCAQMD)?See permitting checklist COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL for guidelin s SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND DYES X CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS O ($100,000), IN ADDITION TO THE COST OF COMPENSATION, Will the proposed building or modified facility be within 1000 feet of the outer DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundaryo aschool? LABOR CODE, INTEREST,AND ATTORNEYS FEES DYES Et CONSTRUCTION LENDING AGENCY I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm that under the penalty of perjury there is a construction lending permitting checklist.I understand my requirements under the State of agency for the performance of the work which this permit is issued (Section California Health&Safety Code,Section 25505 and 25534 concerning 3097 Civil Code) hazardous�aterial reporting. R OWNE BUILDER DECLARATIONS DYES frJ NO /1 —! I hereby affirm under penalty of perjury that I am exempt from the Contractor's _JA ttVu/��(I� Date License Law for the reason(s)indicated below by the checkmark(s)I have placed PROPERTY OWNER OR ALff HORIZED AGENT next to the applicable item(s)(Section 7031.5. Business and Professions Code: Any city or county that requires a permit to construct,alter, improve, demolish, EPA RENOVATION,REPAIR AND PAINTING(RRP1 or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors provisions of the Contractor's State License Law(Chapter 9 (commencing with receiving compensation for most work that disturbs paint In a pre-1978 Section 7000)of Division 3 of the Business and Professions Code)or that he or residence or childcare facility to be RRP-certified firms and comply with she is exempt from licensure and the basis for the alleged exemption. Any required practices.This Includes rental properly owners and property violation of Section 7031.5 by any Applicant for a permit subjects the applicant to managers who do the paint-disturbing work themselves or through their a civil penalty of not more than($500).) employees.For more information about EPA's Renovation Program visit: ❑ I, as owner of the roe www.epa.gov/lead or contact the National Lead Information Center at of property or my employees with wages s their sole compensation,will do( )all of or( )porting of the work,and thee structure is 1-800-424-LEAD(5323). not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property ❑An EPA Lead-Safe Certified Renovator will be responsible for this project who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, the building or improvement is sold within one year of completion,the Owner- Certified Firm Name: Builder will have the burden of proving that it was not built or improved for the purpose of sale). Fimr Certification No.: ❑ I, as owner of the property an exclusively contracting with licensed 11 No EPA Lead-Safe Certified Firm is required for this project because: contractors to construct the project(Section 7044, Business and Professions Code:The Contractor's License Law does not apply to an owner of a property who builds or improves thereon, and who contracts for the projects with a licensed contractor(s)pursuant to the Contractors State License Law). If your project.does not comply with EPA RRP rule please fill out the RRP EsGil Corporation In Tartnership with Government for Bui(ding Safety DATE: 07/19/16 APPLICANT JURISDICTION: City of Menifee IS. ❑ PLAN REVIEWER PLAN CHECK NO.: PMT16-02205 ❑ FILE SET: I PROJECT ADDRESS: 31130 Desert View Ct. PROJECT NAME: ROGER SWEIDAN 6,000 Watts Solar Photovoltaic System ® The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® Esgil Corporation staff did not advise the applicant that the plan check has been completed. ❑ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: Fax #: Mail Telephone Fax Ivn PeUlrson E-mail: ❑ REMARKS: By: Sergio Azuela Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ PC 07/14 9320 Chesapeake Drive, Suite 208 ♦ San Diego,California 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576 City of Menifee PMT16-02205 07/19/16 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-02205 PREPARED BY: Sergio Azuela DATE: 07/19/16 BUILDING ADDRESS: 31130 Desert View Ct. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Junscidion Code mnf Manual Input Bldg. Permit Fee by Ordinance W Plan Check Fee by Ordinance Type of Review: ❑ Complete Review Structural Only ❑Repetitive Fee ❑ Other Repeats o- Hourly 1.5 Hrs. @ EsGil Fee $105.00 $157.50 Based on hourly rate Comments: 1 1/2 hours plan review. Sheet 1 of 1 macvalue.doc+ LPool1201 N. Tustin Avenue Ron Lacher, R.C.E. ; ;. engineering Anaheim, CA 92807 Fax:(714)630-6114 Phone:(714)630-6100 STRUCTURAL ANALYSIS REPORT FOR City of Menifee SOLAR PANEL ADDITIOduil JUL 13 2016 Dept. Received AT THE SWEIDAN RESIDENCE 31130 Desert View Ct Menifee, CA,92584-7661 9 `� =r• t7 'O srsofzfi j FOR SOLAIRE ENERGY SYSTEMS 4562 Alvarado Canyon Rd Ste R San Diego, CA, 92120-4310 9 DESIGN BASED IN ACCORDANCE WITH: C.B.C. 2013 EDITION, ASCE 7-10, AND 2012 NDS Page 1 of 13 7/6/2016 4:23 PM ®Pool Engineering,Inc 2016 \\pe-01e\pool\Projects Solar\2016\0928-16 Residentlal\16.0928 SOLAR PANEL CALCS pool POOL ENGINEERING INC. By:R. Lopez engineering Location: Menifee,CA,92584-7661 Date:7/6/2016 Inc. Job#16-0928 TABLE OF CONTENTS: General Notes 5 Project Data 7 Gravity Loads 9 Lateral Loads 10 Lateral Load Distribution 11 Wind Uplift Anchor Design 12 Summary 13 7/6/2016 4:23 PM Page 3 of 13 \\pe-file\pool\Projects Solar\2016\0928-16 Residential\16-092850LAR PANEL CALCS ®Pool Engineering,Inc.2016 �UkPool POOL ENGINEERING INC. By:R.Lopez engineering Location:Menifee,CA,92584-7661 Date:7/6/2016 Inc. Jab#16-0928 GENERAL NOTES: 1) REPRESENTATIVES OF POOL ENGINEERING INC.HAVE NOT INSPECTEDTHE SITE AND ARE RELYING ON INFORMATION PROVIDED BY THE OWNER,ARCHITECT,OR CONTRACTOR TO DETERMINE THE ADEQUACY OF THESE STRUCTURAL CALCULATIONS FOR THE ACTUAL SITE CONDITIONS, 2) THESE STRUCTURAL CALCULATIONS ARE NOT INTENDED TO BE APPLICABLE FOR NON STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO ELECTRICAL,WATERPROOFING,OR DRAINAGE. 3) ALL CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE AND/OR THE 2012 INTERNATIONAL BUILDING CODE WITH STATE AND LOCAL AMENDMENTS.WITH STATE AND LOCAL AMENDMENTS. 4) CONTRACTOR OR OWNER SHALLVERIFY AND IS ULTIMATELY RESPONSIBLE FOR ALL FIELD VERIFIED CONDITIONS AND DIMENSIONS AT THE JOB SITE. 5) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ERRORS,DISCREPANCIES,OR OMISSIONS OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. 7/6/20164:23 PM Page 5 of 13 \\pe-file\pool\Projects Solar\2016\0928-16 Residential\36-0928 SOLAR PANEL CALLS ®Pool Engineering,Inc.2016 Pool POOL ENGINEERING INC. By: R.Lopez engineering Location:Menke,CA,92584-7661 Date:7/6/2016 inc. Job#16-0928 PROJECT DATA: Project Location: 31130 Desert View Ct Menifee,CA,925847661 Existing Residence: Roof Area: 3250 ft' Upper Floor Area: N/A Lower Floor Area: N/A Number of Stories: 1 Site Properties: Latitude: 33.669 Longitude: -117.15 Ss= 1.5 (g)0.2s Spectral Response Acceleration S3= 0.6 (9)1.Os Spectral Response Acceleration Site Class: D (ASCE 7-10,Section 11.4.2) Fa= 1.00 Site Coefficient(ASCE 7-10,Table 11.4-1) Fv= 1.50 Site Coefficient(ASCE 7-10,Table 11.4-2) SOS= 1.00DO Short Period Design Spectral Acceleration Parameter(ASCE 7-10,Eqn.11.4-3) Sol= 0.6000 1s Period Design Spectral Acceleration Parameter(ASCE 7-10,Eqn.11.4-4) Wind Speed= 110 mph(basic wind speed) Exposure Category: C Product Information: Manufacturer:SUNPOWER Model: SPR-327-NE Weight: 2.84 p.s.f.(including mounting system) Installed Area: 316.01 ft2 Design Criteria: C.B.C.2013 ASCE 7-10 Design Methodology: Per the exception in Section 3403.4 of the C.B.C.2013: Any existing lateral load-carrying structural element whose demand-capacity ratio with the addition considered is no more than 10 percent greater than its demand-capacity ratio with the addition ignored shall be permitted to remain unaltered" This calculation will verify whether or not the increased loads imposed by the addition,will result in an increase of 10%or less of a demand in the existing structure.If ithe demand increase is within 10%of the original demand-capacity ratio,no retrofit shall be required. 7/6/2016 4:23 PM Page 7 of 13 \\pe-file\pool\Projects Solar\2016\0928-16 Residential\36.0928 SOLAR PANEL CALLS ®Pool Engineering,Inc.2016 pool POOL ENGINEERING INC. By:R.Lopez engineering Location:Menifee,CA,92584-7661 Date:7/6/2016 inc. Job#16-0928 GRAVITY LOADS: Roof Dead Load(Existing): 14.0 p.s.f. Tile 1.5 p.s.f. 1/2"Ply.Sheathing 0.6 p.s.f. 2x4 Rafters @ 24"o.c 3.6 p.s.f. 5/8"Gyp.Board&Ceiling Framing 1.2 p.s.f. Misc. 21 p.s.f. Existing Roof Dead Load Typical Floor Dead Load(Existing-If Applicable): 7.5 p.s.f. Max.Floor Finish Weight 3.3 p.s.f. 11/8"Subfloor Sheathing 3.4 p.s.f. 2x Joists @ 16"o.c. 15.0 p.S.f. 2x Partitions(finished) 3.6 p.s.f. 5/8"Gyp.Board&Ceiling Framing 1.2 p.s.f. Misc. 34 p.s.f. Existing Floor Dead Load Roof Live Load(Existing): 20 p.s.f. (Table 1607.1 of C.B.C.2013) Floor Live Load(Existing-If Applicable): 40 p.s.f. (Table 1607.1 of C.B.C.2013) Roof Dead Load(Proposed): 2.8 p.s.f. SUNPOWER SPR-327-NE solar panels and mountingsystem 21 p.s.f. Existing Roof Dead Load 23.8 p.s.f. Proposed Roof Dead Load Roof Live Load w/Solar Panels(Proposed): 0 p.s.f. (Panels cannot support live loads) Total Roof Loads: Total Existing Roof Load= (DLraof+LLraaf)Arearoof = 133250 lb. Total Proposed Roof Load= (DLpropmed+LLproposed)Areaprpp"s"y+(DLroof+LLropf)(Arearwf-Areaproposed) = 127826 lb. Demand Increase = [(Proposed Roof Load-Extg.Roof Load)/Extg. Roof Load]x100 Results: NET DECREASE IN GRAVITY LOADS ==>OK 7/6/2016 4:23 PM Page 9 of 13 \\pe-file\pool\Projects Solar\2016\0928-16 Residential\16.0928 SOLAR PANEL CALCS ®Pool Engineering,Inc.2016 — Pool POOL ENGINEERING INC. By:R.Lopez .