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PMT16-02156 City of Menifee Permit No.: PMT16-02156 29714 HAUN RD. Type: Residential Electrical �AACCELAI MENIFEE,CA 92586 MENIFEE Date Issued: 07/19/2016 PERMIT Site Address: 31323 SHADOW RIDGE DR, MENIFEE, Parcel Number: 372-240-004 CA 92584 Construction Cost: $16,677.10 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR PV SYSTEM 17 PANELS, 17 MICROINVERTERS 5.559 KW Work: Owner Contractor NEIL WORTHINGTON PRECIS DEVELOPMENT INC 31323 SHADOW RIDGE DR 36625 KEVIN ROAD STE 147 MENIFEE,CA 92584 WILDOMAR,CA 92595 Applicant Phone:9516969400 AARON BADILLO License Number: 952305 PRECIS DEVELOPMENT INC 36625 KEVIN ROAD STE 147 WILDOMAR,CA 92595 Fee Description Q_yt Amount ISI 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 3.00 General Plan Maintenance Fee-Electrical 1 12.60 $463.10 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. Akilldg_Pennit_Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or Improves thereon,and who contracts forthe projects with a licensed contractor(s)pursuant to the Contractors State License Law). 1 hereby affirm under penalty of perjury that I am under provisions of Chapter9(commencing with section 7000)of Division 3 of the Business and ❑I am exempt from licensure underthe Contractors State License Law for Professions Code and my license is in full force and effect. the following reason: License Class C-I% d Sigf License No. ( �Z� By my signature below I acknowledge that,except for my personal residence Expires nature `��_ in which 1 must have resided for at least one year prior to completion of improvements covered by this permit.I cannot legally sell a structure that 1 WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by D I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have and will maintain a certificate of consent of self-insure for workers 7044 of the Business and Professions Code,is available upon request when compensation,Issued by the Director of Industrial Relations as provided for this application is submitted or at the following website: by Section 3700 of the Labor Code,for the performance of work for which www.leeinfo.ca.eov/calaw.html. this permit is issued. Policy# Date PROPERTY OWNER OR AUTHORIZED AGENT .Oave and will maintain workers compensation insurance,as required by section 3700 of the Labor Code,for the performance of the work for which ❑By my signature below I certify to each of the followmil:I am the property this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this number are: application and the information I have provided is correct.I agree to comply Carrier If Sb M n E) with all applicable city and county ordinances and state laws relating to �n building construction.l authorize representatives of this city or county to Policy#I N 4—S I- Expires ZC I L-7 enter the above identified property for inspection purposes. (This section need not to be completed is the permit is for one-hundred Date dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT D I certify that in the performance of the work for which this permit is issued, I shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE# workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the workers compensation provisions of Section 3700 of the Labor Code,I shall forthwith comply with those provisions. Will the applicant or future building occupant handle hazardous material or Applicant Date mixture containing a hazardous material equal to or greater that the amounts specified an the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS ❑Yes t0o UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist IN SECHON 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelin s CONSTRUCTION LENDING AGENCY aYes Ip I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the lending agency for the performance of the work which this permit is issued outer bound ry of a school? (Section 3097 Civil Code) D Yes OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD permitting checklist.I understand my requirements under the State of I hereby affirm under penalty of perjury that I am exempt from the California Health&Safety Code,Section 25505 and 25534 concerning Contractors License Law for the reason(s)indicated below by the haz dous material reporting. m I/ checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 es ❑No Business and Professions Code).Any city or county that requires a permit to Date Lb construct,alter,improve,demolish or repair any structure,prior to its PROPERTY O�OR AUTHORIZED AGENT issuance,also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING IRRP) License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978 and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property than($500). managers who do the paint-disturbing work themselves or through their D 1,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.epa.aav/lead or contact the National Lead Information Center at not Intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323). Code;The Contractors State License Law does not apply to an owner of a D An EPA Lead-Safe Certified Renovator will be responsible for this project property who,through employees or personal effort,builds or improves the property provided that the improvements are not Intended or offered for Certified Firm Name: sale.If,however,the building or improvement is sold within one year of Firm Certification No.: completion,the Owner-Builder will have the burden of proving that it was not built or improved for the purpose of sale. ❑No EPA Lead-Safe Certified Firm is required for this project because: D I,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RAP Acknowledgement. EsGil Corporation In Partnership with Government for Buifding Safety DATE: 07/14/16 ❑ APPLICANT Ja'JURIS. JURISDICTION: City of Menifee ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: PMT16-02156 SET: I PROJECT ADDRESS: 31323 Shadow Ridge Dr. PROJECT NAME: NEIL WORTHINGTON 17 @ 327 Watts Micro-inverters 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: (by:�J K) Fax #: Mail Telephone Fax In Person E-mail: ❑ REMARKS: By: Sergio Azuela Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ PC 07/12 9320 Chesapeake Drive, Suite 208 ♦ San Diego,California 92123 ♦ (858) 560-1468 ♦ Fax(858)560-1576 City of Menifee PMT16-02156 07/14/16 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-02156 PREPARED BY: Sergio Azuela DATE: 07/14/16 BUILDING ADDRESS: 31323 Shadow Ridge Dr. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code mnf IManual Input Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: ❑ Complete Review ❑ Structural Only ❑Repetitive Fee ❑ Other Repeats 1.5 Hrs. @ EsG11 Fee $105.00 $157.50 ' Based on hourly rate Comments: 1 1/2 hours plan review. Sheet 1 of 1 macvalue.doc+ Precis Solar Technology Fort'« Environment STRUCTURAL CALCULATIONS 5.559 kW ROOF MOUNT SOLAR PV SYSTEM City of Menifee Building & Safety Dept. Project: JUL 11 2016 THE WORTHINGTON RESIDENCE Received 31323 SHADOW RIDGE DR MENIFEE, CA 92584 Prepared By: RJG Consulting Services 17 Ponte Loren Lake Elsinore, CA 92532 PH: 951-265-1632 //�OQttl)F N 1 � SE 0 C 33038 Richard J. Godina, PE srq� CIVIL FOFCALW_ Date: 7/10/2016 1 certify that this existing structure is code compliant and able to withstand the loads of the proposed PV system installation. Worthington Report 7/10/2016 Page 2 of 6 Prepared By: RG TABLE OF CONTENTS 1. DESIGN CRITERIA/SOLAR PV SYSTEM & RACK DEAD LOAD DETERMINATION 2. DESIGN LOAD DETERMINATION 3. SEISMIC LOAD CALCULATIONS PER 2013 CBC (ASCE 7-10) 4. WIND LOAD CALCULATION FOR PARTIALLY/FULLY ENCLOSED STRUCTURES APPENDIX: • GOOGLE EARTH IMAGE 1. DESIGN CRITERIA: • 2013 CBC • ROOF DEAD LOAD = 20 PSF (See Pg. 3) • ROOF LIVE LOAD = 20 PSF • BASIC WIND LOAD = 110 MPH, Vult = 85 MPH,50 Yr. M.R.I. • EXPOSURE CATEGORY C • PANELS: o Module Make & Model: Sun Power 327 o Panel Configuration: 4 Rows in Portrait o Quantity: 17 Total o L(Length of Panels): 5.12 ft o W (Width of Panel): 3.43 ft o A (Area of Ea. Module) 17.56 sf o Wp (Weight Per Panel) 41.0 Ibs • RAILS: o Module Make & Model: Unirac 0.81 PLT ti, d o Wr(Wt. of Aluminum Rail) : 0.3 psf f s • MOUNTING HARDWARE: o Make & Model: QuickScrews Model No. STRH90 o Wm (Wt. of Hardware) : 2.52 Ibs hardware per module • SYSTEM GEOMETRY: See Plans for Layout s a Worthington Report 7/10/2016 Page 3 of 6 Prepared By: RG 2. DESIGN LOADS: * The drawings, calculations, specifications, and reproductions are instruments of service to be used only for the specific project covered by agreement and cover sheet. ANY OTHER USE IS SOLELY PROHIBITED. * The structural calculations included here are for the analysis and design of the Roof Mount Solar PV System attachment mechanism system. * All changes made to the subject project shall be submitted to PRECIS SOLAR in writing for review and comments. The structural details in these calculations emphasize engineering aspects of the design. DESIGN LOADS EXISTING ROOF LOADS: FLOOR LOADS: Slope = 4/12 LIVE LOAD = 20.0 PSF LIVE LOAD = 0.0 PSF 1. Concrete Tiles = 10.0 PSF 1. 1-1/8"T&G Plywood = 0.0 PSF 2. 1/2" Plywood Sheathing = 2.5 PSF 2.Trusses = 0.0 PSF 3. Framing = 3.0 PSF 3. Insulation = 0.0 PSF 4. Insulation = 1.0 PSF 4. Carpet/Lino, etc. = 0.0 PSF 5. Gyp. Brd. = 2.5 PSF 5. Misc. = 0.0 PSF 6. Misc. = 1.0 PSF 6. 7. 7. Dead Load = 20.0 PSF Dead Load = 0.0 PSF TOTAL LOAD = 40.0 PSF TOTAL LOAD = 0.0 PSF AREA OF ROOF: = 0,962 SF AREA OF FLOOR: = 0 SF AREA OF ARRAY: =299 SF EXTERIOR WALLS: PROJECT NAME: THE WORTHINGTON 1. 3-Coat Stucco = 14.7 PSF RESIDENCE 2. 1-Coat Stucco = 9.4 PSF PROJECT LOCATION: 31323 SHADOW RIDGE DR 3. Wood Siding = 7.0 PSF MENIFEE,CA 92584 DIAPHRAGM WIDTH: "W" = 37 FT COORDINATES: Latitude: 33.665575 Longitude: -117.157863 REVISIONS: A Date B Date Worthington Report 7/10/2016 Page 4 of 6 Prepared By: RG 3. SEISMIC LOAD CALCULATIONS PER 2013 CBC (ASCE7-10) IBC2012 (1613). ASCE 7-10 CHAPTER 11, 12, 13 SEISMIC DESIGN CRITERIA Response Spectral Acc. (0.2 sec) Ss= 150.00%g = 1.500g Figure 22-1 through 22-14 RP-- 'oectral Acc.( 1.0 sec) S1= 60.00%g = 0.600g Figure 22-1 through 22-14 Site Class Table 20-3-1, Default= D Site Coefficient Fa= 1.000 Table 11.4-1 Site Coefficient F = 1.500 Table 11.4-2 Max Considered Earthquake Acc. SMS= F,S, = 1.500 (11.4-1) Max Considered Earthquake Acc. SM1= F,,.St =0.900 (11.4-2) @ 5% Damped Design SDS = 2/3(SM5) = 1.000 (11.4-3) v Sol = 2/3(SMt) =0.600 (11.4-4) 13.3 SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS SOLAR PV ROOF LOAD: Fp= 0.4aPSDSWp(1+2z/h) (13.3-1) 1. Solar Modules = 2.4 PSF (Rp/lp) 2. Solar Rails = 0.3 PSF ap= 1 Rp= 6.5 (T-13.5-1 or 13.6-1) 3. Mounting Assbly. = 0.1 PSF Ip= 1.0 h = 22 ft (13.1.3) 4. Misc. z = 22 ft SDS= 1.000 5. Fp= 0.185 Wp Total Load = 2.7 PSF Max Fp= 1.65DSIPWp = 1.600Wp (13.3-2) Min Fp= 0.3SDSIPWP = 0.300Wp (13.3-3) 6. Area of Modules = 298.5 SF Fp= 0.300 Wp 7. Total Seismic WP 0,809 Ibs Fp= 242.7 LBS CHECK PER 2013 CBC SECTION 3404.4: CHECK PER 2013 CBC SECTION 3404.3: MASS OF EXISTING BUILDING(AFFECTED AREA): (w'x I' ) Roof Area = 962 SF x 20.00 PSF= 19,240 Ibs Roof DL= 19,240 Ibs (8'plate/2 x"W"x 2 ea)Walls Area= 296 SF x 14.70 PSF= 4,351 Ibs Roof LL= 19,240 Ibs (w'x I') Floor Area= 0 SF x 0.00 PSF= Wdl= 23,591 Ibs Wdl+WII= 38,480 Ibs WP= 8941b-a Wp= 809lbs Wproposed 24,4001bs Wproposed 39,2891bs Percent Increase = 3.43% </= 10% O.K. Percent Increase = 2.10% </= 5%O.K. woriningcon ttepori //1U/LU1b Page 5 of 6 Prepared By: RG 4. WIND LOAD CALCULATION FOR PARTIALLY/FULLY ENCLOSED STRUCTURES Input Variables Calculations and Values Required Variables Design wind pressures based upon: Mean roof height,ft 22 ASCE 7-10 Chapters 26-30 wind loading Exposure category (CBC Sec. 1609.4.3) C Basic wind speed V it 110 Component and cladding elements Building Risk Factor (CBC Table 1604.5) II Wind pressure Pnet=XK,tlPn.t30 Roof shape pitched Roof slope (degrees) 23 Roofzone 1&2 Contiguous sq. feet of array 299 From Figure 30.5-1: Least width of the building 37 A = 1.29 Obstructed wind flow? TRUE From Section 26.8-1 at Mean Roof Height , h Kzt= 1.00 Local Topographical Features From Table 1604.5: (choose"standard"or refer to pictures right and below) 1= I I Type of hill None Hill height (h) (ft) Pnet30= -23.74 PSF (Zone 1 Interior Zones) Slope of hill (degrees) Pnet30= -33.42 PSF (Zone 2 End Zones) Horizontal distance from hilltop to house (x) Pnet30= -52.80 PSF (Zone 3 Corner Zones) Ht.from bottom of hill mean roof height (z) Design Wind Pressures Pne80= 11.63 PSF (Zones 1-3) P (Ibs. per sq. ft.) = Pnet Panels in Zone 1: Pu (uplift pressure) _ -23.74 PSF Per D-1: Roof Layout Drawing: Panels in Zone 2: Pu (uplift pressure) _ -33.42 PSF Panels in Zone 3: Pu (uplift pressure) _ -52.80 PSF Max Tributary Area Max Uplift Force on a Single Standoff Individual Rows in Portrait Pmax(Ibs.) =Amax*Pu SunEdison F265KyC P max= -545 LBS Pdmax= 190 LBS Amax (sq. ft.) = 0.5*L*X Factor of Safety= FI*D*NI/Pmax L(length of panel in ft. perp. to dir. of rail) 5.44 240 = FI (pullout capacity of lag(Ibs/inch)) X (distance between standoffs in ft.) 6.00 2.5 = D (minimum lag thread depth) Y (distance between standoffs in ft.) 4.00 2 = NI (number of lags per standoff) Amax= 16.32 3.52 = Factor of Safety OK Dead Load Calculations Point Load Calculations DL (Ibs/sq. ft.) _ (Mm+Mh)(L*W) Pl. (Ibs) =Amax*DL L (length of modules) 5.44 PL= 49 LBS OK W (width of modules) 3.25 Maximum resisting anchorage of 3-8d box toenails Mn (weight of modules) 42.54 =113#per rafter/truss tributary over 3 rafters Mh (weight of hardware per module) = 10.30 /trusses. Maximum = 339#+(2)365 (A35's)=1069 LBS DL= 2.99 Therefore: -545 LBS OK woriningtun .. PreparedPage 6 of 6 APPENDIX GOOGLE EARTH IMAGE v _ K, �- �lwwAlYarl..�l 11��1.•may "►� �31323 Shadow Ridge Dr � a � 1 Gw�lc 2dL(fl , '� NEIL WORTHINGTON City ofMenifee Building & Safety Dept. o PHOTOVOLTAIC INSTALLATION 5.559 kWpDC JUL 11 2016 N ° N m ccU O. _Zri o =<o Qm QN GENERAL NOTES: momY o m ) 0 N?0T Z 1.PHOTOVOLTAIC SOLAR MODULES UL 1703;INVERTERS:UL 1741,PHOTOVOLTAIC MODULES ARE TO BE CONSIDERED NON r-COMBUSTABLE. m = ci m�3rn U� 2.ALL EXTERIOR CONDUIT IS TO BE PAINTED TO MATCH THE BUILDING IN WHICH THE CONDUIT IS ATTACHED. 3.ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA BUILDING CODE(WHICH ADOPTS THE 2012 IBC AND 2012 CALIFORNIA AMENDMENTS),CALIFORNIA PLUMBING CODE,CALIFORNIA ELECTRICAL CODE(CEC ADOPTS THE 2011 NEC AND 2012 CALIFORNIA ADMENDMENTS),CALIFORNIA MECHANICAL CODE,CALIFORNIA FIRE CODE AND CALIFORNIA ENERGY CODE. -it 4.ALL MODULE AND RACKING GROUNDING LUGS SHALL BE UL 567 APPROVED(ILSCO GBL-4DBT) "1�y 5.NO SHEET METAL OR TECH SCREWS SHALL BE USED TO GROUND DISCONNECT ENCLOSURES WITH TIN-PLATED ALUMINUM LUGS;PROPER GROUNDING/GROUND BAR KITS WILL BE USED. 6.FERROUS METAL RACEWAYS ENCLOSING GEC CONDUCTORS SHALL BE ELECTRICALLY CONTINUOUS OR BONDED IN ACCORDANCE WITH ART 250.64(E). Digitally signed by I 7.LOCAL UTILITY PROVIDER SHALL BE NOTIFIED PRIOR TO USE AND ACTIVATION OF ANY SOLAR PHOTOVOLTAIC INSTALLIATION. Dlgl Digi a l .l. GDCI I Ila �1 8.APPLICATION FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE(95.7 CEC). Date: 20 1 6.07.1 O Ilk 9.THE PERMIT ISSUED SHALL BECOME INVALID UNLESS WORK AUTHORIZED IS COMMENCED WITH 180 DAYS,A SUCCESSFUL INSPECTION IS NOT OBTAINED WITHIN 180 DAYS,OR THE WORK IS SUSPENDED. 23:2 1:00-07'00' 10.SMOKE ALARMS TO BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH ROOM FOR SLEEPING PURPOSES,IN EACH STORY,INCLUDING BASEMENT CARBON MONOXIDE DETErTORS TO BE INSTALLED AS COMBINATION UNITS WITH SMOKE DETECTORS IN ALL REQUIRED LOCATIONS PER R315 CRC. epOFESS/0 - 11.THE BACKFED PV BREAKER(S)AT THE MAIN PANEL WILL BE INSTALLED AT THE OPPOSITE END OF THE BUS BAR FROM THE MAIN BREAKER AND A PERMANENT WARN" LABEL WITH THP FOLLOWING,. rtOVMFn An IACFNT TO THE PV ?4' 0 \ , BREAKER(S):"WARNING-PHOTOVOLTA/C CONNECTION.DO NOTRELOCATE THIS OVERCURRENTDEV/CE."(NEG 690.6487) hPA� 1/ iV4.w5038 > �^ ELECTRICAL NOTES: jrTt A ' 1.SOLAR INSTALLATION WILL ABIDE BY THE FOLLOWING:OCCUPANCY GROUP R3,CONTRUCTION TYPE VB. \ n 2.ALL DC WIRING WILL BE(DC UNDERGROUND CONDUCTOR=BLACK;DC UNDERGROUND CONDUCTOR=WHITE)WHERE METALIC CONDUIT CONTAINING DC CONDUCTORS IS USED INSIDE THE BUILDING,IT SHALL BE IDENTIFIED AS"CAUTION:HIGH VOLTAGE DC CIRCUIT' \' F O\ F CA EVERY 5 FEET. 3.#8 AWG SOLID BARE COPPER GROUND WILL BE USED AS AN EQUIPMENT GROUND TO CONNECT THE PV RACKING STRUCTURE WHEN NOT EXPOSED TO DAMAGE.IF EXPOSED TO DAMAGE,96 AWG WILL BE USED. 4.ALL DISCONNECT SWITCHES SHALL BE WIRED SUCH THAT THE LINE SIDE WILL HAVE LIVE CONDUCTORS WHEN THE SWITCH IS ON THE OPEN POSITION. O 'Lu 5.MARKING OF THE"PV SYSTEM DISCONNECT"SHALL BE IN ACCORDANCE WITH 690.17.MARKING OF THE"DC PV POWER SOURCE"SHALL BE IN ACCORDANCE WITH NEC 690.53.MARKING OF THE"INTERACTIVE SYSTEM POINT OF CONNECTION"SHALL BE IN ACCORDANCE �- WITHNEC690.54. Of LU 6.ALL EXTERIOR CONDUIT,FITTINGS AND BOXES SHALL BE RAIN TIGHT AND APPROVED FOR USE IN A WET LOCATION. V W YY 7.PV EQUIPTMENT,SYSTEMS AND ALL ASSOCIATED WIRING AND INTERCONNECTIONS SHALL ONLY BE INSTALLED BY QUALIFIED PERSONS NEC 690.4E J Z 00 Lu a W LID B.PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE IDENTIFIED AND GROUPED.THE MEANS OF IDENTIFICATION SHALL BE PERMITTED BY SEPARATE COLOR CODING,MARKING TAPE,TAGGING OR OTHER APPROVED MEANS NEC 690.4B Z = 2 2 N IN� 9.DC CONDUCTORS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE RIDGE OR HIP OR VALLEY CRC R331.3 fA W LL >N p Mof CUSTOMER: CONTRACTOR: PROJECT SCOPE: PLAN DIRECTORY: role: TITLE SH NEIL WORTHINGTON PRECIS SOLAR THE PROJECT CONSISTS OF: P,o,�la: 0 MM 31323 SHADOW RIDGE DRIVE 36625 KEVIN RD. STE. 147/48 SHEET# SHEET NAME MENIFEE, CA 92584 WILDOMAR, CA 92595 1. (17) SUNPOWER SPR-E20-327-C-AC Date im: 79a6169:51:27AIA 951-696-9400 SOLAR MODULES T-01 TITLE SHEET 951-532-1800 o6slcN 6r: CHRISTIAN HOPWOOD 2. (17) SUNPOWER SPR-E20-327-C-AC E-01 ELECTRICAL SINGLE LINE CHqp- Lic. No. 952305 MICRO INVERTERS MD-02 MOUNTING DETAILS Sheet: PV4111 SITE PLAN T-01 1.ATTACHMENT DETAIL 3. MODULE ATTACHMENT DETAIL v Lu m o ru 0 SOLAR PANEL ITEM rya U)m a SUNPOWER PART# 511505 K U 010 2.6"(65.SOm m) END CLAMP Z d'ED Z n N O j o Rz �Y-2.0*'(49m) ❑m CID =V 3" MIN 0 ROOF ...- . . . �1 y STANDARD WOOD ITEM # a CONSTRUCTION 2X4 6-0" MAX '.6"(dOmm) SUNPOWER PART# 5066058 TRUSSES e0 Z4"O.C. MID CLAMP *(5 Digitally signed ,.11<- by Richard J. a pROFJ ss'o O LAG INFO: Godina V o DEPTH:2.5" N Date:2016.07.10 /J �l a,R DIA: 5/16" \ m I:o.C33033 /m #PER STANDOFF: 2 213 N 23:20:20-071001 A ITEM # 5 �Tqr CI VI 1. es�P \\F OF—CA'Lx � FVT1340 1,8'(45mm) SUNPOWER PART# 506703 U FVT1065 --- END CAP z- — --- FVT1130 �t DAP2045 O ro r Q O I— � w N O , 0 0 > rn FVT1325 --I Z < w Q Lu _ U) W LL = cnw 2. RAIL AND STAND-OFF DETAIL ATTACHMENT NOTES Z Co Z 1.SIZED FOR WIND LOADS UP TO 110MPH O Cl) w -- - �ea,L 3.STANDARD WOOD CONSTRUCTION,21Q OR 2X4 FRAME 24" ' TO FORM ROOF,SHEATHED 1/2"PLYWOOD.UPPER SURFACE OF PLYWOOD FACED WITH FELT PAPER. TBa. MOUNTING SPLICE 4.ROOF MOUNTING SYSTEM TO BE ATTACHED TO 2X2 OR 2X4 DETAILS FRAMING AT 6'O.C.DEPENDING ON FRAME LOCATION. 1 ( [�, �� �� 5.LAG BOLTS ARE STAINLESS STEEL.(SEE ATTACHED CUT P Ofe 0011 fr SHEETS) r'��i �1.. 2 Dale Em : ]/=69:51:24AM 6.ROOF PENETRATIONS ARE SEALED WITH POLYURETHANE PU,L rcr'::: - SEALANT. DESIGN BY: 7.SEE ATTACHED MANUFACTURER SPEC'S FOR SPACING AND BOLT SIZE REQUIREMENTS. s«`w`MR Sheet: / FACE<crs eai. FACE8.ROOF TYPE:TILE/2 STORY ROOF TILT:23°AZIMUTH:180/270° �\ —�- 1 . Ea '� ( 40mm ) ? MD-02 (17) SUNPOWER SPR-E20-327-C-AC SOLAR MODULES v p (17) SUNPOWER SPR-E20-327-C-AC MICRO INVERTE pS F-N °o 8 m 3 �V Oo Z o xm Existing 200A(PANEL)x (3)CONDUCTORS ARE#10 AWG (3)CONDUCTORS ARE#10 AWG CONDUCTORS ARE#10 AWG Y F m 120%=240A TWHN-2 TWHN-2 SUNPOWER TRUNK CABLE IN Om uJo 200A(MAIN BREAKER)+ IN 314"EMT OR LARGER AND IN 314"EMT OR LARGER AND FREE AIR UNDER ARRAY N p K Z 30A(SOLAR)=230A GROUNDIS# AWG GROUND IS#lA AWG AND GROUNDS ARE#6 AWG x (i BARE COPPER m rn U n zonbBv (4)CONDUCTORS ARE#10 (12)SOLAR MODULES AWG TWHN-2 (� O IN 3W'EMT OR LARGER AND \ ' GROUND IS#1 AWG 0 oN SOLAR H TERMINATOR CAP ON CENTER m OFF END OF TRUNK CABLE 1 EXISTING 100A SOLAR LOAD CENTER (5)SOLAR MODULES w� GROUND SQAURED ROD 'IEA.15A BREAKER JUNCTION I PULL BOX tEA20ABREAKER PROPOSED 30A CIRCUIT P. BREAKER TO BE INSTALLED AT OPPOSITE END OF BUS BAR FROM —� ✓ l"' - C '' ' ( ' ' 30AAC DISCONNECT(S)SQUARE D. SIXAR C7 _ L� Ul0 MAIN BREAKER SWITCH NOT FUSIBLE.UL LISTED Moxrtoalxc TERMINATOR CAP ON � :a OR EQUAL END OF TRUNK CABLE �- 130o T ! NOTE:ASECOND AC DISCONNECT V' WILL BE ADDED IF INVERTER IS NOT 1XISA BREAKER MOUNTED WITHIN SIGHT OR ACCESS OF FIRST AC DISCONNECT. co PHOTOVOLTAIC SIGNAGE REQIREMENTS WIRE DERATE CALCULATIONS AND AMPACITY CALCULATIONS 1 7� Q N SIGNMNRKINGANDFORIAAT: J Z Q („) THEWMETERTOBE SUPPLIED 0 AND INSTALLED BY LOCAL UTILITY PHOTOVOLTAIC DICONNECi (1)WHITE LETTER NG ON RED BACKGROUND. W — x (IF REQUIRED) FORMUTY OPEMBONS IZIMMMUN LEiTERHDGM OF 39'CAPITAL LETTERS NEC 310.16 NEC 310.15(BIIZNA) DEBATED TOTAL LOAD = MU W (3)ARNL ORSIMILAR FONT,NON-BOLD. MAIN SERVICE (4)PLAQUE SHALL BE METAL OR PLASTIC,W RESISTANTWITH ENGRAVED TEMPIN TEMPATURE COND. WIRE 90CWIRE CONOUCTO FOR OR MACHINE PRINTED LETTERS INACOMRASTING COLOR TO THE PLAQUE DEG F: MULTIPLIER: #OF CCC: MULTIPLIER: GAUGE: AMPACITY: AMPACITY: EQUIPMENT: M Z METER ON AND BE REFLECTIVE. METER AO RATED MAXPOWER-POINI CURRENT:AMPS (5)PLAQUE SHALL BE