- engineering Location:Menifee, CA,92584-7661 Date:7/6/2016 Job#16-0928 LATERAL LOAD DISTRIBUTION: Base Shear Calculations: k= 1 Structural Period Exponent(ASCE 7-10,Section 12.8.3) EXISTING STRUCTURE Story Height Story Area Story Wx h k Level (ft) hx(ft) (ft) Seismic is(ps Wx(k) W.hxk WX h khFi(K) Vi(K) Roof 16 16 3250.0 21.0 68.25 1092 1.0010.50 Upper 0 0 N/A N/A N/A 0 0.000.00 Lower 0 0 N/A N/A N/A 0 0.000.00 Existing Base Shear=Laau PROPOSED STRUCTURE Level Story Height Story h ft Area Story Seismic Panel Area Panel k Wx hxk (ft) x( ) t Mass(PSO (ft') Seismic W.(k) Wx hx R FI(K) Vi(K) (ft) Mass(Psf) FWI hi Roof 16 16 3250.0 21.0 316.0 2.8 69.1 1,106.34 1.00 10.64 10.64 Upper 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 0.00 Lower 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 0.00 Proposed Base Shear= 10.64 Demand Increase = [(Proposed Base Shear-Extg. Base Shear)/Extg. Base Shear]x100 = 1.3190 Results: INCREASE LESS THAN 10% ==>OK 7/6/2016 4:23 PM Page 11 of 13 \\pe-file\pool\Projects Solar\2016\0928-16 Residential\16-092850LAR PANEL CALCS ®Pool Engineering,Inc 2016 Pool POOL ENGINEERING INC. By: R. Lopez engineering Location: Menifee, CA,92584-7661 Inc. Date:7/6/2016 Job#16-0928 SUMMARY: GRAVITY LOADS: DECREASED BY-4.25% LATERAL LOADS: INCREASED BY 1.32%< 10% ==>OK WIND UPLIFT: DEMAND=329.3 lbs. <CAPACITY=744.8lbs. ==>OK USE 5/16in. DIAMETER LAG SCREWS @ 72in. O.C. W/2.5in. PENETRATION INTO EXISTING FRAMING MEMBER,TYP. 7/6/20164:23 PM Page 13 of 13 \\pe-file\pool\Projects Solar\2016\0928-16 Residential\36-0928 SOLAR PANEL CALLS (E)Pool Engineering,Inc.2016 INDEX' TH15 PROJECT SHALL COMPLY WITH THE 2013 F 0 CALIFORNIA RE5DIDENTIAL CODE, (CRC). a �m I COVER SHEET - CALIFORNIA BUILDING CODE, (CBC). Q'xS 2 PLOT PLAN ` SO IRE CALIFORNIA MECHANICAL CODE, C). J' ua 3 SINGLE LINE DIAGRAM ° 02 CALIFORNIA PLUMBING CODE(CPC). O= � m 4 INVERTER 5PECRD SPECS ° 5 INVERTER SPECS i CALIFORNIA ELECTRICAL CODE(CEC). Ui. �N�m G MODULE SPECS : E IV E R G Y SYSTEMS CALIFORNIA G9 FIRE GODS (CFC). 7 ROOF TECHNICAL DATA ARTICLE G90, 8-19 RACKIN ENG./INV. L15TING 2013 TITLE 24 PE51DENTIAL ENERGY EFFICIENCY STANDARDS. GROUNDING LISTING THE SAN DIEGO AREA ELECTRICAL NEWS LETTERS AND ALL PROPERTY DATA: 45G2 ALVARADO CANYON ROAD, SUITE R, SAN DIEGO, CA. 92120 LOCAL ORDINANCES AND POLICIES. osolame.com CAL-FIRE SOLAR PHOTOVOLTAIC INSTALLATION GUIDELINES. APN#: 37230001 5 JARROD F www.ISK(CONTRACTOR) G 19-5G7-73G6 www.cjo5olaire.com DESCRIPTION: CA LICENSE#; 902494 877-GO 50LAIRE FAX 888-31 G-8147 ALL MARKINGS PER 2013 FIRE CODE: LOT: # N/A C-10, C-20, C-4G SUB: N/A W MAP: #N/A BLOCK: #N/A A PHOTOVOLTAIC SOLAR PANEL INSTALL FOR: w LOT AREA: 9,100 50. FT.HOUSE f CONSTRUCTAON TYPEROTYPE V-B O SQ. City & Safe enliee Y �aP OCCUPANCY ZONE: R LLJ guddl�9 USE: SINGLE FAMILY RESIDENCE 5WEIDANJUL 13 20 5 I-STORY HOUSE AT O 5cOPE OF WORK: 31 130 DESERT VIEW CT. Received 3U INSTALL ON ROOF: MENIFEE, CA 92584 PV SOLAR PANELS: 18 INVERTERS: 1 TOTAL WATT SYSTEM: 5.88G KW ° GENERAL NOTES: I. -ADAPT PHOTOVOLTAIC SYSTEM TO SPECIFIC 51TE AND LOCAL CONDITIONS IF NECESSARY. 20. -A LADDER MEANS O 1 ACCESS ROOF)TO BE ON SITE AND IN PLACE FOR INSPECTION. 0o CA oo` 2 1. -REPLACEMENT METER TO BE CERTIFIED PRIOR TO FINAL INSPECTION, PER CEC 110.3. 2. -V.I.F. EXISTING MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL COMPONENTS RELEVANT TO INSTALLATION 22 -PLAN CHANGES REQUIRE PRIOR APPROVAL OF THE COMMUNITY DEVELOPMENT DEPARTMENT. PROPOSED PLAN 3. COMPLY WITH ARTICLE 690. ACCESS TO DC WIRING WILL BE RESTRICTED TO QUALIFIED PERSONNEL ONLY. CHANGES SHALL BE SUBMITTED TO THE COMMUNITY DEVELOPMENT DEPARTMENT FOR REVIEW PRIOR TO c 0c°°0 10 000 4. -FLEXIBLE METALLIC TUBING 15 LIMITED WHERE SUBJECT TO PHYSICAL DAMAGE AND LENGTH SHALL NOT EXCEED G-FEET. CONSTRUCTION. ° uc 5. -THE SYSTEM SHALL BE INTERCONNECTED TO THE ELECTRICAL GRID PER THE REQUIREMENTS OF THE LOCAL UTILITY AND 24. -NEW CONDUIT SHALL A PAINTED TO MATCH SIDING OR ROOF AS APPLICABLE. c CJ0 APPLICABLE CODES AND HAS NO STORAGE BATTERIES. 24. -IF REQUIRED:ALL SOLAR PANELS AND RELATED EQUIPMENT( I.E. PIPING AND CONDUIT)SHALL BE ENCLOSED AND `°oc Co G. -SYS. WILL NOT BE ACTIVATED/INTERCONNECTED UNTIL APPROVAL. FROM LOCAL JURISDICTION AND UTILITY IS OBTAINED FRAMED PROPERLY FOR ARCHITECTURAL COMPATIBWTY WITH THE PRINCIPAL BUILDING ON THE SUBJECT PROPE2T;:TCv 0 L AVOID VISUAL EXP05URE OF ALL EQUIPMENT.THE ENDS OF THE PANEL SUPERSTRUCTURE SHALL BE CUT AND °°c 00 c U_ 7 -THE FOLLOWING TION OF INSPECTION ION WIL513E REQUIRED: (1) FOR ROOF CONNECTION MOUNTING A55EMBUE5 PRIOR TO FRAMED-IN WITH SHADOW BOARDS AS NEEDED, AND PAINTED TO MATCH THE COLOR OF THE ROOF AND BUILDING TO o 000 y2L010 °0 MINIMIZE VISUAL IMPACTS OF THE EQUIPMENT.THE PANELS SHALL BE POSITIONED WITHIN THE PERIMETER OF THE 8. -DC ARRAY CONDUCTORS ARE TO REMAIN OUTSIDE OF BUILDING PRIOR TO FUSEABLE COMBINER BOX OR FU5EABLE DC ROOF 50 THAT NO PROJECTION OCCURS BEYOND THE RIDGE LINE, HIP OR EAVES. THE CONTRACTOR SHALL BE DI5CONNECT MEANS: PU5EABLE DISCONNECT MEANS 15 REQUIRED. PER CEC G90.14 (C)(1). ALLOWED TO LEAVE A GAP BETWEEN THE TOP OF THE ROOF AND BOTTOM OF THE 5HAD.OWBOARD(5)TO ALLOW FOR 9. -ARC FAULT:INVERTER MAUNFACTURER5 PROVIDE ARC FAULT CIRCUIT INTERRUPTER IN INV. (BEE INSTALL MANUAL 5HT-12) WATER RUNOFF AND AIR CIRCULATION. O. -PHOTOVOLTAIC DC CONDUCTORS ENTERING THE BUILDING, SHALL BE INSTALLED IN APPROVED METAL CONDUIT AND 25. -INSTALLATION SHALL FOLLOW THE 2013 FIRE CODE 5EC-G05.1 1. CONDUIT SHALL BE LABELED "CAUTION DC-CURCUIT'OR EQUIVALENT EVERY 5 FEET ON CENTER. 2G. -ALL PLAQUES RQD. BY THE CURRENT CEC AND THE SAN DIEGO AREA ELECTRICAL NEWSLETTER, MUST BE METAL OR W 1 1. -ROOF PENETRATIONS SHALL BE SECURE AND WEATHER TIGHT. PLASTIC, AND ENGRAVED OR MACHINE PRINTED LETTERS, IN A CONTRASTING COLOR TO THE PLAQUE AND SHALL BE > 12. -THE GROUNDING FROM THE INVERTER SHALL BE RUN CONTINUOUSLY TO THE GROUNDING ELECTRODE 8 CONNECTED Z ATTACHED BY POP-RIVETS, MACHINE SCREWS OR OTHER APPROVED FASTENERS. AND UV RESISTANT IF EXPOSED. WITH A LISTED CONNECTOR OR IRREVERSIBLY SPLICED TO THE EXISTING GROUNDING ELECTRODE CONDUCTOR. 27. -ALTERNATE POWER 50UPCE PLACARD SHALL MEET THE SPECIFICATIONS OF THE SAN DIEGO AREA NEWSLETTER. Q U 3. -PLAQUE IDENTIFYING SELF-GENRATION EQUIPMENT TO INDICATE LABELING OF PV SYSTEM, PER SAN DIEGO AREA 28. -LIQUID-TIGHT FLEXIBLE CONDUIT SHALL BE SUN LIGHT RESISTANT. Q (r) ELECTRICAL NEWS LETTER AND DC PHOTOVOLTAIC POWER SOURCE LABELING, PER CEC 090.53. 29. -FOR INSTALLATION OF BUILDING INTEGRATED PHOTOVOLTAIC TILES, CONTRACTOR SHALL BE REQUIRED TO CALL FOR 14. -CIRCUIT BREAKER OR FUSE: WHEN A BACK FED BREAKER 15 THE METHOD OF UTILITY INTERCONNECTION, BREAKER ROUGH INSPECTION AND APPROVAL FOR THE UNDERIAYMENT BEFORE INSTALLATION OF THE PV TILES. SHALL NOT READ "LINE AND LOAD". -EACH MODULE SHALL BE GROUNDED U51NG THE SUPPLIED CONNECTION POINT IDENTIFIED ON THE MODULE AND THE 15. -CIRCUIT BREAKERS SHALL BE OF THE SAME MANUFACTURER AS THE MAIN ELECTRICAL SERVICE. (OR MANUFACTURER 30. APPROVED EQUAU MANUFACTURE'S INSTRUCTIONS. c>7 I G. -501AP.MODULE AND RAIL5 TO BE GROUNDED WITH CONTINUOUS MIN. #8 AWG CU WIRE AND GROUNDING LUGS OR 3 I. -ALL PLUMBING AND MECHANICAL ROOF VENTS TO BE CLEAR FROM PHOTOVOLTAIC ARRAY, OR EXTEND ABOVE SOLAR - PANELS. WEEB, USING THE SUPPLIED CONNECTION POINTS IDENTIFIED ON THE MODULE AND THE MANUF. INSTALL INSTRUCTIONS. �k. a 17. -GROUNDING CONDUCTORS SHALL BE PROTECTED FROM PHYSICAL DAMAGE BY A RACEWAY IN PROTECTED HOLLOW 32. LAG SCREWS SHALL BE AT LEAST G" FROM ANY TRU55 JOINT. C-io.C-zot SPACES OF BUILDING FRAMING AND/OR IN CONDUIT AND SHALL BE BONDED, INTERCONNECT ALL GROUND ELECTRODES. 33. FXPAN51ON FITTINGS: RACEWAYS SHALL BE PROVIDED WITH FXPAN51ON FITTINGS WHERE NECESSARY TO COMPENSATE FOR a 902494 IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE A VERIFIABLE GROUNDING ELECTRODE, A SUPPLEMENTAL THERMAL EXPANSION AND CONTRACTION. A NOMINAL NUMBER OF STEEL CONDUIT CAN BE DETERMINED BY MULTIPLYING THE GROUNDING ELECTRODE SHALL BE INSTALLED. EXPOSED NON-CURRENT CARRYING METAL PARTS OF MODULE FRAMES, EXPAN51ON LENGTH IN THI5 TABLE BY 0.20. THE COEFFICIENT OF EXPAN51ON FOR STEEL ELECTRICAL METALLIC TUBING, i EQUIPMENT, €CONDUCTOR ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE W/ 250.134 OR 250.13G (A) INTERMEDIATE METAL CONDUIT, AND RIGID CONDUIT 15 .0000005 IN. PER INCH OF CONDUIT FOR EA. F IN TEMP CHANGE. o 0 REGARDLESS OF VOLTAGE EXPANSION FITTINGS FOR RNC SHALL BE PROVIDED TO COMPENSATE FOR THERMAL EXPAN51ON AND CONTRACTION WHERE THE N < 15. -THIS PROJECT HAS BEEN DESIGNED TO COMPLY WITH CBC SECTION I G09, TO WITHSTAND A MIN. I 10 MPH WIND LOAD. LENGTH CHANGE 15 EXPECTED TO BE(1/4") OR GREATER IN A STRAIGHT RUN BETWEEN SECURELY MOUNTED ITEMS SUCH A5 'o1 . a 19• -PROPER ACCE55 AND WORKING CLEARANCE WILL BE PROVIDED AS PER SECTION 1102G CEC. BOXES, CABINETS, ELBOWS, OR OTHER CONDUIT TERMINATIONS. 34. EACH PV SYS. DISCONNECTING MEANS SHALL BE PERMANENTLY MARKED TO IDENTIFY IT AS A PV SYS. DISCONNECTAEC 690.13(C)t21 ' _ ww NOTE: Et '� KN Y �N z� NO BUILDING, PLUMBING OR MECHANICAL a" g� J. VENTS SHALL BE COVERED, OR OBSTRUCTED OW LA_ <�- >�Z" PN Ea SMOKE DETECTOR REQUIRMENT: THE CALIFORNIA RE51DENTIAL CODE (CRC) REQUIRES THAT 5MOKE ALARM5 AND CARBON MONOXIDE ALARMS ARE RETROFITTED INTO THE EXISTING DWELLING THE REQUIRED 5MOKE ALARM5 AND CARBON MONOXIDE DETECTOR5 5HALL BE LOCATED A5 REQUIRED PER 5ECTION5 R3 14 * R3 15 WITHIN THE CALIFORNIA RESIDENTIAL CODE (CRC). PER. 2013 CRC,CBC NOTE: z � NO BUILDING, PLUMBING OR MECHANICAL ` VENTS SHALL BE COVERED, OBSTRUCTED C(P) 50LAKAPPAY5fE5HIf PL 7,9 � PL OR RE-ROUTED AROUND SOLAR MODULES * ALL CONDUIT AND EQUIPMENT SHALL BE PAINTED F TO MATCH THE EXISTING BACKGROUND COLOR. 6 3 o -3 3'CLEAR o INVERTER CANNOT BE J ATH TO RIDGE IN DIRECT SUNLIGHT --- - ° 22' �— 3'CLEAR PATH TO RIDGE o 0 0 0 c o < < 0 0 0 W o0 00 � ieoo 0 0 > 1 c.r co c o IGb o0 r o 0 0 0 o(V LLJ ° 000 6p WOOVO O O O L/L — uj LLL..LLL I� 000000 O 00 0 0 00 �a I \ O DRIVEWAY CD Luu () (P) COMBINER BOX I (P) CONDUIT * WIRE FROM COMBINER TO INVERTER 5EE 5HEET-3 L------- \ SEE 5HEET-3 w > PL PL Q w 3' PATF31 OC R DGE I O�, C) W U-i (P) INVERTER: 5EE 5HEET-3 T) r m (E) MAIN SERVICE PANEL SEE 5HEET-3 PROVIDE 3G"X3G" CLEAR WORKING SPACE a a PROVIDE 30X30' CLEARWORKING SPACE PLOT J%23.4 U' SGIf 1:20 : ,., �P = SLOPE ROOF („ NOTE: A NOTE: B IBOND ALL ENCLOSURES INVERTER DISCONNECTS THAT GEC IS 1. ALL WIRE5 TO BE PROVIDED WITH 5TRAIN RELIEF AT ALL ENTRY I O = (E) VENTSENCL $ ` I ( 6 E BOX 1_15TING. ALONOGSWITH NOTE: LAY IN LUG5 WILL METALLIC RACEWAY5N CLOS NG THE Of GEC, IL 20 JUNCTION THE EC/EGCOS AL BE CONTINUOU5D BY ryOR WHEN 5PUCED, THE j ¢ v F LOT PLAN (P) = PROPOSED o� REQUIRED-E.G.,THE(UTILIZING BONDING BUSHINGS AND BONDING SPLICE SHALL BE MADE BY IRREVERSIBLE CRIMP OR EXOTHERMIC WELD., (E) = EXISTING j JUMPER5 ON EMT 51ZED FOR THE GEC). ---------------------- THE EGC/GEC 5HALL ONLY 8E SPLICED WITHIN A JUNCTION BOX.—___ - SCALE I =20' D:\ACA DRAWINGS\SOLAIRE\Plans for Permit Current\SWEIDAN\SWEIDAN.dw , 7/1/2016 6:36:03 PM, DWG To PDF. c3 A-I # 2 B E U5E THE UNIRAC GROUND BONDING 5Y5TEM Luo ' ^+ �, r STRING I G < a. 0 I 3 INVERTER M J; 3g I O BARE#6 AWG CU WIRE GROUND. O e o�m L LISTED PV WIRE/U5E-2 FREE AIR,#1 O AWG CU WIRE On STRING 2 G C�X�� AC O POSITIVE, NEGATIVE -� N�Nm IN 3/4" EMT EXPOSED/FMC L THWN 2 # I AWG CU WIRIEE POUND NEC. STRING 3 G DC i IN O THWN 2))#BAWG CU WIRE LI,L2 N L 7 THWN-2)#6 AWG CU WIRE GROUND. rr ^ I L — — — — — — (� — �r — — INTEGRATED I O Q COMBINER DC DISCONNECT L — — — 40 A, 2-POLE CIRCUIT BKR FOR INVERTER W O 'THE PV CONNECTION IN THE PANEL BOARD SHALL BE POSITIONED AT THE OPPOSITE (LOAD) Z END FROM THE INPUT FEEDER LOCATION OR J MAIN CIRCUIT LOCATION." (CEC 705 12,D,7). 8O 15A2-POLE CIRCUT BREAKER W N V^ O �Z 2 I O THWN -2 #14 AWG CU WIRE L I,L2,N,GRND o I < oo<o°c < o ° co (-bob G C 50LAPMODULE: 5UNPOWER COMBINER BOX "bo o` `000 ° CU` goo A-I PM=327 W 7 A-2 (ON RACKING STRUCTURE ON ROOF) O O c°°o o ° W" o 0 OVmp=54.7V DC 20 AMP FU5E5 AND b00000 o °° Imp— 5.98 A (SHALL HAVE USER ACCE551BLE FU5E5 0000 o z Voc=64.9V DC _wl 'OO I5c= 6.46 A IN TOUCH-SAFE" HOLDERS). °-. o EXISTING MAIN SERVICE PANEL:200A PTC WATTS= 308.1 WATTS INVERTER: SMA BOTTOM FED MAIN BKR:200A C-I SB 6000TL-U5-22 240V E � STRING- 1 , 2 CEC EFFICIENCY RATING 96.5% O U MAXIMUM DC VOLTAGE = 43GV DC MAXIMUM AC OUTPUT:25A (6 MDLS PER STRING X 64.9Voc X I.12 TEMP. CORP) MAXIMUM DC INPUT:15A w AC NAMEPLATE CALCULATION = 3.568WATT5 AC MX.COMBND TRMNL DC INPT:30A MONTORING BOX: NEMA 3 RATED j (I 2 MODULES X 96.5%X 308. 1 WATT5 PTC) "INTEGRATED LOAD BREAKABLE DC DISCONNECT' O WITH 2-POLE 15A PLUG SHORT CIRCUIT CURRENT= I GA (INV)/20A(WIRE) "AND BUILT IN ARC FAULT CIRCUIT INTERUPTER' Q (2 STRING X 6.46 I5c X 1.25 LLC INV)X 1 .25 WIRE 1u OPERATING CURRENT = 12 AMPS ALC NDU 8 PE p w (2 STRING X 5.05 Imp M E CERUMNT 2 A X I.2 EMP. —3 A WIRE G _ OPERATING VOLTAGE = 328 VOLTS W (6 MODULES PER STRING X 54.7 Vmp) INVERTER MAX OUTPUT CURRENT. U5E= 40A BKR H O, 5TRING-3 2 TEMP. = IA �'` MAXIMUM DC VOLTAGE = 436 V DC IF UFER 15 NOT VAPTIABLE"ADD" 44 AWG — (6 MDL5 PER STRING X 64.9Voc X 1.1 2 TEMP. CORP) C-2 O CU WIRE TO I-e"CU GROUNDING a o m AC NAMEPLATE CALCULATION = 1.783 WATT5 AC ELECTRODE WITH DIRECT BURIAL (6 MODULES X 96.5%X 305.1 WATT5 PTC) #c9O249zO,C.�,E SNORT CIRCUIT CURRENT = 8A(INVY I OA(WIRE) GROUND ERSA D. LUG CONNECTION 2- GROUND ROD. (MIN. 6'APART FOR 2-RODS). _ (I STRING X 6.46 Isc X 1.25 LLC)X 1.25 FOR WIRE � OPERATING CURRENT = 6 AMPS DEGRADING FACTOR(DC WIRE): ROOF TOP m (I STRINGX 5.95 Imp #8 WIRE-55A X.58(TEMP CORR. ROOF TOP)=32A O OPERATING VOLTAGE = 328 VOLTS DEGRADING FACTOR(AC WIRE): ON WALL (6 MODULES PER STRING X 54.7 Vmp) o¢ #8 WIRE-75AX.71 (TEMP CORR.)=53A D:\ACA DRAWINGS\SOLAIRE\Plans for Permit Current\SWEIDAN\SWEIDAN.dwg,7/1/2016 6:54:38 PM, DWG To PDF.p 3 NOTE : PLACE EVERY I O' ON CONDUIT, RACEWAYS, ENCLOSURES * CABLE ASSEMBLIES Luo ° } N I.—PLAQUE IDENTIFYING SELF-GENERATION EQUIPMENT TO INDICATE LABELING OF PV SYSTEM PER LOCAL PLACE THI5 PLACARD AT DIRECT CURRENT CONDUIT, a �N RACEWAY5, ENCL05URE5, CABLE A55EMBLIE5, COMBINER BOX < AREA ELECTRICAL NEWSLETTER AND DC PHOTOVOLTAIC POWER 50UPCE LABELING PER CEC G90.53. 4 2013 FIRE CODE G05.1 1 . AND I FOOT WITHIN TURN5, BENDS,ABOVE k BELOW PENETRATIONS OF ROOF/CLG.lWALL5 OR BARRIERS 2.—MARKING5 WILL BE PROVIDED IN ACCDORDANCE WITH THE--CAL-FIRE SOLAR PHOTOVOLTAIC INSTALLATION GUIDELINE. -�'o `u2 3.—MATERIAL5 U5ED FOR MARKING MUST BE WEATHER RE515TANT, (RECOMMEND UL LABELING SYSTEM 9G9). O�p n 2,'6 4.—PLACAKDMARKING5TO HAVE: RED BACKGROUND,-WHITELETTERING,-MIN. 3/8" LETTER HGT.-ALL CAPITAL LETTERS, "WARNING: PHOTOVOLATIC POWER SOURCE" VIZ anm ARIAL OR SIMILAR FONT (NON-BOLD),-REFLECTIVE WEATHER RE515TANT MATERIAL 5UITABLE FOR THE ENVIRONMENT. 5.—A PERMANENT LABELING MUST COMPLY WITH CEC SECTION 240.83 AND UL 1741.CEC 1 10.3,1 10.12,240.83,G90.G4(B)(4) G.—PLACE REFLECTIVE TAPE ON THE CORNERS OF ALL PANEL5 THAT INTRUDE INTO HIP5 OR VALLEYS THAT MAY CAU5E A TRIP HAZARD TO FIREFIGHTERS. SERVICE PANEL PLACARD z PLACE ON PANEL _ _ _ _ _ _ Q 0 CAUTION MIN WARNING I POP RIVETS ORSCREWSION� z MIN. DUAL POWER SOURCES PLACE ON APPLANCE I SECOND SOURCE IS PHOTO-VOLTAIC SYSTEM L _ NO ADHE51VV _ J U RATED AC OUTPUT CURRENT- 25 AMPS Q POWER TO Tf-115 13U I LDI NG 15 AC NORMAL OPERATING VOLTAGE-240 VOLTS N AL50 SUPPLIED FROM ThE 411X1 .25" FOLLOWING SOURCES WITI� INVERTER O TPUT PHOTOVOLTAIC D I5CO N N ECT(5) LOCATED A5 MN. CONNECTION COMBINER BOX DO NOT RELOCATE CAUTION SHOWN liX1ll 3X1 .5 THI5OVERCURRENT SOLAR CIRCUIT DEVICE N - 4 2"X1 .25" PLACE ON AC DC DISCONNECTS PLACE ON INVERTER o° WARNING WARNING - ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS ELECTRIC SHOCK HAZARD SOLAR TERMINALS ON BOTH THE LINE AND LOAD IF A GROUND-FAULT IS INDICATED ARRAY SIDES MAY BE ENERGIZED IN THE NORMALLY GROUNDED CONDUCTOKS OPEN POSITION MAY BE UNGROUNDED AND ENERGIZED U PLACE ON INVERTER/DC DISCONNECT Lu 5TRING- 1 ,2 > PV SYSTEM DC DISCONNECT z � RATED MAX POWER-POINT CURRENT= 12 ADC d w RATED MAX POWER-POINT VOLTAGE=328 VDC w COMBINER MAXIMUM SYSTEM VOLTAGE=43G VDC w o BOX SHORT CIRCUIT CURRENT= I G ADC �n PLACE ON INVEKTER/DC DISCONNECT m r> SERVICE STRING 3 GIO.C-20.0 p 902494 POINT INVERTER WITH PV SYSTEM DC DISCONNECT UTILITY RATED MAX POWER-POINT CURRENT=G ADC METERING DISCONNECT 5WITCI� I/8° RATED MAX POWER-POINT VOLTAGE=328 VDC �$ r MIN. MAXIMUM SYSTEM VOLTAGE=43G VDC 6X9 SHORT CIRCUIT CURRENT=8 ADC - 4"X1 .25" W. in �Gn N Zm a� J' O W aOp�m gg ,Utz MAY BOY 3000T1:US / 380OTL—US / w. *gym • WWrgGwSINN'f W(Ea0a140s ACCe55a rIPS \`_, rvwm � V0m�.000TL®US / 50007E—US / 6000TLaUS �_ ;��n, W � icpdaa � 0614BSCLW-10 lb � i fAN[1161-10 O a ee(T-tsst7 (/ 0 - BeN-MON tr Y,•pl LU Q be m as ati u O�rpw�j�pu� i Sondardfariura o0piwallwmre -Ncnawif&6 r 1 0abmnominalmndnim, LU Tachn'xal data -Sunnylloy46067LU5 Sunny BoyWWL-US Sunny Say6)0011-US > 206V AC 240 VAC 109 VAC WVAC Zoe VAC 240VAC z Input[DCI W_ LU Mac.uablaac po%a [aws'p-11 420OW 53o0W 63cow t Max.DC w1Y0* 600V 600V 600V m P&d.MPPfwtr,g.range 175-48DV 175-4110V 210-4B0V r U J M1Y7 ope,d ing wlkge ra res 125 Y-500Y 125V-5o3V 125y-.500V ud _ Min.atnhrgeJ eWrl whcga. 125V/I50Y 125 V./160V 125 V/ISOV � . Maxiupbleurranl/per MPPlrw6t 24A/15A 3OA/15A '3OA/ISA rt Numb.raFMPPhraken/,tiles,par MPPueekar 2/2 a Output(AC). Acwnw.l power 40MVV A550W SWOW 5200W 6=W Ma.AC appareat parer 40MYA 4550 VA 5000VA 5200 VA E000 VA < r c -- NomipalAC tnMtp/adjuvaMa 208v/lp 24OV/• -.20BV/0 240V/• 208 V/• 140V/• i o AG vphage.range 183.-219V 211 -264V 783-22SV 171-264V 783-129V 21I-264Y _ Ae grid frequanq;tanga '60 Hi/59.3:-405 Hz 60 Hz/59:3-60S He 60 Hz/59.3-d05 Hz :• co o cc Max.outpufmrtent 20A 22A 25A r� o •mac. Pawnr{mur[cm wl 1 1 t :C o �� o _ Oulpulphmm jGnftwnna Iiuu 1 j2 1/2 1/2 THE WORLD'$ONLY Harmoe, <9 <45 q4% 'x cco 0 o(Flo 00 SECURE POWER SUPPLY Effxmniy .; Q0 o Qo 09 97.1% 46.9%* 91 i9.' - CEC effkancy. 967 9659. 967.. 96.59; 96Y.' ) 54' 1cao 0 Probab.r,1 n I o0 - _-.:•• :- 9 DC dumnnecfpn d W euce • : ' o 0 C LW DC rruersapohriy prMs l n • :o LL- Groand halt nnninnng/Gitl'.rronnor"vig ♦/y - � o0 Interbek _ ACsM10 cir u praa no n o° _ _ AllpaLt xn,srre rmiinal currant mon'ror12q unit • 0 u Z ..Are fauhcirNhintaruptar[AFCIImmpl'v,n10 JUL Id9A6. ♦ ;� certiRed. Inrwvative Powerful Flexible. No bn di,/.oarvohrvgeealggety • UL1741and1o996aompliiia •'Swu is P.ar Su ppy proold. • 97.27..-raXimum efkW.,y •Iwo MPPlraitary prWide Ganeroldma on Dimamam.[WI H/Olin mm[in1 450/519/1135 (19.3/205/7.31 • Intm3ralad AFGJ masts the reriuirm- -days i.Fo-. during grid orr" Wida Input wluga range samerousdmidnopliam as W_ 'Oc Di,mn1 aimerebn,[w/H/DI in mm PSI 1 e7/207/19u [7.aP 1 L7/7:51 ;. manuaFNEG 2011690.71 •5heida manageaanlwiih OptDrm •Fxlandadogrming ,Ncbrg&i sian,[W?H/01 in mm[in[ 617/597/266 [24.3/23S/10;51 :+ Gbbal Peak MPPtwcking fempamlme range _06000Do cl puckingdimmunna lW/H/Ill in in.[inl 370/240/286[Id,6/9A/11.01 Z I— Weighi/DCD'econna4weTah 24kg [531b1/35kgIS[bl Q cz W PacUrg wayht/DC Dironnecl pxking weghi 271g [601b1/3S kg lB lhl 3 1IL1 SUNNY BOY 3000TL-US Opymling lamperalurerangy -40'C:_+60'C-[-40'F...+140'FI ? J 3800TL-US J Naa...ibn.