ATTACHED TO THE EXTERIOR OF THE ENCLOSURE DISCONNECT RATED MAXPOWEAPOIM VOLTAGE:VOLTS FOR THE SERVICE DISCONNECT WITH POP-RIVETS,MACHINE SCREWS OR O co LII O O MAXI UM SYSTEM VOLTAGE:VOLTS OTHER FASTENERS ACCEPTABLE TO THE AW. 910PVWIRE: SHORTORCUITCUMENT:AMPS (6)ATTACHMENT METHODS MUST BE MADE WATERTIGHT AND THE ARRAYTO 110.0 0.82 FREE 1.00 #10 40.0 32.80 24.00 / INTEGRITY OF THE ENCLOSURE RATING MUST BE ADEQUATE J-BOX AIR OF If/ WARNING:ELECTRIC SHOCK HAARD1 ELECTRICAL SOLAR GROUND FAULT 151NgGTED NORMALLY #10 THWN-2: TKIe: GROUNDED CONDUCTORS MAY BE CANTON:PV UNDERGROUND AND ENERGIZED. WARNING: J-BOX TO 60.0 1.00 4 0.80 tk10 40.0 40.00 24.00 SINGLE LINE SYSTEM BREAKER WARNING NOTICE: PHOTOVOLTAIC POWER INV. IS BACKFED 1NI5 SERVICE METER IB ALSO SERVED PV SYSTEM 'NOTE:THIS LABEL IS TO SOURCE BY A PHOTOVOLTAIC SYSTEM COMBINER PANEL Pm1eG H: 0011 DO NOT ADD BE LOATED NEAR GAI STICKERS LOCATED EVERY 5 FEET ON DIREC70PY PLACNN LOADS CONDUIT,RACEWAYS,CABLES PV POWER MAX OIfTPIfT WARNING:ELECTRICAL SHOCK HAZARD. ASSEMBl1ES,AT iNiNSABOVE #B THWN-2: TO THIS PANEL INVERTER OD NOT TOUCH TEFMME TERMINALS DaUyrrre: TO2p169:5120 AAA NOMINALRATED ACVOLTAGE 26240 MRSVOLTS ANDIOR BELOW PENETRACOON5,ALL DL INVERTER RATED OPERATING CURRENT ZS AMPS ON BOTH THE MANE AND LOAD BIDES MAY COMBINERS AND JUNCTION BOXES TQ aC 80.0 1.00 3 1.00 #8 55.0 55.00 25.00 BE ENERGIZED IN THE OPEN POSITION. DISCO. DESIGN BY: WARNING PHOTOVOLTAIC CONNECTION.DO NOT RELOCATE TWS OVERGURI3EM DENCE SOLAR PANELS #6 THWN-2: Sheet: SATISFY 70s.12(�(7) ® AIC DISCO. 80.0 1.00 3 1.00 #8 65.0 55.00 25.00 0 SOLAR PANELS TO SERVICE [NOTE: IF THE PHOTOVOLTAIC DISCONNECT IS REMOTE AND NOT WITHIN COMBINER SIGHT FROM THE MAIN SERVICE DISCONNECT,THEN A DIRECTORY E-01 SHOWG THE LOCATIONS OF THE MSD AND THE PHOTOVOLTAIC DCDISCONNECT BDX SOLARPANELS DISCONNECT MUST BE INSTALLED AT THE MBP LOCATION. , Sun Power,`,' , 1 Residential 1 Module Series *T Design-Driven Advantages E #1 module aesthetics and efficiency' _ Unmatched module reliability2 SERIES No electrolytic capacitors 25-year Combined Power and Product Warranty Maximize Value for Roof Size system for roof,not for string inverter Optimize performance of each module Expand Deployment Options Complex roofs and partial shading Small systems System expandability Simplify& Speed Installation Factory-integrated microinverter Optimize System and Installation Efficiency Robust,double-locking AC connectors Design flexibility offsite and onsite SunPowereJ AC Modules,which include a factory-integrated SunPower No DC string sizing process microinverter,provide a revolutionary combination of high efficiency, Fewer installation steps than competing systems Intuitive commissioning high reliability,and module-level DC-to-AC power conversion.Designed Component of Complete System specifically for use with SunPower InvisiMount'"and SunPower Monitoring Built for use with SunPower"'InvisiMounf System,SunPower AC Modules enable rapid installation,best-in-class system and SunPower Monitoring System aesthetics,and intuitive visibility into system performance.All this comes with Superior system reliability and aesthetics the best Combined Power and Product Warranty. 0 City of Menifee Building & Safety Dept. JUL 11 2016 9 r 1/lllll Received c&s 'HlgheAofover3,200siliconsolarpar 1%Photon Module Survey,Feb.2014 sunpower.com 281 rank in"PV Module Durability Initiative Public Report"Fraunhofer CSE,Feb 060 201 a Flve our of the to eight largestmanufaaurem were tested.Campeau.Z. et al."SunPower Module Degradation Rate."SunPow white paper,Feb 2013. See war npowercorp.coMFacrsfor derails. D. SunPower®R , 1 Residential Module Model: E20-327-C-AC DC E!ecti ical Data Mechanical Data Solar Cells 96 Monocrystalline Maxeone'Gen III Nominal Power3 Pnom 327 W Front Glass High-transmission tempered glass with Power Tolerance Ptol +5/-0% anti-reflective(AR)coating Environmental Rating Outdoor Rated Avg.Power Efficiency' n 20.4% Frame Class 1 black anodized(highestAAMA rating) Temperature Coefficient(Power) P -0.38%/'C Weight 45.5 Ibs(20.6 kg) •Three bypass diodes Max.Recommended 13 in.(33 mm) Shade Tolerance •Integrated panel-level maximum Module Spacing power point tracking Tested Operating Conditions Operating Temp. -40°Fto+185-F(-41V Cto+85°q Output @240V(min./nom./max:) 211240264V Max.Ambient Temp. 133'F(56°C) Output @ 208 V(min./nom./max,) 183/208229 V Max.Load Wind:3000 Pa(62.6 psf.305.6 kg/m2)front&back Snow:6000 Pa(125.3 psf,611.7 kg/m°)front Operating.Frequency(minlnom./maxJ 59.3/60.0/60.5 Hz Impact Resistance 1 inch(25 mm)diameter hail at 52 mph(23 m/s) Output Power Factor(min.) 0.99 Warranties and Certifications AC Max.Continuous Output Current @ 240V 1.33 A 25-year limited power warranty AC Max.Continuous Output Current @ 208 V 1.54 A Warranties 25-year limited product warranty AC Max.Continuous Output Power 320 W DC/AC CE=01'rc'�U ciency 96.0% •UL 1741,including compliance with applicable require- ments of IEEE 1547 and IEEE 1547.1 cuit @ 240 V 12(single phase) Certifications •Alternating Current(AC)Module designation enables installation In accordance with NEC 690.6 cuit @ 2C8 V 10(two pole) •Type 2 Fire Rated Dimensions in,[mm) 61.34 I558 wyj 3 0.3] 9.3� 1.31 33.2 .81 46 4e'05�ndard Tex Conditions(1 DDO W/m°Irratliance,M11.5.259 C).NREL calibration standard:SOMS currenC fACCS FF and voltage. 413ased on average of measured puwer values during production. See wwwsunpoweccom/facts for more reference Infdrmatton.For more details,see extended datasheet www.sunpoweccon✓datasheets.Read safety and Installation Instructions before using this product. 02015 -hts Reserved.SUNPOWER,the SUN POWER CERTIFICATE OF COMPLIANCE Certificate Number 20150223-E466981 Report Reference E466981-20140903 Issue Date 2015-FEBRUARY-23 Issued to: SUNPOWER CORP 77 RIO ROBLES SAN JOSE CA 95134-1859 This is to certify that MOUNTING SYSTEMS, MOUNTING DEVICES, CLAMPING representative samples of DEVICES AND GROUND LUGS FOR USE WITH PHOTOVOLTAIC MODULES AND PANELS USL - InvisiMount Mounting and Bonding Systems for use with Photovoltaic Modules, consisting of the following components: L- Foot, Rail, Rail Splice, Mid Clamp, Ground Lug Assembly. These system components have also been evaluated for a Class A System Fire Classification for a steep-sloped roof with Type 2 modules. (See addendum page for additional information.) Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: UL Subject 2703, The Outline of Investigation for Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for use with Flat-Plate Photovoltaic Modules and Panels Additional Information: See the UL Online Certifications Directory at www.u1.com/database for additional information Only those products bearing the UL Listing Mark should be considered as being covered by UL's Listing and Follow-Up Service. The UL Listing Mark generally includes the following elements: the symbol UL in a circle: qt with the word "LISTED'; a control number(may be alphanumeric)assigned by UL; and the product category name (product identifier)as indicated in the appropriate UL Directory. Look for the UL Listing Mark on the product. NS��ey,��NaM Pmerimn Codification Programs UL_LC O MyInb,maal and LCtlpmm UrelnIR.,nmup UL Mark servims an pmvitletl on beM1aM of UL LLC JUL)orany.wrorbetl Ilunsae pIVL For gv®Ilona,phase mnmd a lod UL Cuabmer9anlu Rapivaenleliue et www.al.mMmntealua Page 1 of 2 CERTIFICATE OF COMPLIANCE Certificate Number 20150223-E466981 Report Reference E466981-20140903 Issue Date 2015-FEBRUARY-23 This is to certify that representative samples of the product as specified on this certificate were tested according to the current UL requirements. Additional Information: InvisiMount achieved a system fire classification 'A'for a steep-sloped roof when tested in combination with Sunpower Corp: Models SPR-XYY-###,where YY represents numbers 18, 19, 20 or 21, and ###represents any number from 365 to 310 and 274 to 233; SPR-EYY-###, where YY represents numbers 18, 19, 20 or 21, and ###represents any number from 345 to 285 and 250 to 225. All models identified must have the Gen 5 frame and have a Type 2 module characterization. The system fire test method was in accordance to Standard for Safety for Flat-Plate Photovoltaic Modules and Panels, UL 1703, 3rd Edition, dated May 20, 2014. 47 Wl Carney, Nop pmedl C flcatlpn prWranas UL LLC O My Inlpmullan end tlowmanWan imohrinp UL Mark mrviws mproddedprYetl on lakaMpt UL LLC(UL) m or any korizatl Iim n qunWm ns pl UL For ,pNaaa wnY[I a le[Y IIL Cuabmn9anlm Nepnae„YXre a1 wr.x.ul.roMwnYafua Page 2 of 2 � WE R' SUNPI' Safety and Installation Instructions United States and Canada This document applies to all SunPower modules listed in Table 1. This document includes references to SunPower E-Series, X-Series, and NE modules. These modules do not have grounding restrictions and all are compatible with high-efficiency transformerless inverters. Contents of this manual are subject to change without notice. For the latest US &Canada manual please refer to www.sunpower.com/PVlnstalIGuideUS SunPower Corporation www.sunpower.com Document 001-14158 Rev R P/N 100345 SU N P O W E RJ SUNPOWER CORPORATION Safety and Installation Instructions-Document 001-14158 Rev R • Do not stand on,drop,scratch,or allow objects to fall on modules as it may Safety and Installation Instructions damage and void the warranty. • Do not place anything on the modules,even for a moment because resulting (United States and Canada) residue may damage or stain the glass surface. 1.0 Introduction • If the front glass is broken,or the backsheet is torn,contact with any module surface or module frame can cause electric shock. This manual provides safety and installation instructions for UL Listed • Broken J-boxes or connectors are electrical hazards as well as laceration SunPower photovoltaic(PV)modules that have the UL logo on the hazards.Installers should remove any such module from the array and product label: contact SunPower for disposal instructions. • Do not install or handle the modules when they are wet or during periods of C us high wind. • SunPower recommends a conservative minimum cable bend radius of equal to or greater than 40 mm(1.5"). • Contact SunPower if maintenance Is necessary. IMPORTANTI Please read this manual in its entirety before • Save these instructions) installing,wiring,or using this product in any way.Failure to comply with these instructions will invalidate the SunPower Limited 2.1 Fire Rating Warranty for PV Modules. The module fire rating is Type 2 per UL3703,2013 edition and Class C per UL1703,2002 edition.Fire rating classification for any PV system using UL1703:2013 can only establish a fire rating in combination with the mounting 1.1 Disclaimer of Liability system ratings normally found in the mounting system installation instructions. The installation techniques,handling,and use of this product are beyond company control.Therefore,SunPower assumes no responsibility for loss, 3.0 Electrical Characteristics damage or expense resulting from Improper installation,handling,or use. Electrical characteristics of the modules are described in Table 1 below.Each 2.2 Underwriters Laboratories(UL)Listing information module contains three bypass diodes. For all modules,the maximum series fuse This product meets or exceeds the requirements set forth by UL 1703 and rating is 15A. ULC/DRD-C1703.01 for PV Modules.These Standards cover flat-plate PV modules and panels intended for installation on buildings or those intended to be Table 1:Electrical Characteristics' freestanding.To satisfy the Listing for this productthe modules must be mounted voltage Current Open Short Maximum with a rack or standoff structure.The Listing does not include integration Into a Rated at Rated at Rated [Ircuit Circuit system building surface because additional requirements may apply.This product is not Module Power power Power, voltage Current, Voltage UL Intended for use where artificially concentrated sunlight is applied to the moddle. (w) Vmpp(V) Impp(Aj Voc(v) Isc(A) Vmax IV) SPR-X21-345-COM 345 57.3 6.02 68.2 6.39 'ow 1.3 Limited Warranty SPR-X21-345 Wo Module limited warranties are described In full in the SunPower warranty SPR-X21-335 335 57.3 5.85 67.9 6.23 600 certificates obtainable atv Aw.sunaower.com.In summary,the Limited SPR-X21-335-BLK Warranties do not apply to any of the following: SPR-X10-327-COM 1000 Modules which in SunPower's absolute judgment have been subjected to misuse, SPR-X20-327 327 57.3 5.71 67.6 6.07 Sao abuse,neglect or accident;alteration;or Improper installation,application or SPR-X20-327-BLK 1 600 removal.This includes,but is not limited to,installation,application,or removal SPR-X21-255 255 418 5.95 51.0 6.30 600 by any party other than a SunPower authorized dealer;non-observance of SPR-X20.250-BLK 250 42.9 5.84 50.9 6.20 600 SunPower's installation,users and/or maintenance Instructions;repair or SPR-X21-245 245 42.8 5.72 50.8 6.08 son modifications by someone other than an approved service technician of SPR-X19-310 310 S7.3 5.41 67.2 5.82 Sao SunPower;power failure surges,lightning,flood,fire,accidental breakage,or SPR-X19-310-BLK other events beyond SunPower's control. SPR-X19-240-BU 240 42.8 5.61 50.6 5.98 600 SPR-E20-440-COM "a 72.9 6.04 86.5 6.5 low SPR-Ezo43S.COM 435 72.9 5.97 95.6 6.43 1000 2.0 Safety Precautions SPR-E19-410.COM 410 U.9 5.62 953 6.01 1000 Before installing this product,read all safety instructions in this document SPR-E20.327 327 54.7 5.98 64.8 6.46 600 SPR-UG-327-COM ION SPR-E19-320 320 54.7 S." 64.7 6.24 Goo DANGERI Module interconnection cables pass direct current(dc)and SPR-E19-315 315 54.7 5.76 Sties fi.14 600 are sources of voltage when the module is under load and when it is SPR-E19-310{OM 310 S4.7 5.67 64.4 fi.05 1000 exposed to light.Direct current can on;across gaps and may cause SPR-E18-295-00M 295 54.2 5.45 63.3 5.83 1000 injury or death if impraper connection or disconnection is made,•or SPR-E20-245 z45 bo.s b.o1 48.9 6.43 600 SPR-E19-235 235 40.5 5.80 48.4 fi.175 600 if contact is made with module leads that are frayed or torn.Do not SPR-230NE-8LK 230 40.5 sego 48.2 .15 600 connect or disconnect modules when a current source is energizing the conductors.Modules may contain high voltage when 3.1 Bypass Diodes