[typi.0 <25dB[AI <29dBIN 129dB[AI w o 40/► �`'y ( I.wrciconumirb.m nigh& <iW <1W <IW 59 C) 0OTL-US/ 5000TL-Us/ 600OTL-US Tapabgy an,hrmvh ,renhimartr ,anfcrmire, a � m 1Cdohngdonmpi Cow�bn Gom!eClgn AnrveeodGng .g G N _ .Setting new heights-in residential inverter pefl[ormance Elwtr nm prowida tong NEMAN NEMA3P. NEMA3R s matures S.Ore.Poeai Supply • • • *' ¢ The Sunny Boy 3000TL-W/3800rL-US/2OOOR4l1S/5000TL-US/6000 176118 represents the nerd step in performance for Duphy.graphb • • • ! c-ioc-zo,c-4s UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power prod ucdon I.w1wm.RS495/SpaednirA/Weticoneaci 0/0 6/6 0/0 ' k90'1494 '9 N is derived from wide 111p•utvohuge"and operating temperature ranges.Multiple MPP trackers aril Op}iirac»7 Global Peak Wanamy l0/IS/20yeoa rya/o •/o/o •/o/o Cerifi m0-dpermia[moraatmilab6oarequn11 UL 1741,UL I99B,LL16970,IEEE7547,FCC rue 15'[ehmA&B1,CAN/CSAC222 107.1.1 mitigate the affect of shade and allow forinsta liaison at challenging sites.The unique Secure Power Supply feature.provides r a- o . daytime power in the eventof a grid outage.High performance,f6?dble design and innowtive ieetures,make,the Sunny Boy 'PmhmWarydav a,of Akbi.iy2014:NOfe.LE levenenjliP whh gray lid, >3! zp TL-USsEfies the first Choice arnOng solar professionals. Iyp+J"Uwtbn 58 40Wn-US-22 sB S=L US24 586=1,U522 ?; 0 z ■ENGINEREO �N c,BJ.VTIY Toll Free+1 888 4 SMA USA LJ INTHE USA SMA America, LLC J ASSEM SA— www.SMA-America.com D:\ACA DRAWINGS\SOLAIRE\Plans for Permit Current\SWEIDAN\SWEIDAN.dwg,7/1/2016 6:42:19 PM, DWG To PDF.pc3 _j Z O KN F i n �u �> zdd n u SUNPOWEIZ • • E-SE•IES SOLAR A ■ PANELS yr nNnm a E-SERIES SOLAR PANELS MORE •' FOR PNNI SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY 9 ' HIGH PERFORMANCE &EXCELLENT DURABILITY POWER WARRANTY PRODUCT WARRANTY J z r` o-Iqqqwn ` _ _ _ _ C) + SERIES 0 Q 175 U If, is 1; o s to to zo z L •20.4%eHiciencyFJ More guaranteed power:95%Far first years, Combined Power and Product defea 25 year coverage J W Ideal for roofs where space is of o premium -0.4%>yr.to year 25s that inductee curet replacement cogs.v N O or where future expansion might be Ego-3 r FAN-L 0 Pa 9 - ` GI_ECTRICAL DATA _ OPERATING COND,fiICN AND MECHANICAL DATA needed. - -E20-327 ----E19.320 Temperature -40"Flo+185`F f-40°C to+85°C) High Performance HIGH EFFICIENCY` Nominal Power"From) 327W 320W Wind:50 last,2400 Pa,245kg/ms front&back Delivers excellent performance In real World Generate more energy per square foot Power Tol6rance. +5/-0% +5/-0% Max load Snow: 112 psi, 5400 Pa,550 kg/m_z front conditions, such as high temperatures, - Avg.PanelElficiency10 20.4%' 19.8% Impact resistance 1 inch (25mm)diameter hail at 52 mph 123 m/s). e E-Series residential panels convert more sunlight electricity producing Appearance ClossA :clouds and low light. ? Rated Voltage(Vmpp) 54.7V 54.7 V PPe 36% more power per panel, and 60%more energy per square foot ---- ---- -- 1 000 • Proven value i Prated Curren)flmppJ 5.9$A 5.86 A Solar Cells 96 Monocrystdlline Mtireon Gen II o 0 over 25 years.'' c uo 0 o r c c c Tempered Glass High Transmission tempered AnliRefledive r o Designed for residential rooftops, E-Series _ Openrcuit Voltage(yod 64.9 Y 64.8 Y HIGH ENERGY PRODUCTION' j Junction sox IP-65 Rated o panels deliver the features,value and ShonCircuit Current(Teat 6A6A 6.24 A ,-..-c< performance home. Connectara MC4CompatibleConnectors c a° `oao p y Produce rl ore ere energy per rated waB Max.System Vohage 600 V UL&7000 V IEC o 0 Frame Class 1 black anodized(highest AAMA toting) High year one performance delivers 7�% more energy per ruled watt. Maximum Series Fuse 20.A 1 0 0 o CIO. UV c o 0 0 Power Tem Caef. -0,38%/°C Weighs 41 Ibs(18.6 kg) r.' C. ( �r°000 This advantage increases overtime,producing 20% more energy over P the first 25 years to meet your needs.' Vohage Temp Coef. -176.6 mv_/ C - 1 0 0` o <o QE o0 0 lJ ye I TESTS AND CERTIFICATIONS .01 o Curren)Temp Coal. 3.5 mA/'C CC Standard lisle 1.111703,IEC 61215,IEC:61730 �,a o c r W c o C REFERENCES. Quality test ISO 9001:2008,ISO 1440_01:200Q c c o a o 0 o LL c o �(^}v/ I All ccrrpansom are SPR E20-327 ss.o represenfolm conventional panel: EHS Compliance Rdi5 0H5As 18.0o1.2007,lead tree o n o<o o - a o 12D'rr l �� 24GW,oppra< 1.6 rri�,15°%efficiency Ammoaio lest IEC 62716 ooroc VZ0 00 More E er0y 2 PVE"duIim Labs"SunPower Shading Sludy,"Feb 2013. 110% Per Rated War Sall Spray W? EC 61761 (passed maximum severity) o 0 0` o Miueone Solar Cells:Fundamental) better. §g,mare: oar)" _ 3Typically 7-9%more energy perwall,BEW/DNVEngrieering"SunPa+.er to Y _ 100 ,,Y „ Yield Report," 2013. PlD lest Polenliallnduced Degradation free: l000V H Cng veered for perhmance,des-- fo dumb'I'ty. - ---- - - - --- V 90%. -v[_ 35%mere, 4SunPower025%lyrdagadolimys. 1Myrccw.panel.Campew,Z.el Available listings UL,CEC,EA,TUV,JET KEMCO,MCS,FSEC year al 05unPo:sr Module Degradation Rde"SunPoaer while paper,Feb - Engineered for peace of mind 60% y 2013;Jordan Dirk"SunPower Test Repo(t,"NREL,Oct 2012. W Designed to deliver consistent, Irouble-fmse 70'6 5"Suni` a r Module 40-Year Useful Life'SunPc%er white paper,Feb 2013. > energy over a very Ions lifetime-" "' Useful life is 99 oul of 100 pmels operating al more than 7.0%of rated z 60% • • paver. Q Designed for durability v}5 50% 0 Out of all 2600 panels rated in Phdm Infernalimal,Feb 2612. 1046 moo Q The Sun Pov er Maxeon Solar Cell is the p 5 0 5 20 26 7 83o re energy onfycell bush on a solid copper foundation. Than the average of sop 10 panel can'poniesiesed in l s 141.2 In] LLJ Years 2012(151 panels, 102 toripanies),Ph con Inernama MachLLJ tlil, 2013. 7% D S Compared with the I� 15 manufa:lurers SunPower Warranty Retiew, n, Virtually Impetuous to the corrosion and 1° - I� nrair,,High ^.'^^ys Feb 2013. ' 0, - cracking that degrade Conventional //'1 Poyhr at High TEmos a 9Sure erchslons apply.See worronlyf«cblails. Panels: m 8 j 105'of top 8 panel manufacturers were fasted by Frwnholar ISE,"PV 48 mm +Ifs v J -' o NoLghrindviced J I^+ 1559mm .I G -s vrvorox ; Module Durabildy Initiative Public Report"Feb 2013. [1.8 in o rn #1 Ranked in F aunhofer durability test.'--, 6'.0 kyradaM1on 0-nnoh� 11 Ccmpored oth the non-sires-tesledcmlyd panel.AIIm25+Durability I [81.41n] High Avera a Watts rt ]OD%power maintained in Atlas 25' e g lest report,Feb 2013. c-to.c-zo.c--<e a' 4%. - Better Law�l.ight and - - 12Slandard Tesl Cmdilions(1000W/m7inadance,AM 1.5,25°C). #902494 comprehensive PVDI Durability test. �' Spools!RasponsE 13 Based an average_of measured paver values during production Y w 4o u A,,fiR 11 aci,MGE r V_ `o j. Anfi�ReA ecfiva'Gloss } 0.0 El C) a Y a, see httpy/vnsvr.sunpovwaorpcorrulxls forrrwm reremme idonmlion. For aANy7at3 e°IiP°xer CarpiiWion Nltq bEtmered.9lNtOy;B,oheetl�01'Bt boo. Read safiety and MlJEaN.h%JrE ENtE2GY.FOpR are,o,W SKiN41llREa•re this Loticrorplaodora. reaimred www.sunpovrermrp.eam wvv .sunpowereorp.com tiatle. rlI ifrrn rCerpomwnSµi&xrOi° om-r ss.e. e,.JIDL. D: ACA DRAWING SOLAIRE Plans for Permit Current SWEIDAN\SWEIDAN.dw 7 1 2016 6:42:56 PM DWG To PDF. c3 J NOTE: TECHNICAL DATA 50LAR PV: � TORQUE ALL 5OLT5/NUT5 TO 10 FT.-LB5. 5.88G KW DC- 5Y5TEM 512E ` SEAL ALL PENETRATION5 W/ROOF CEMENT. 18-TOTAL MODULES ALUM. CHANNEL RAIL 44 L55- PER MODULE J 00�� 5/1 G"X I"BOLT W/ LOCK WA5HER LAG 5CREW5 TO PENETRATE TRU55 BY MIN. 2.5" 294 LB5-RACKING 5Y5TEM WGNT(X 50 0" MAX. SPAN BETWEEN 5TANDOFF'5 15 G. 792 LB5-TOTAL MODULE5 ��"`D I,08GLB5 -TOTAL ARRAY /ROOF HOOK 50LAR MODULE 18.73.2 L55- PER SQ, FT. SQ. FT. -OF AREA PER MODULE 337 5Q. FT. - OF TOTAL AREA OF ARRAY 21 -TOTAL# RAFTER5/TRU55E5 52 LB5- WEIGHT PER RAFTER/TRU55 z J 2-#14X3" LAG 5CREW5/ Q 2.5"EMBEDMENT INTO WOOD (L W 51LICONE PRE DRILLED HOLES MODULE MID/END CLAMP I AND UNDER HOOK HANEL ROOF SHINGLE5 Q U C ON z I/2" PLYWOOD SHEATHING — z TOP CHORD OF TRU55 O OR _ ROOF RAFTER 112" PLYWOOD SHEATHING FLAT ROOF TILE LL_ W USE: SMART MOUNT RACK SYS. BY UNIRAILz INSTALL AS PER MANUAL 227.3 SOLAR PV ROOF HOOK BY QUICK SCREW ARRAY =00 ROOF DETAIL @ 180 TILT NO SCALE c o In 00 C O O O c Q (<000 U o"O w w SH REVIEW D .I, w uooa �cwoo for Coll} T Ce Co structurA caltl tk)hd F Lu w_ Odd L.Lecher,R.C.E.67M > ROOF TRU55E5/RAFTER5 @ 24"O/C 1 Pool Engineering,Inc. Q L MODULES — Q liij l) ILJ �It IF -IF 71I TV F I TRUSSES @ 24" O/C _ L I - - CG IO,C-20.C.4G 1 902494 _ L-..l L J - LJMAX SPACING STAND OFF'5 @ 72"O/CANY ORIENTATION ) STAND OFF 5PAC1 NG ROOF FRAMING PLAN 7 D:\ACA ans or erm gQ EIDAN.dwg, 7/1/2016 6:43:26 PM, DWG To PDF.pc3 5CALE 118" =I'-o° 19pN „I W. N• K� z J> �g • Ow op�m UIZ �< m -� SOLARMOUbW p � �.J ins STRUCTURAL EtIGIHEERS Code-Compliant Installation Manual 227.3 U January 4,2016 z UrURac U.S.Des.Patent No.D496,.48S,D496,a49S.Other patentspending. -j 1411 Broadway Boulevard NE _ Z LLI Albuquerque, New Mexico 87102-1545 W TEL: (505)242-6411 O Z FAX: (505)242-6412 Attn.:Engineering Department, " — 6 /_ 1?aTml �� Q w Re: Engineering Certification for UrliRac's PUB 16JAN05 edition of the"SolarMount Design&Engineering WRIF. �,,� _1 Guide" " 4 PZSE,Inc.-Structural Engineers has reviewed UrriRac's"SclarMount Design&Engineering Guide"published January 05,2016 and specifically the enhancements of the SolarMount Flush-to-Roof System,Pressure Lookup Tables,and Downward&UpwazdSpan Length Tables. This certification excludes connections to,building structures and the effects on building structure components. All information,data-and analysis contained within the Design&Engineering Guide are based on,and comply with the following: i o°000 1. 2012 International Building Cade,by International Code Council,Inc.,2012 � iot o0 0 2. 2013 California Building Code,by California Building Standards Commission,2013 k t o0 3. ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures,by ASCE,2013 000e o000 4. 2010 Aluminum Design Manual,by The Alumnum Association,2010 Table of Contents I.Installer's Responsibilities....................................................................2 Part 1.Procedure to Determine the Design Wind Lead...........................................3 This letter certifies that the structural calculations contained within UniRac's"SolarMount Design& Part11.Procedure to select Rail span and Rail Type.............................................10 Engineering Guide"are in compliance with the above Codes. Part Ill.Installing SolarMount [3.1,1 SolarMount rail components.................................................14 If you have any questions on the above,do not hesitate t0 call. - [3,2.1 Installing Solumoumwith top mounting clamps................................15 , [e,9.1 Instating SolarMoum with bottom mounting clips.............................21 Prepared By xera � asM4.11ustaling sohrrMountwich grounding clips andlugs............................25 ExE PZSE,Inc.-Structural Engineers a Z44s y+ o o Roseville,CA ` MF UN I RAC - OF OAt>F�PA A HRTI GROUP COMPANY o❑ r /- 8150Sierra College Boulevard,Suite 150 • Roseville,CA 95661 • 916361.3960P • 916.961.3965 • www.pzn.com Uwrecw <omesNptit vam ng Weaavaa ndurervfi e°A nessdtltlspublfa v.PL>azewtlre oo Wbl4atlovs@w azmm o n 8 C:\ACA DRAWINGS\SOLAIRE\Plans for Permit Current\RACKING-WEEB-BURNDY-QUICK MOUNT SHAKE.dwg, 1/25/2016 1:41:40 PM, DWG To PDF.pc3 STANDOFF SPACING PER UNIRAC 2014 INSTALL MANUAL 227.3 «,— — �' R�w �1 NET WIND DE51GN: ROOF PITCH YTO 27-ROOF ZONE2-MIN SQ. FT. ARRAY AREA 10=1 9.9 Q m u e 9;.. • J c Z 2 g`'• e Z 19.9 X 1.29 (EXP05URE C)=25.G7 + 3 (LB5 PER FT MODULE t RACKING 5Y5.)=28.G7 -1� 04��� ' g fi`a Rom" 9 =r�� �" F e �'yy �� � ^=3 S' 28.G7 X 5 (LENGTH OF MODULE)=143.35 0 m oom� 4 s Q a' � , 5'sa b 9 �_ 143.35/2(#OF STANDOFFS PER UN. FT. PER MODULE)=7 I.G7(L35 DI5TRIBUTED LOAD) N m �nm ROUND UP TO 80 �� A 5EE TABLE 14 BELOW---5TANDOFFS @ G'O/C OK FOR SM-SMARTMOUNT 411�ee\ Qou'd, a "i ?s NET WIND DE51GN: ROOF PITCH 2 TO 45 ROOF ZONE2-MIN 5Q. FT. ARRAY AREA 10=1 2.5 12.5 X 1.29 (EXPOSURE C)=I G.1 25 + 3 (L55 PER FT MODULE*RACKING 5Y5.)=19.125 ws 3 s 19.125 X 5 (LENGTH OF MODULE)=95.G25 UI 95.G25/2(N OF STANDOFFS PER LIN. FT. PER MODULE)=47 (05 D15TRI15UTED LOAD) ZONE- a ROUND UP TO 50 SEE TABLE 14 BELOW---5TANDOFF5 @ G'O/C OK FOR 5M-5MARTMOUNT Cz Q w OUNIRAC UniracCo6(e-Compliarrtlnst tiationMannal SolarMotnit e ASCE 7-05 AND ASCE 7-10 Q z t mti W �\ a Step 2:Determine theDutri6utedLoed on the rail, Step 3:Detetmine Rai[SpatVlrFoot Spacing w(p1j) Using the distributed load,rv,from Part]I,Step 2,lookup the .O Y ■ -\ry allowables ts,L,for each Unimc mil e,SOLARMOUNT rf� A� Determine theDist/ibuted Load,w 1 b multiplying ' u 1 U �' �f)' y the (SM)and SOLARMOUNC Heavy Duty(HD)in table 14. N a 0 * module length B(it),by the Total Design Load,P(pssf)and i a a f o { r dividing by two Use the maximum absolute value of the three ca F = " G K downforce cases and the Uplift Case. We assume each module a` The L-Foot SOLARMOUNT Series Rail.Span Table uses a single o g w a 3 is supported by two rails. 1-foot connectionto the roof,wall or stand-off. Please refer to it,=PB/2 the Part III for more installation information. ` o00 a "o°o , oou000 0 0 w=Disb•ibtded Load(pounds per Jinearfodt,p!j) o 0 0 o c o 0 ° B=Modtde Length Perpendicrrlarto Rails(A) <q ,0 000000 o 0 0 0 P=Total Design Pressure(pmotds per squarefoox psf) c. t o•m o 0 c S000 0 0 . o 00000 ecc o. o0000 Wan Roatair t•45 deg Ro°tar[°tide Roo"""l"eg e.. & ° c O o , o 0 0 CO o OOo Oo c '�ggee •g'ga oo b- ghee $'flea gY>ooF_n�_ g25ao ga5o g65a g55S a '� 000000 00 Y Table 14.L-Foot SOLARMOUNT Series Rail Span SM-SOLARMOUNT HD.SOLARMOUW14•ayDuty000 0fro 20 25 20 40 50 60 00 100 120 I4D 160 ISO 200 220 24D 260c2 SM sM SM sM SM SM SM SM SM sM SM SM SM sM sM SM 15 SM SM SM 6M SM SM SM SM SM SM SM SM SM HD HD HD gr-b "b=m i+o a`� r:oe' �a'" '`C oa PsNo 7 sM SM SM SM SM SM SM SH SM SM SM HD HD HD HD HO e m i p MNNmm P"Mm- mP±� m_P N �_P±a �Q_N tlo N �oaN mW PV Vtl 3.5 SM SM SM SM SM SM SM SM SM SM HD HD HD HD - - _ 4 SM SM 5M SM SM SM SM SM SM HD HD HD HD =C$61 45 sM SM SM SM SM SM SM SM HD HD HD Num s C 5 SM SM SM SM SM SM SM SM HD HO HD 5.5 SM SM SM SM SM SM SM HD 14D HD 6 SM SM SM SM SM SM SM HD HD 5 "ae r M k " gG"' GG.MNm� " r I ` 6.S SM SM SM SM SM SM sM HD HD trm�a� i•."a o_ .o Phu ao°" umtrd m BKat- aUb� -•..N _ m +C.a $` 7 SM SM SM SM SM SM HD HD - C''ooe Goo'= '"oom +vo'.c-. "<o "o e.ai ma a: man+ # _ - m JS SM SM SM SM SM SM HD HD d S SM SM SM 5M SM SM HD HD i ..i_ "' op £ m o+>b %atr �y ^ BS SM SM SM SM SM HD HD w lPup uPin 1. u='Pnu •++I+ aZiL aLiW > _ 9 SM SM SM SM HD HD HD 9 S " i N W e 9.5 SM SM SM 5M HD HD HD -u.d. Ni��� li_1R 61:5 it it � riot h - 10 sM SM 5M HD HD HD HD i, „ :,�:,w �P,iC r, b +.. e " - 10.5 SM SM SM HD HD HD v., at,iu tra:ire Ktrct atrb M�muo'" PMW N II 5M SM HD HD HO HD Y 1 N li L11Gd W L11 ili ill W e M� LobL ldmo �ao6 b+ti I" sM HD HD HD HD HD �Pyp = 1:. 12 SM HO HD HD HD HD op / tlid313.ki+a 10 +Sd a33L '3S� _ _ ____ sm-- sm-- z u� b' Ahb b' MS.b u4' . NMVe Ni•.' b -u Lo 'yb[.o -u'�V+ - m- „_m'"-J a-! �I cp e'Grt: Ca_$ pPffim imap '°a GuH. �i P. G38o m8" yM"& .i,w�'e § «� o' tin. ✓ C:\ACA DRAWINGS\SOLAIRE\Plans for Permit Current\RACKING-WEEB-BURNDY-QUICK MOUNT SHAKE.dwg, 3/12/ 015 9:44:58 AM, DWG To PDF.pc3 Au N z } N zU J' Ug 0. N �Q 0 w goo upq Lnz Soladdount UniracCode-CompliantlnstaUationManuaL _'°UNIRAC � 6� SolarMount Mid Clamp Part No.3U2101C1302101%30210.301 302104o, [3.2.] Installing SolarMount with top mounting clamps 30d1Ai0,392106D Mid clamp material: One of the following extruded aluminum This section covers SolarMount rack assembly where the installerbas elected to use top mounting clamps to secure modules to the UI »ate Bolt rails. It details the procedure for flush mounting Solaridount systems to a pitched roof. h9ra •� alloys..-8006 T6,6105-T5,6061-T5 z Fla eNu1,Clamp Ultimate tensile:38ksi,Yeldr35ksi _ z `'1 ., • Finish:Clear rDarkAnodlzed - _ ' Mid clamp weight:0.050lbs(23g) `�� lL-I \� Allowable and design loads are valid when components are ILJ assembled acoordingtoauthorized UNIRAC documents �-..` Values represent the allowable and design load capacityof asingle mid clamp assemblywhen used with a SolarMount cedes beam to retain a module lnthedhectionIndicated Assemble mid clamp with one Unlrae 7N-20 T-boltand one W-20 - �: Q z ASTM F594 serrated flange nut - J W Beam \ Use anti-selze,and tighten to'10 ft-Ibs of torque- - �O • Resistance factors and safety factors are determined according to _ party section 9 ofthe 2006Aluminum Design Manual and thin[- party test results from an lAS amredlte l laboratory 3 Applied ectio Load Average Allowable Salon Design Resistance-,Fact � o, tm ouru,a - - Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) N MdClomp coo r Tension,Y+ 2020(B987) 891(3963) 227 1348(5994) 0667 "coo ra 000000 Transverse,Z+- 520(2313) 229(1017) 2.27 346(1539) 0:665- ,�• eo 0 00o000 Y o 0 A Sliding,X± 1194(5312) 490.(2179) 2.44 741 (3296) 0:620 s c[goo 0 000�ae �X End Clomp u o 0 0 0 0 Dimensbnaspaoifed In h6heslunless noted , Lfoet - r o0ooa0 SolarMount End Clamp SolaNbunt Rol % i' v 00000 Part No.302601 C,-s02002C,3020020,302003C, -./ - 0 00 3020030,302004 C,3020040,3U20USC,3020050, SOIgrNount Rai 0 0 00000 30240o"c,3021100,3020 QG,3U20030.-fW-12C 02090, 3ri2U09C,30211040,30201 UC, 3rg0Pl C,3U2U 12C End clamp material: One of the following extruded aluminum FigareS.&epbded view of aJGtshnwun[!rts[aita[tonmountedwnh Lfeer. 00 alloys 6006-T5,610rrT5,5061-TS 000 10 000000 Olt Ultimate tensile:38ksi,Yield:35 ksl 000 1 000000 • Finish::Clearor Dark Anodized o 0 co 0 End clamp weight:varies based on height:-0:0561bs(26g) d Clamp Allowable and design loads are valid when components are. Table 13:Wrenches and torque All top dmvrsctamps must beinstnQed with amt- ( Secreted. - assembled according to authorized UNIRAC documents seiwwpmwntgallingandpro ideun(formtty Wrench Recommended inctampload. UniRacrwrecommends Silver Flange Arut Values represent the allowable and design load capacity of a aingle size torque Qt-Iba) Grade Lo TiteAnttSeiraltem numbers:3818I, end clamp assembly when used with a SolarMountseries beam to 80209,715732,76759,76764,80206,and 76775,or retain a module in the direction indicated Whardware q/ar lo® eguivatent l/4--20hardwareusedinmajunction • Assemble with one Unirac'W-20T-boltand one YV-20ASTM F594 '/a' hardv a As 30 withtopdownclamps mustbe installed to 10fi:-Ibs serrated flange nut Torqum cmnotdesiVaedforu widt oodmmecmrs oftorque. When using UGC-I,UGC-2,WEEB 9.5 and Bea .Use anti-seize and tighten to 10 ft-Ibs of torque wpm 6.7 v4^-2oha,d,vare must beia.<mlLd w _ Reslstance factors and safety factors are determined according to IOft-lbs oftorque. Additionally,when used with �. part 1 section 9 of the 2005 Aluminum Design Manual and third- a top donmcfamp,the moauie fmmecn0as seeder n, Y party test results from an AS accredited laboratory must be boxed shaped as opposed to a single,[shaped : 1 Modules must be instated at least 1:5 in from either end of-abeam member.Pleammfer to insmBationsuppfement9lO.- G GaUingand ltv Pmtvnston formore informs.Non X ongalligp and anti-seizeand installation manual a ts- ---- Applied Load Average Allowable Safety Design Resistance 225: Top MotattirtgilniracGrotatdfngCUpa 131motlon. Ultimate Load Factor, Loads Factor,. and WEEBLugsformoretnformarlonon Gmanding lbs(NJ We(N) FS Ibs(N) m Clips." °corral I Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 N , soo,s t mxwtss li Transverse,Zt 63..(279) 14(61) 4.58 21(92) 0.330 'm / � _ Sliding,k 142(630) 52(231) .2.72 79.