interconnected with other modules. Bypass diodes are factory installed and are not user replaceable. The diode configuration for 96 cell modules Is 2 diodes for 2 strings of 24 cells in series,plus • All installations must be performed in compliance with the National Electrical one diode for a single string of 48 cells in series. For 128 cell modules,the Code(NEC)and any applicable local codes. configuration is 2 diodes installed for 2 strings of 32 cell in series,plus one diode • For Canadian jurisdictions,installations shall be in accordance with CSA C22.1, for a single string of 64 cells in series. The diodes are one of the following ratings; Safety Standard for Electrical Installations,Canadian Electrical Code,Part 1 1.Schottky type,15A,45 Peak Inverse Voltage(PIV)for 9E cell modules. • There are no user-serviceable parts within the module.Do not attempt to repair any part of the module. • Installation should be performed only b 1 For all models the Maximum System voltage for n h m,plestandaase is contact and p y y qualified personnel. maximum series fuse is 15A Far models not shown here,please contact SunPower technical support or visit www.sunoower.com.Electrical parameters are measured at Standard Test Conditions(ETC). 0 2015 SunPower CoMoation.All rights maimed.Specifiatiom included in th6 manual are subject to change wahout notice. page 12 SU N P O W E R® SUNPOWER CORPORATION Safety and Installation Instructions-Document 001-14158 Rev R 2.Schottky type,20A,45 PIV for 128 cell modules. 6)Other grounding methods may be used in conjunction with a module mounting 3.Schottky type,20A,100 PIV for 96 and 128 cell modules. system tested to UL2703. For these Installations,the SunPower module and frame style must be tested and part of the instructions for the listed 4.0 Electrical Connections mounting product. The SunPower module must be Installed in accordance with these instructions as well as the mounting system's listed Instructions. Modules may be connected in series or parallel to achieve the desired electrical output provided certain conditions are met. 7)SunPower 135-frame modules may be grounded through the use of an InvisiMount-mid clamp that bonds the module frame to the InvisiMourl SunPower recommends using the same brand/type of dc'home run'connector as rail. InvisiMounte'rail sections must be bonded and connected to a on the module it connects to.This helps Insure compatibility. grounding conductor using methods and materials specified in the InvlsiMount-manual. 4.1 Equipment Grounding To reduce the possibility of electrical shock,ground the frame of the module or When using methods 2,3,4,5 or tithe module mounting structure must be array per NEC before wiring the circuit.In orderto install in accordance with their grounded as per NEC 250.To ensure system safety and structural integrity,strict UL Listing,SunPower modules must be grounded using grounding hardware that adherence to application-specific SunPower documentation is required. meets requirements for grounding systems in UL467,UL 1703,or UL 1741;on anodized aluminum frames.SunPower recommends using one of the fallowing 4.2 System Grounding methods of grounding the module frame.In addition,to avoid corrosion due to Review the Table 2 below for the proper grounding techniques for the installation the use of dissimilar metals SunPower recommends stainless steel between of your particular SunPower modules. copper and aluminum. For the Generation 5(GS)frame,only methods 1 and 2 apply. Table 2:Module Grounding Key 1)Attach a lay-in lug(llsco GBL-4DBT,Bumdy CL50-DB-TorTyco Solklip 1954381- Module Model Grounding Key' 2)to one of the grounding holes on the module frame,and attach the SunPower E-Series,X-Series,and NE modules Legacy modules must be ground conductor to the lug.Use stainless steel hardware(bolt,washers, have no grounding restrictions: positively grounded: and nut).Use an external-tooth star washer between the lug and the SPR-EYY-ZZZ SPR-XYY-ZZ&8LK SPR-ZZZE-WHT-D module frame in order to pierce the anodizing and establish electrical SPR-EYY-ZZZ-BLK SPR-XYY-ZZZ-COM SPR-ZZZ-WHT-D contact with the aluminum frame.The assembly must end with a nut that's SPR-EYY-ZZZ-COM SPR-ZZZNE-BLK-D SPR-ZZZE-BLK-D torqued to 20-25 in-lb(for a#10-32 bolt).A lock washer or other locking SPR-XYY-ZZZ SPR-ZZZNE-WHT-D SPR-ZZZ-BLK-D mechanism is required to maintain tension between the bolt and the IMPORTANTI For optimal performance,SunPower modules listed above assembly.The conductor must be attached to the ground lug using the lug's as needing positive grounding must be configured as described.Failure to setscrew. Refer to NEC 690. comply with this requirement will reduce system performance and 2)SunPower modules may also be grounded through the use of SunPower IFF Invalidate SunPower's Umfted Power WarrpntylorPVModules. clips which are UL Listed(1703 and 1741).IFF clip torque value is 35-45 in- Ibs fora 1/4-20 or M6 bolt,but may be higher in specific applications. 5.0 Module Mounting When using IFF clips,the module mounting system must be grounded as per NEC 250. The SunPower Limited Warranty for PV Modules is contingent upon modules being mounted in accordance with the requirements described In this section. 3)SunPower modules may also be grounded through the use of an Everest Solar Systems Mid or End Clamp assembly.The assembly consists of a stainless 5.2 Site Considerations M-K2 slot nut,WEEB KMC grounding clip,Everest Solar aluminum End or SunPower modules should only be mounted in locations that meet the fallowing Mid clamp,stainless Me bolt and stainless Belleville lock washer. The WEEB requirements: is placed under the bottom edge of the module and the clamp is placed on the top edge of the module.The bolt captures the Bellville washer,the operating Temperature:All SunPower modules must only be mounted in clamp,the WEEB and the M-K2 nut and must be torqued to min.10.3 ft-Ibs. environments that ensure they will operate within the following temperatures: This method is valid when the modules are being secured to Everest Solar aluminum Dome DI000,Dome S3000 or Dome SD mounting components.A -40'C to+85°C SunPower IFF clip#509206 may be substituted for the actual Everest Mid Operating Temperature range -_4 Ft.+185°F Clamp itself,but only when the modules are being installed using SunPower's D10 or S10 product;with 72-and 96-cell modules only.The IFF Care should be taken to provide ventilation behind or underneath the modules, clip must be torqued to 35-45 in-Ibs.When the end clamp is used for especially in hot environments. securing the last module in a row,the last module must be separately grounded when servicing the adjacent module. Design Strength:SunPower modules are designed to meet a maximum positive Note:Method 4 is evaluated to UL 1703 by ETL.As such,the use of these devices (or up/dawn,e.g.wind)and negative(or downward,e.g.static or snow load) is not considered part of the UL Listing of these modules, design pressure described in the Table 3.Design strength of 2400Pa wind load corresponds approximately to a wind speed of 130 km/h(approximately±800 Pa, 4) If the Unirac SOLARMOUNT system is used for mounting the modules, per IEC reference)with a safety factor of 3 for gusty winds.Modules have also grounding is achieved using either a BURNDY Wiley WEEB-UMC or WEEB- been evaluated by UL for a maximum negative or positive design load of 30 psf. UGC-1 grounding clip in combination with Unintes Mid or End clamps and 1/4-20 bolt and Flanged nut,torqued to 120 in-Ibs. If the Solarmount-I Figure 1:Mounting locations for SunPower Modules shows where to mount to system Is used grounding is achieved with the UniRac UGC-2 grounding clips the module frame.Table 3 defines mounting options,attachment locations and in combination with UnlRaes Mid or End clamps and Sliders with a 1/4-20 resulting load rating achieved for each module configuration. bolt and flanged nut torqued to 120 in-Ibs. Note:Method 5 was evaluated to UL 2703 by TLIV. As such,the use of these devices is not considered part of the UL Listing of these modules. 5)SunPower modules may also be grounded using a WEEB-9.5NL ground clip in between the module and supporting structure.This combination is secured with a 1/4'stainless steel rivet or a 1/4-20 by 3/4"zinc-plated bolt with zinc-plated K-nut torqued to min.6 ft-Ibs to secure the module to minimum 12 ga.G90 coated steel orZ-puriln,either painted or unpainted.The WEEB- 9.SNL is for single use only. z YY is a number ranging from 18 to 24 and TZZ is panic]wattage. 0 20Z Suninower corporation.All rights reserved.spedfiatiom included In Nis manual are subject to change without notice. Page 13 SU N P O W E R® SUNPOWER CORPORATION Safety and Installation Instructions-Document 001-14158 Rev R Figure 1:Mounting locations for SunPower modules 1) Frame Holes;Secure the module to the structure using the factory Bl a "I mounting holes.Four 1/4"stainless steel bolts,with nuts,washers,and lock washers are recommended per module;tightened to a min.torque of 10 in- Its.Refer to Table 4 for the module dimensions and hole locations.This Ff ame H ale method has been certified by a third-party organization according to UL Mounting Locations Al 1703.For frame hole mounting,modules must be secured using the holes located at 322mm from the short end ofthe module for 72 and 96 cell —r —arV ---- - modules and 433mm from the end of the module for 128 cell modules.For ■1 i I ! carport installations the supporting structure has been pre-drilled.For 128 cell modules for carport assembly,modules must be secured using only the holes located 433mm from the ends of the module and hardware described above in Section 4.1,Item S. See Figure 2 for carport assembly details. 2) Clamps or Clips:Mount the module with the IFF clips on the longer sides of the module. The centerline of the clips must be 2-16"for G5 frame(6-15" for G3 frame)from the corner of the module.Ensure that the clamps are of Table 3:Mounting Configurations and Load Resistance sufficient strength to allow for the maximum design pressure of the Module Mounting configuration module.The IFF clip hardware must be tightened to a torque of35-45 in- Configuration (valid mounting location in mm) Load rating Its. Oasis Wind U & 3) End Mount:End mounting is the attachment of the shorter side of the Frame Pressure Center ( P module frame to a supporting rail using IFF clips tightened to a torque of type End clamp or Frame mount down)/SnOw 35.45 in-Ibs.The centerline of the clips must be 2-10"from the comer of Module (frame mount dip holes (down) For Uasis the module.The end-mounting rail and clips or clamps must be of sufficient size color) (Al) (Bl) (Cl) on strength to allow for the maximum design pressure of the module.Verify 300d00 4DOOPa/8000Pa this capacity before Installation. 72 cell GS(black) 4) Everest Solar Mounting System:An Everest Solar Mid or End Clamp can be 50-300 50-400 4000Pa/4000Pa used to secure the shorter ends of the module.When using Everest Solar 300-400 30001'a/6000Pa mounting hardware. The Everest Solar stainless M-K2 Slot nut is placed in 96 cell G5(black) the channel of the aluminum Dome D1000,Dome 51000 or Dome SD 50-400 50-400 3000Pa/3000Pa mounting component. The WEEK KMC grounding clip is placed under the 72 cell G3(black) 50-250 150-380 332 bottom edge of the module.The Mid or End clamp is placed over the top edge of the module frame and secured to the M-K2 slot nut using a stainless 96 cell G3(black) 150-380 332 24001'a/540OPa M8 bolt and stainless Belleville washer tightened to a min.of 10.3 ft-Ibs.A SunPower IFF clip#509206 may be substituted for the Everest Mid Clamp, 96 cell Any Silver 15D.380 332 but only when the modules are being installed using SunPower's D30 or SID product.Two clamps must be used on each of the shorter ends of the 128 cell Any 400-460 433 24001aa/240OPa module;on 72-and 96-cell modules mounted in landscape orientation only. 5) SunPower-specified or SunPower-supplied mounting systems:Mount 128 cell Any Center 215OPa/310OPa modules with strict adherence to SunPower documentation,using hardware systems supplied by or specified by SunPower. Excluded Operating Environments Certain operating environments are not recommended for SunPower modules, 5.3 Module Handling and are excluded from the SunPower Limited Warranty. Use gloves when handling modules.The module glass is sensitive to ails and abrasive surfaces,which may lead to scratches and irregular soiling.Do not place 5.2 Mounting Configurntlons modules such that the glass comes in contact with abrasive surfaces,and Modules Integrated into or mounted over a roofing system must be mounted minimize any contact with the glass in general.Do not place anything an the over a fire-resistant roof covering rated for the application.Modules may be modules,even for a moment. Remove any fingerprints by washing the module mounted at any angle,from horizontal to vertical.To reduce soiling,modules glass as described in Section 6.0 below. should be mounted at a minimum of 10 degrees. 6.0 Maintenance and Cleaning Residential(black)module frames have two profile types,G3 and G5.Commercial Trained SunPower dealer or trained SunPower support personnel should inspect (silver)module frames have permanently attached stacking pins.Mounting all modules annually for safe electrical connections,sound mechanical system hardware used with commercial modules must account for the presence connections,and freedom from corrosion. of these stacking pins.Mechanical specifications for modules are shown in Table 4' Periodic cleaning of module glass has resulted in improved performance levels, especially in regions with low levels of annual precipitation;therefore SunPower In order to prevent water from entering the junction box,which could present a recommends periodic cleaning of the modules. safety hazard,modules should be oriented with the junction box in the uppermost position and not be mounted such that the cell faces downward(e.g. To clean a module,wash Its glass surface with potable,non-heated water. on a tracking structure that positions the modules with the junction box facing Normal water pressure is adequate,but pressurized water(up to 1500 psi)may skyward during sleep made)- be used.Some fingerprints,stains,or