(349). 05m, ' Oinxnsionsspeaifiodl�inchesun s- 6 (, 15 C:\ACA DRAWINGS\SOLAIRE\Plans for Permit Current\RACKING-WEEB-BURNDY-QUICK MOUNT SHAKE.dwg,3/12/2015 9:45:38 AM, DWG To PDF.pc3 .� N z QN OU J' uo e rt o0 ow L`1 LA aN^m Flat Tile Roof Hook - 900 For Side Mount Rails no Type 304 Stainless Steel coM Part# I Quantity With Screws January 23,2014 FTRH9038S14 20 Hooks Yes-40;#14 x 3" FTRH9038S14-1 1 Hook Yes-2-#14 x 3° To whom this may concern, L Q FTRH9038 2D Hooks No _j FTRH938-1 1 Hook No SolarROOfHook.com is committed to excellence.All of our parts were tested by a third party test facility for U the following. O 1. Uplifttest 2. Downward load test 6 i 3. Water Proof-QuickBOLT only z U 0� AME Research facility had a current engineer license per the State of Cal'rfomia in 2012 and 2013. Terrapin Testing had a current engineer license per the State of California in 2011. The following is an excerpt from: _ CALIFORNIABOARD FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS `ccc oo oo°000 - g u t d e to Engineering & Land Surveying for City and County Officials ° ° f0o 0 00 oa -t Page 12,Line 27 0 .f.f. 00 0o0oa0 0 0 0 0 0 0 10mm Rail Slot for 3l10m or ail Slot Bolts 27.If the license has expired between the time the engineering documents were ` <, �.00 0° 4 0000o prepared and the time when the local agency's review is performed,do the c0co 0 0 00000 documents need to be re-sealed by a licensee with a current license?(B&P Code c. o 0 0 0 0 0 §§6733, 6735,6735.3,6735.4) 0 0 0 0 0 0 0 0 4 0000 O 4004° 000000 O O 00 000 0° 1-3f4° As long as the license was current at the time the engineering documents 40 0 0 0 4 0 were prepared, the documents do not need to be re-sealed prior to review by 0° 0 0 0 0 0 4-1/2" the local agency.However, any changes(updates ormodifications)to the °u0 0 0 documents that are made following the review by the local agency would 5-718" have to be prepared by a licensed engineer with a current license and those 7" changes would have to be signed and sealed. We trust the information provided will alleviate any request for the test reports submitted to have a stamp gym, from the current year. Respectfully, Smm ThlGmex ' Rick Gentry c 1 1-3/4" Smm Mounting Screw Hole for#14 or 5118 V.P.of Sales&Marketing - N Mounting 5830 Las Positas Rd Livermore,CA 94551 m N Screws Phone:(844)-671-6045 1 Fax: (800)-689-7975 www.solarroothook.corn 5830 Las Positas Road, Livermore, Califomia 94551 13948 Airway Drive, Rock Hill, South Carolina 29732 ' e Phone: (844)-671-6045 1 Fax: (800)-689-7975 1 www.solarroofhook.com I , CAACA DRAWINGS\SOLAIRE\Plans for Permit Current\RACKING-WEEB-BURNDY-QUICK MOUNT SHAKE.dwg, 3/12/2015 10:51:31 AM, DWG To PDF.pc3 LLN V. N z N gU J> Ip r �w 00� APPLOEDD O�4C�ROAL 8 A C�U�JC�OU�JEERON09 ONO. ``No�° Ii-� 980 41st Street Tel: (510) 420-8190 �! m Oakland, CA 94608 FAX: (510) 420-8186 e-mail: info@appmateng.com Mr.Rick Gentry Project Number 1 I2448C Z QUICKSCREWS INTERNATIONAL Spanish Tile Adjustable Roof Hook July 25,2012 Q J July 25,2012 F_: Test setup and typical bracket bending at maximum load are provided in Appendix A.Based on the Mr.Rick Gentry Project Number 112448C above testing,the average maximum tensile load of the Spanish tile adjustable roof hook attached to a LU Q QUICKSCREWS INTERNATIONAL 2"x4"Douglas Fir rafter using#12 Quickscrew,was determined to be 1238 lbf. J 5830 Las Positas Road � LL Livermore; CA 94551 3.Specific Gravity of Wood The specific gravity and moisture content of the lumber(rafter)were tested in accordance with ASTM O Subject: Flat Tile Roof Hook(Part#FTRH90)Laboratory Load Testing D2395,Method A(oven-dry)and was determined to be 0.457 and 12.9%,respectively. w N Dear Mr. Gentry: N U If you have any questions regarding the above,please do not hesitate to call the undersigned. As requested,Applied Materials&Engineering,Inc. (AME)has completed load-testing flat tile roof o hook(see Appendix A,Figure 1).The purpose of our testing was to evaluate the tensile and compressive Respectfully Submitted, load capacity of the flat tile roof hook attached to a 2"x4"Douglas Fir rafter using 412 Quickscrew (5/16"tax 3"L T17 302 SS). APPLIED MATERIALS&ENGINEERING,INC. Reviewed By: I o 0 0 0 0 0 0 00 00 SAMPLE DESCRIPTION I to o 0 0 0 0 0 o o c Mockup samples were delivered to our laboratory on July 6,2012.Mockup configuration consisted of three 16"long rafters at 7 o.c.,screwed to 1/2"OSB sheathing.The flat tile roof hook is attached o a aiyaz Arme Taj' an,Ph.D.,P.E. through the OSB into the rafter with two fasteners. Laboratory Manager Princi al Ikur s/C P�FE531p4, :coo 000 TEST PROCEDURES&RESULTS 00 1. Compressive Load Test W No.35Si5 2 m Q No.95595 m 0000 0 000000 rz &P.913 15 a W l •91�na °oo 0000 k o 0 0 A total ofthree tests were conducted for compressive load capacity on July 9,2012 using a United Universal testing machine.Samples were rigidly attached to the testing machete and a compressive load 19r crvR ��P Frq clvtt oQ? was applied to the hook The samples were loaded in compression at at constant rate of axial deformation FOF osttpo .. of CattF of 0.09 in./mm.without shock until the bracket was in contact with the OSB sheathing;maximum y Z6 r5 deflection at maximum load was recorded. Detailed results are provided in Table I.Test setup and typical bracket bending at maximum load are provided in Appendix A.Based on the above testing,the average maximum compression load ofthe flat tile roof hook attached to a 2"x4"Douglas Fir rafter IF THE LICENSE HA5 EXPIRED BETWEEN THE TIME THE ENGINEERING DOCUMENT5 using#12 Quickscrew was determined to be 141 Ibf. WERE PERFORMED AND THE TIME WHEN THE LOCAL AGENCI"5.REVIEW 15 PERFORMED, DO THE DOCUMENTS NEED TO BE RE-5EALED BY A LOCEN5EE WITH A 2.Tensile Load Test CURRENT LICEN5E? (BBP CODE-- G733, G735, G735.3, G735.4) A total of three tests were conducted for tensile load capacity on July 9,2012 using a United Universal A5 LONG A5 THE LICENSE WA5 CURRENT AT THE TIME THE ENGINEERING G ;; testing machine.Samples were rigidly attached to the testing machine and a tensile load was applied to DOCUMENTS WERE PREPARED, THE DOCUMENTS DO NOT NEED TO BE RE-5EALED � 1 the hook.The samples were loaded in tension at a constant rate of axial deformation of 0.09 in.Amin. PRIOR TO REVIEW 13Y THE LOCAL AGENCY. HOWEVER, ANY CHANGES (UPDATES OR °f without shock until the bracket was bentand the bolt began to pull-out;maximum deflection at MODIFICATIONS)TO THE DOCUMENTS THAT ARE MADE FOLLOWING THE REVIEW BYTHE LOCAL AGENCY WOULD HAVE TO BE PREPARED BY A LICENSED ENGINEER WITH maximum load was recorded.Detailed results are provided et Table II A CURRENT UCEN5E AND TH05E CHANGES WOULD HAVE TO BE 51GNED AND Y S SEALED. `•;{� Page 2 of 8 APPdOPD MATERIAf0 6 EIK&WEPRIe8,INC. o� Page 1 of 8 APPLIED MATERIALS A ENOMEERIa0,MC. ans tor Permit urrent wg, o PDF.pc3 N z" > p N LU W. 0w ��mv <�s 980 41n Street Tel: (510) 420-8190 Oakland, CA 94608 FAX (510) 420.8186 e-mail: Info@appmateng.com November 21,2013 TABLE I LU ASTM D1761 Mr.Rick Gentry Project Number 113781C — U QUICKSCREWS INTERNATIONAL r� #14-7x3"302 SS OUICKSCREW IWITHDRAWAL TEST 5830 Las Positas Road L —J Livermore,CA 94551 Q) PROJECT NUMBER 113781C U Subject: Screw Withdrawal Test W0 Dear Mr. Gentry: " " N As requested,Applied Materials&Engineering,hie.(AME)has completed determining the withdrawal resistance of#14-70" Quickscrew(FIW I 1 QS T17 303 S/S)to a commercially available 2"x4" Douglas Fir wood. TEST NUMBER MAXIMUM WITHDRAWALLOAD(LBF) MODE OF FAILURE TEST PROCEDURES&RESULT'S 1 1907 Screw Pull-Out 1.ASTM D1761-06,Screw Withdrawal Test 2 1635 Screw Pull-Out A total of five tests were conducted on November 19,2013 in general accordance with applicable 3 1669 Screw Pull-Out procedures outline in ASTM D1761,section 8.2.The screws were driven at right angle to the 2"face of , the test wood and withdrawn usinga United Universal testing machine al a uniform rate of later g P 4 180D Screw Pull-Out separation of O.1 inch.Based on our testing,the average withdrawal resistance of#14-7x3" Quickscrew to a commercially available 2"x4"Douglas Fir wood was determined to be 1770 lbf. Detailed results are 5 1838 Screw Pull-Out ° provided in Table 1. AVERAGE 1770 2.ASTM D2395-07a,Specific Gravity of Wood ° STANDARD DEVIATION 114.8 The specific gravity and moisture content of the Douglas Fir wood were tested in accordance with ASTM D2395,Method A(oven-dry)and was determined to be 0.429 and 12.5%,respectively. If you have any questions regarding the above,please do not hesitate to call the undersigned. Respectfully Submitted, APPLIED MATERIALS&ENGINEERING,INC. Reviewed By: IF THE UCENSE HAS EXPIRED BETWEEN THE TIME THE ENGINEERING DOCUMENTS WERE PERFORMED AND THE TIME WHEN THE LOCAL AGENCY'S REVIEW 15 _ f PERFORMED, DO THE DOCUMENTS NEED TO BE RE-SEALED BY A LOCENSEE WITH A q I4" CURRENT LICENSE?(BEP CODE-- 6733,. 6735, 6735.3, 6735:4) N ,�TAJQ �F A5 LONG A5 THE LICENSE WA5 CURRENT AT THE TIME THE ENGINEERING 10 med azaji 'an,Ph.D.,P.E. DOCUMENTS WERE PREPARED, THE DOCUMENTS DO NOT NEED TO BE RE-SEALED oratory Manager y Ho. m cip I PRIOR TO REVIEW BY THE LOCAL AGENCY. HOWEVER, ANY CHANGE5(UPDATES OR i7 6 a MODIFICATIONS)TO THE DOCUMENTS THAT ARE MADE FOLLOWING THE REVIEW BY Y THE LOCAL AGENCY WOULD HAVE TO BE PREPARED BY A LICENSED ENGINEER WITH *srgp CWtt'FOQ•`\e SEALED.CURRENT LICENSE AND TH05E CHANGE5 WOULD HAVE TO BE 51GNED AND �J P OFr oaf Page 1 of 3 APPL09D IRATERIAdR A ENOINEERIM8,I89D. Page 2 of 3 APPLIED NATEMALO b 010INEERima,IRD. 13 C:\ACA DRAWINGS\SOLAIRE\Plans for Permit Current\RAC KIN G-WEEB-BURN DY-QUICK MOUNT SHAKE.dwg, 1/26/2016 2:06:45 PM, DWG To PDF.pc3 H I ' SMSOLAR NEWEIINANCEFIENTS ��8 U N I RAC DBONDING SM END CLAMP MOUNT A HILT]GROUP COMPANY o OPTIMIZED COMPONENTS INTEGRATED BONDING& PRE-ASSEMBLED PARTS Components are.pre-assembled and optimized to reduce installation steps D and save Labor time.Our new grounding&bonding process eliminates copper INTEGRATED BONDING wire and grounding straps or bonding jumpers to reduce costs, Utilize the MIDCLAMP • microinverter mountwith a wire management cilp for an easier]nstaltat]on. , VERSATILITY 16 ONE PRODUCT- MANY APPLICATIONS Quickly set modules flush to the roof or at a desired tilt angle.Change module TO • orientation to portrait or landscape while securing a Large variety of famed INTEGRATED BONDING �'�_'� 'a' moduleson flat,lowsLoped orsteep pitched roofs.Available in mill,clear and dark SPLICE BAR anodized finishes to outperform your projects financialand aesthetic aspirations. • AVAILABILITY ' • NATIONWIDE NETWORK Unimc maintains the Largest network of stocking distributors for our racking INTEGRATED BONDING solutions.Our partners have distinguished their level of customer support, ® L-FOOT W/T-BOLT `J availability,and overall value,thereby providing the highest level of service to users of Unimcprodu=Count on ourpartnersforfastand accuratedeliverytu ® 1 ��meet your project objectives.Visit Unirac-comfora List of distributors. - AUTOMATED DESIGN TOOL I \ DESIGN PLATFORM AT YOUR SERVICE INTEGRATED BONDING Creating a bill of materials is just a few clicks away with U-BuiLder,a MICROINVERTER MOUNT powerful online tool that streamlines the process of designing a code W/WIRE MANAGEMENT \ compliant solar mounting system.Save time by creating a user profile,and • CLAMP 0.0.0c \.\ recall preferences and projects automatically when you log in.You will enjoy the ability to sham projects with customers;there's no need to print results and send to a distributor,just click and share. UNIRAC CUSTOMER SERVICE MEANS THE HIGHEST LEVEL OF PRODUCT SUPPORT r i UNMATCHED CERTIFIED ENGINEERING BANKABLE DESIGN PERMIT � \\ - E%PERIENCE QUALITY EXCELLENCE WARRANTY TOOLS DOCUMENTATION _ TECHNICAL SUPPORT CERTIFIED QUALITY PROVIDER BANKABLE WARRANTY s. Unhat's technical support team is dedicated UnImc is the only PV mounting vendor with 150 As a Hilti Croup Company,Unirac has the fimntlaL , • • • ,. tp. answering questions & addressing Issues certifications far 9001:2008, 140012004 and strength to back our products and reduce your dsIL •• _ in real time.An online library of documents OHSAS 180012GO7;which means we deliver Have peace of mind knowing you are receiving ' ® including engineering reports,stamped letters the highest standards for fit,form,and function. products of exceptional quality. SOLARMOUNT ® and technical data sheets greatly simplifies These certifications demonstrate our excellence is covered by a 10-year limited product 1 1 F 1 •'1 : 1 your permitting and project planting process. and commitment to first Class business practices. warranty and a 5-year limited finish warranty. k • BONDING •• CLAMPS •' • • ' PROTECT YOUR REPUTATION WITH QUALITY RACKING SOLUTIONS BACKED BY ENGINEERING EXCELLENCE AND A SUPERIOR SUPPLY CHAIN • OPUBtltoOs a MIDNIGHT COMBINER BOX MNPV6 WW � m aN OU UD lqa jno PV Combiners- MNPV6 PV Source Circuits PVOutputCircits Max Max OCPD Wire Max Max Wre Approved Enclosure Listing , I ' I 7 I A V z Model Max #of OCPD Range #of Cont. Range Mounting Type/ Q VDC Input Rating AWG Output Current AWG Orientation Material Circ. Amps Circ. Amps ,., MidNite Solar offers a range of PV Combiners from our MNPV3 to the MNPV16. This range of L MNPV3 CLV) 1so 3 20 CBISOV 14-6 1 1 SO 14-1/0 _90 to 14° 3R/Alum UL1741 combiners accommodates PV systems as small as a tv/o string off grid cabin up to 16 strings for a LLJ MNPV3(HV) 600 3 20 FUSE 14-6 1 60 14-1/0 90 to 140 313/Alum ULI741 10OKW commercial grid tie inverter. The MNPV series of combiners are the result of 20 years of U MNPV6(LV) 150 6 20 CB 150V 14-6 2 120 14-1/0 90 to 140 3 MI= UL1741 design and manufacturing experience in the renewable energy industry. Each unit has the same W MNPV6(HV) 600 1 4 20 1 FUSE 14-6 2 80 14-1/0 90to140 3R/Alum UL1741 quality features such as: > LL _ MNPV12(12V) 150 12 30 CB 150V 14-6 2 200 14-210 go to 140 3R/Alum ULI741 * Aluminum rainproof type 3R enclosure I z U ° Internal plastic injection molded dead front covers — W MNPV12(HV) 600 10 30 FUSE 14-6 2 200 14-2/0 90 to 14 3R/Alum UL1741 Knock outs that accept waterproof strain reliefs, conduit MNPV12-250 300 6 50 C6300V 14-6 2 168 14-2/0 90to140 3R/Alum UL1741 or panel mount MC type connectors (S) MNPV16(HV) 600 16 15 FUSE 1 14-6 1 240 250MCM 90to 14° 3R/Alum UL1741 * Knock outs for lightning arrestors MNPV16-250 300 12 20 CB GOOV 14-6 1 240 14-2/0 90 to 140 3R/Alum UL1741 * Uses 15OVDC &30OVDC breakers or 60OVDC fuses depending on model number MNPV6(For 15OVDC charge controllers and 600 VDC gridtie inverters) * ETL listed to UL1741for use in the US and Canada n_ * Adaptable for two separate inverters or charge (The most popular PV combiner in North America.) Gray aluminum type 311 rainproof enclosure with controllers on certain models insulating dead front,will accept six 15OVDC breakers orfour 600/1000VDC fuse holders.Includes 15 position PV negative bus bar,14 position ground bus bar, 120 amp Plus bus barfor breakers and 80 amp bus bar for fuses.Punch out tabs on the plastic deadfront make for a clean installation using circuit breakers.An included MNPV 6 e e snap in adapter makesfora professional looking installation when installing fuse holders.Up tothree 30OVDC ` breakers from 7 to So amps may be installed as a disconnect (no combining busbar).The enclosure may be mounted to a pole orwall indoors or out. The plus bus bar may be split to support two grid tie inverters or two charge controllers.Gridtie inverters I "` typically can have PV minuses common.Most charge controllers can have PV minuses common (Exception XW and BlueSky). _ Breakers/fuse holders sold separately Boxed size:9 x 14 x4 weight;4 Lbs. 123456 7744 �+ PhaabyJackFdin > N Ph&.b9Tim Mendenhall a J' 0 Ear, Configured for 60OVDC Fuses(Gridtie) Configured for 150VDC Breakers(Offgrid) a.uceN- ETL Listed for US&Canada �I nITE c co"STEO 5 p "_.� M, IIn�^I^rE- Been mooned lately? o 17722�7th Ave NE, Unit C,Arlington WA 98223 ■ II $5 0 Ph 426.374.9060 Fax 360.691.6862 www.midnitesolar.com a http,/ANww.midnitesolar.com 0 � v 17722-67th Ave NE,Unit C,Arlington WA 98223-Ph 425.374.9060 Fax 360.691.6862 I C:\ACA DRAWINGS\SOLAIRE\Plans for Permit Current\SUNPOWER MOUNTING WEEB &INV. LiSTING.dwg, 1/16/2012 2:1 :43 PM pN in KN F N z4i I Q'N G5 0 us U R Ou S U N' P O V N E R• SUNPOWER CORPORATION d ;arm Safely andinatallation instructions-Document 001-1415g Rev `� arts�Pm Wl PNN� • Do not place anything on the modules,even fora moment because resulting Safety and Installation Instructions residue may damage or stain the glass surface. • IF the faeormouiefram broken, wincauseeletricis tom,mnmtttvlthany module Certificate e (United States and Canada) wrfamormodulefremecanrauseelearicshock TUVRheinland • Broken J-boxes or connections a re electrical hazards as well as laceration 1.0 Introduction hazards.Installers should remove any such module from the army and W O This manual provides safe and installation instructions for UL Listed contact SunPower for disposal instructions. Certificate no. P N TTC 82140038 ilf L.�. SunPower photovoltaic(PV)modules that have the ULlogo on the • Do not install or handle the modules when they are wet orduring periods of vt.7 u�aTuv-ru va product label: highwind. lL Q • SunPower recommends a conservative minimum cable bend radius of equal COOS to or greater than 40 man(LS"). Q V • Contact SunPower if maintenance is necessary. License Holder. Manufacturing Plant: LL • Save these instructions) Unirac Inc. Unirac Inc. 1411 Broadway NE 1411 Broadway NE IMPORTANT!Please read this manual in its entirety before 2-i Fire Rating - Albuquerque NM 87102 Albuquerque NM 87102 Installing,wiring,or using this product in any way.Failure to comply The module fire rating.isType 2 per 1111703,2013 edition and Class Cper I USA USA W with these Instructions will invalidate the SunPower Limited UL1703,2002 edition.Fire rating classification for any PV system using / �l � Warm M ntyforIeVodules. I U y- L1703:2013 can only establish a fire rating In combination with the mounting I "nIJ tem retings normally found in the mounting system installation instructions. I _m L-sys_ _ _ _ _ _ _ __ _ __ _ _ _ _ J = 1.1 Disclaimer of Liability 3.0 Electrical Characteristics - The installation techniques,handling,and use of this product are beyond Test report ao.: USA-3199009 001 Client Reference:John Nagyvary con trol.ntrol.Therefore,SunPower assumes no responsibility for loss, Electrical characteristics of the modules are described In Table I below.Each damage at expense resulting from Improper installation,handling,or use. module contains three bypass diodes. For all modules,the maximum series lose Tested to: Subject 2703 NO. 2 (11-13-2012) G rating is 15A and Maximum System Voltage using IEC standard is 1000V. 1.2 Underwriters Laboratories(UL)Listing Information This product meem or exceeds the requirements set forth by UL 1703 and Table l:Electrical Characteristics) ;a ULC/ORD-C3703-01 for PV Modules.These Standards cover flat-plate PV modules Voltage Conant 0pen Short Maximum ,co 00 000 and panels Intended for installation on buildings or those intended to be Rated Module Power attuned staged Grcua Grcutt System o O oo a0 freestanding.To satisfy the Listing for this product the modules must be mounted (W) Power Power, Voltage Current, Voftoge UL 0 with a rack or standoff structure.The Listing does not include integration into a VmpP M Impp(A) Vac IV) Isc tAJ Vmax IV) o o .0 c o o 0 0 ° building surface because additional requirements may apply.This product Is not SPR-X21-345-LOM us 57.3 6.02 68.2 6.39 1� Cerfified Product: Module Rack Mountie System License Fee-Units Intended for use where artificially concentrated sunlight is applied to the module. SPR-XiiaaS 60o g y o c o°o SPR-X01d35 335 573 5.85 67.9 6.23 600 O 0 c e1.00 1.3 Limited Wormnfy SPR-X21-335-BLK Model Designation: SolarMount (SM) 7 ' Module limited warranties are described in full in the SunPower warranty SPR-M2 327-cola loop cc c o00 SPR-X20-327 327 573 5.71 0s am boo Maximlmt Size of PV Module: 65" long and 39.125" wide < ` s `. certificates obtainable at wwwsunpower.com.ln summary,the Umiled SPR-x2od27-BIX gog ra e Warm miss do not apply to any of the following: SPR-X21-255 255 42.8 59s 51.0 ISM 600 Maximum System Voltage of PV Module: 1000 VDC a.�;a, a ccache Modules which In sunPower's absolute judgment have been subjected to misuse, SPR-no-25a-But 250 42.s 5zt Sorg 6.2a fioo Maximum overcurrent protection rating of PV Module: 30 A -a,aa,t, ( o oa abuse,neglect or accident;alteration;Or Improper Installation,application or SPRx Size 245 42.6 5.72 6 fi.W 500 r<Do. removal This Includes,but is not limited to,Installation,application,or removal SPR-zlsaao Fire Rating: Class A When installed with vc o0°0 an art other than a SunPower authorized dealer;non-observance of 310 S73 Sal 0.2 5.82 600 g c a by YP Y SPR-K39-330.6LK a eN <000 SunPower's Installation,users and/or maintenance instructions;repair or SPR-X19-240-BLK 240 42,R 5.61 50.6 51% 600 Type' 1 fire rated modules, ° o modifications by someone other than an approved service technician of Type 2 fire rated modules, ` SunPower;power failure surges.lightning,flood,fire,accidental breakage,or SPR- 440{0M 4 72.9 . 8 6.5 1000 S , SPA-U2 F1U435{OM 435 72.9 5.97 85.5.6 6.43 3000 Type 3 fire rated modules, other events beyond SunPower's control, SPR-E19.430-COM 410 72.9 5.62 85.3 6.01 1000 'Type 10 fire rated modules. SPR-E21N32] 600 327 M.7 598 64.8 6.46 (continued) 2.0 Safety Precautions SPR19a27{OM loco SPR4-E19.520 320 54.7 5.86 69.7 6.24 1 00 Before installing this product,read all safety Instructions In this document. SPR-E19-315 315 54.7 5.76 64.6 6.24 600 7 SPR-E39-310.COM 310 54.7 5.67 0.4 6.05 1000 Appendix: 1,1-4 DANGER! Module interconnection cables pass direct current(rid SPR-El&195-[OM 295 542 5.45 633 5.0 use and are sources of voltage when the module is under load and SPA-E20`NS 245 40.5 6.0s "A 6.43 600 when it is exposed to light.Direct current can arc across gaps and SPR-E39-335 235 40.5 5.60 4R.4 .05 600 SPR-230NE-aLK 23p 40s s.sa aei 5.65 sad Licensed Test mark: Date of Issue may cause injury or death if Improper connection or disconnection Is made;orif contact is made with module leads that are frayed or 3.1 Bypass Diodes (dey/oto/yr) torn.Do not connect or disconnect modules when a current source Bypass diodes are factory installed and are not user replaceable.The diode 19/12/2014 '^ '. y uu77 . is energizing the conductors. configuration for96 cell modules is 2 di°desfor 2 strings of 24 cells in series,plus one diode for a single string of 48 cells in series. For 128 cell modules,the 0ii- configuration is 2 diodes installed for 2 strings of32 cell in series,plus one diode All Installations must be performed in compliance with the National Electrical for a single string of 64 cells in series. The diodes are one of the following ratings;Cade(NEC)and any applicable local codes. 1.Schottky type,15A,45 Peak Inverse Voltage(PIV)for 96 cell modules. • For Canadian Jurisdictions,Installations shall be In accordance with CSA C22.1, 2.Schottky type,20A,45 PN for 128 cell modules. N_ Safety Standard for Electrical Installations,Canadian Elecuiml Code,Part 1 3.Schottky type,20A,100 Ply for 96 and 128 cell modules. • There are no user-serviceable parts within the module.Do not attempt to G a O repair any part of the module. ube • Installation should be performed only 6y qualified personn¢I. I For all models the Maximum System voltage fa IEC standards is I0QOV and �Q • Do not stand on,drop,scratch,or allow objects to fall on modules as It may maximum series two is 15A.For models not shown here,please contact SunPower in 0 technical support or wait www.sunnower.com.Electrical parameters are measured at cope,Arizona 85282,Tel(490)9fiB-1700,For I7r5)atae459 damage and void the warranty. Standard Test Candi ions(STC). NV cougars Fri..uc.uia Souh Rmseveit street.Te 02014 SunPower Cogom6on.AR rights reserved.Spedfieations Iocludedin Ws manual ore subject to change wihout mum. Page 12 7l16113 QIGU.E246423-Photowitaic Modules and Panels f �N rz�m �m a zu UL ONLINE CERTI FIGATIONS DIR TORY > I - Om °ohm Nm QIGU.E246423 N.� Photovoltaic Modules and Panels �Wrm YN�4� Page Bottom lLJ Photovoltaic Modules and PanelsrV -1 See General Information for Photovoltaic Modules and Panels O O SUNPOWER CORP E246423 77 RIO ROBLES SAN JOSE, CA 95134 USA W Photovoltaic modules, Model(s) SPR-225 (a), SPR-225G-WHT-0, SPR-225G-WHT-I, SPR-225G-WHT-U,SPR-226 (a),SPR-227 (a), G O SPR-228 (a)., SPR (a), SPR-230 (a), SPR-230G-WHT-D, SPR-230G-WHT-I, SPR-230G-WHT-11, SPR-231 (a), SPR-232 (a), 0 SPR-233 (a), SPR-233 (b), SPR-234 (a), SPR-234 (b), SPR-235 (a), SPR-235 (b), SPR-235G-WHT-D, SPR-235G-WHT-I, SPR- 235G-WHT-U, SPR-236 (a), SPR-236 (b), SPR-237 (a), SPR-237 (b), SPR-238 (a),SPR-238 (b), SPR-239 (a), SPR-239 (b), SPR- z 240 (a), SPR-240 (b), SPR-240G-WHT-D, SPR-240G-WHT-1, SPR-240G-WHT-U,SPR-241 (a), SPR-241 (b), SPR-242 (a),SPR-242 F(b), SPR-243 (a), SPR-243 (b), SPR-244 (a), SPR-244 (b), SPR-245 (a), SPR-245 (b), SPR-245G-WHT-D, SPR-245G-WHT-1, SPR- 245G-WHT-U,SPR-246 (a), SPR-246 (b),SPR-247 (a), SPR-247 (b), SPR-248 (a), SPR-248 (b), SPR-249 (a), SPR-249 (b), SPR- 250 (a), SPR-250 (b), SPR-250G-WHT-D, SPR-25OG-WHT-1, SPR-250G-WHT-U, SPR-251 (b), SPR-252 (b), SPR-253 (b),SPR-254 o (b), SPR-255G-WHT-D, SPR-255G-WHT-I, SPR-255G-WHT-U, SPR-26OG-WHT-D, SPR-260G-WHT-I,SPR-260G-WHT-U,SPR-265G- WHT-D, SPR-26SG-WHT-I, SPR-265G-WHT-U, SPR-270G-WHT-D, SPR-270G-WHT-1, SPR-270G-WHT-U,SPR-275G-WHT-D, SPR- 275G-WHT-I, SPR-275G-WHT-U, SPR-280 (a), SPR-285 (a), SPR-290 (a), SPR-293 (a), SPR-294 (a), SPR-295 (a), SPR-296 (a), ° SPR-297 (a), SPR-298 (a), SPR-299 (a), SPR-300 (a), SPR-301 (a), SPR-302 (a), SPR-303 (a),SPR-304 (a), SPR-305 (a), SPR- c 308 (a), SPR-309 (a),SPR-310 (a), SPR-311 (a), SPR-311 (b), SPR-312 (a), SPR-312 (b), SPR-313 (a), SPR-313 (b),SPR-314 < c-�cc : coo cc (a), SPR-314 (b), SPR-315 (a), SPR-315 (b), SPR-316 (a), SPR-316 (b), SPR-317 (a), SPR-317 (b),SPR-318 (a),SPR-318 (b), , „�. L coo c° SPR-319 (a), SPR-319 (b), SPR-320 (a), SPR-320 (b), SPR-321 (a), SPR-321 (b), SPR-322 (b),SPR-323 (a), SPR-323 (b), SPR- f , , ,,r ° ,� 324 (a), SPR-324 (b), SPR-325 (a), SPR-325 (b), SPR-326 (a), SPR-326 (b), SPR-327 (a), SPR-327 (b), SPR-328 (a),SPR-326 coo, , ,. g c00 (b), SPR-329 (a), SPR-329 (b), SPR-330 (a), SPR-330 (b), SPR-331 (a), SPR-331 (b), SPR-332 (a), SPR-332 (b),SPR-333 (a), ° SPR-333 (b), SPR-334 (a), SPR-334 (b), SPR-335 (a), SPR-335 (b), SPR-336 (a), SPR-336 (b), SPR-337 (a),SPR-337 (b),SPR- , , 00 ,00 338 (a),SPR-338 (b), SPR-339 (a), SPR-339 (b), SPR-340 (a), SPR-340 (b), SPR-341 (a), SPR-341 (b), SPR-342 (a), SPR-342 , coo c o (b), SPR-343 (a), SPR-343 (b), SPR-344 (a), SPR-344 (b), SPR-345 (a), SPR-345 (b), SPR-375 (a), SPR-380 (a), SPR-362 (a), 0000 SPR-385 (a), SPR-388 (a),SPR-390 (a), SPR-392 (a), SPR-395 (a), SPR-398 (a), SPR-400 (a), SPR-402 (a), SPR-405 (a), SPR- f <.< c , 00100 408 (a), SPR-410 (a), SPR-412 (a), SPR-413 (a), SPR-414 (a),.SPR-415 (a), SPR-416 (a), SPR-417 (a), SPR-418 (a),SPR-419 c f. c c ` C.f C 1C(.L ' °g° (a), SPR-420 (a), SPR-421 (a), SPR-422 (a), SPR-423 (a),SPR-424 (a), SPR-425 (a), SPR-426 (a), SPR-427 (a),SPR-428 (a), ,.,SPR-429 (a), SPR-430 (a), SPR-431 (a), SPR-432 (a), SPR-433 (a), SPR-434 (a), SPR-435 (a), SPR-435 (b), SPR-436 (a), SPR- 0000 436 (b), SPR-437 (a), SPR-437 (b), SPR-438 (a), SPR-438 (b), SPR-439 (a), SPR-439 (b), SPR-440 (a), SPR-440 (b), SPR-441 """ i -0 00 (b), SPR-442 (b), SPR-443 (b),SPR-444 (b), SPR-445 (b), SPR-446 (b), SPR-447 (b), SPR-448 (b), SPR-449 (b), SPR-450 (b) r. o00 00 0 0 aoc co a followed b -CO YY represents 18, 19, 20 or 21 and XXX is any number from 440 to 375 or 335 to 280 or 250 to 225 and may o c 0 be followed by-COM antl/or-BLK. oo r; SPR-XYY-XXX, where YY represents 18, 19, 20 or21 and XXX is any numberfrom 450 to 435 or345 to 311 or254 to 233 and may be followed by-COM and/or-BLK. (a) - Followed by E or NE, may be followed by-BLK or-WHT,followed by-0, -I, or-U. (b) - Followed by 3, N3, NX or X, may be followed by-BLK or-WHT,followed by-D, -1, -or-U. Last Updated on 2013-04-29 -Questions? Print this pane Terns of Use Pace Too y {j ©2013 UL LLC F N When the Leaf Mark is on the product, or Men word "Environment" is included in the UL Mark, please search the UL Environmentnt database for additional information regarding this product's certification. InS L ) The ap pearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product. le UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. 4Al o0 e Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, o without any manipulation of the data (or drawings). 2.The statement"Reprinted from the Online Certifications Directory vdth permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright cz o Q notice in the following form cp at: " 2013 UL LLC". file.f//CIACADRAWINGS/SOLAIREIADOBE 'PEGFI[,E IGU. � l C:\ACA DRAWINGS\SOLAIRE\Plans tcor Permit urrenz f�tR � �&INV. LISTING.dwg,7/16/2013 3:9903 P , DWG To PDF.pc3