accumulations of dirt on the glass may be removed with over-the-counter glass cleaners(such as Windex'or equivalent),or For 128-cell modules a minimum of 4"of clearance between the module frames with a 3%soap-and-water solution.For smaller systems,wet the module glass and the structure(or grade)is required;for all other modules a minimum of 1.5" with the solution,let it stand for five minutes,and then wet them again and use a of clearance is required. soft sponge or seamless cloth to wipe the glass surface in a circular motion.For large systems,wet the modules with the cleaning solution,let them stand for five The module is only UL Listed for use when its factory frame is fully intact. Do not minutes,and then rinse them with high-pressure water or soft squeegee.Do remove or alter the module frame,and do not create additional mounting holes not use harsh industrial-strength cleaning materials such as scouring powder, because doing so may compromise the Integrity of the frame. steel wool,scrapers,blades,or other sharp instruments to clean the module glass.Use of such materials will void the product warranty. Modules may be mounted using the following methods only: 0 20is SunPower corporation.pa rights reserved.Sped6otions included in this manual are subject to change without notice. page 14 SU N P O W E R SUNPOWER CORPORATION Safety and Installation Instructions-Document 001-14158 Rev R Table 4: Module Frame Detail Platform Module mounting and ground hole detail Frame Profile RESIDENTIAL G3 FRAME ONLY 72 CELL MODULE FRAME DETAIL 96 CELL MODULE FRAME DETAIL SIDE FRAME PROFILE - -29Emm!31 Air! 4a 04.Bmm 1046mm[4).2' 1 1. hsM 0 C 1- 10 19in1 � �1002mm(39.din] a lo oles ; Oro n Has I 7%O 6 bm. 12X 0b.6mm F In 2 ] _-� [026in) Llww E E Mo nting Holm E sResidential — ` = I?k04hv - - E Modules E E vs 6 Gi?c.d _h IOX 04.2mm e—", END FRAME PROFILE — [O.ITin] G'O, Hulas IBOOk Yet[ I law• (Back Yl�gj -L 11 46mm yE [front Yiaw] 3°(Front View] McUwdl: �� t Fnl - Foam,Ro], 1 Location N RESIDENTIAL G5 FRAME ONLY • COMPATIBLE FRAME) 72 CELL MODULE(NO MOUNTING HOLES) 96 CELL MODULE(NO MOUNTING HOLES) SIDE FRAME PROFILE 79840mm 10<dmm ;(4snn lat.eaml�'{ I4L16n1--� I BX 04.•(nMl 9r^^ � m Uanl GROUUNDNDHatFS GROUND ND HO HOfE3 t Ej E-- Residential E n Modules A END FRAME PROFILE — jar loxrm 44, m {6111n1 i FOR •MMERCIAL(SILVER FRAME) MODULES ONLY, 96 CELL COMMERCIAL MODULE 228 CELL COMMERCIAL MODULE SIDE FRAME PROFILE ea0e.8mm lWanm(41.2n1-.. [-ltuanm[41.zn1 [0.19in] - -I002men[39.4in] di rain I m""Ig06 alem 4lnl D Hdn - a0a ;w, gD.l ew 12X 0 6 6mm- 4sa<.'x.H.nx 10.26t 1 Mounting Hots r $ o trxoemnHam 3 [7Hl 9.xim 10X 0 e.2mm e a _ ser+o wa § [O.1Tn] E E E gif••w'g a7IDnn Commercial Smund Ho. „ g m E il_ E axN Modules _ _g With Stacking Pins 4XO 6.1Umn - _ 10.24in] h „�,,,,Wt i END FRAME PROFILE Sl 10 9Pins (�ad[YxrJ s�7smw. f o cam 398mm _ s pvw UIM HB.Tn]- If7ont Vewl - - (Run`~ 3.Snm 10.I3in1 Method 1: Fmomnole tll W—OW WI 0 20ts sunPower Corporation.All rights reserved.Specifications included in th a manual are subject to change without nonce. Page 15 BURNDY® WEEB-BONDING JUMPER A The WEEB Bonding Jumper is used to create an electrical connection between two pieces of anodized aluminum, galvanized steel, or any electrically conductive metal which has been mechanically spliced. Long spans of mounting rails are sometimes constructed from two shorter rail sections. Manufacturers may recommend that a floating splice be used to allow for thermal expansion.A floating splice is rigidly attached to only one rail, and allows the rails to expand and contract in line with each other. In such cases, via NEC code, it is also necessary to make an electrical splice, which can be done with a WEEB Bonding Jumper. The Bonding Jumper is constructed of tin plated, braided copper wire with a WEEB attached at each end of the Jumper. The WEEBs provide a reliable, gas tight electrical connection, and the braided copper wire allows for thermal expansion. The examples below illustrate two ways to install the WEEB Bonding Jumper. Catalog Item# Length Hole Hardware Torque WEEB-BNDJMP6.7 30020147 9.0"overall, 1/4 inch hardware- 8.3"hole-to-hole on center 0.257" included unassembled WEEB-BNDJMP6.7AS 30020117 9.0"overall, 1/4 inch hardware- 8.3"hole-to-hole on center included assembled 10 ft. lbs. w/Penetrox-A WEEB-BNDJMP8.0 30020121 6.0"overall, M8 or 5/16 inch hardware- on threads 5.3"hole-to-hole on center 0.315" not included WEEB-BNDJMP8.2MS 30020122 10.0"overall, M8 or 5/16 inch hardware- 9.2"hole-to-hole on center not included Unirac SolarMount e SnapNRack Customer Service Department 7 Aviation Park Drive Londonderry, NH 03053 1-800-346-4175 Intertek 1-603-647-5299(International) 3098177 ©2012 BURNDY LLC www.we-lic.com HUBBELL iLeg =,7® BURNDY® WEEB-LUG The WEEB Lug consists of a WEEB (Washer, Electrical Equipment Bond), lay-in lug, and hardware. It is used with one solid or stranded copper wire (14AWG to 6AWG), or two copper wires (12AWG to 10AWG) to provide a continuous ground on roof or ground mounted solar systems. Unlike traditional lay-in lugs, the WEEB Lug does not require surface preparation on rail or module to install. The WEEB Lug is installed using stainless steel mounting hardware. When the hardware is tightened the WEEB's specialized teeth embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas tight electrical connection. The tin-plated Lug assures minimum contact resistance and protection against corrosion. Copper wire is clamped by a 1/4-28 stainless steel screw, which is horizontal to the tang for easy access when mounted under a PV module. The low profile of the WEEB Lug allows it to be installed in a variety of positions. Catalog Item # L x W x H Hole Hardware Torque WEEB-LUG-6.7 30020109 1.60"x 0.71"x 0.47" 1/4 inch hardware- included unassembled 0.266" WEEB-LUG-6.7AS 30020110 1.60"x 0.71"x 0.47" 1/4 inch hardware- 7 ft. lbs.for included assembled terminal screw WEEB-LUG-8.0 30020111 1.60"x 0.87"x 0.47" M8 or 5/16 inch hardware- 10 ft. lbs.for not included I mounting WEEB-LUG-8.210S 30020115 1.60"x 0.71"x 0.47" 0.323" M8 or 5/16 inch hardware- hardware not included w/Penetrox-A WEEB-LUG-15.8 30020112 1.60"x 0.71"x 0.47" M8 or 5/16 inch hardware- on threads not included Material: 304 stainless steel, tin-plated copper, outdoor rated Low profile design s---- - - Multiple equipment ground conductor allowance: One 14 AWG to 6 AWG or two 10 AWG, two 12 AWG • Listed to ANSI/UL 467 by Intertek ETL ago Customer Service Department 7 Aviation Park Drive Londonderry, NH 03053 1-800-346-4175 Intertek 1-603-647-5299 (International) 3098177 0 ©2012 BURNDY LLC www.we-lic.com HUBBELL appMED HQTEQDQLS a EMODaECG3DMSo 9G11Oo 980 415t Street Tel: (510) 420-8190 Oakland, CA 94608 FAX: (510) 420-8186 e-mail: info@appmateng.com December 9, 2013 Mr. Rick Gentry Project Number 113778C QUICKSCREWS INTERNATIONAL 5830 Las Positas Road Livermore, CA 94551 Subject: Adjustable Tile Roof Hook (Part# STRHADJ9038)Laboratory Load Testing Dear Mr. Gentry: As requested,Applied Materials &Engineering, Inc. (AME) has completed load-testing the adjustable tile roof hooks (see Appendix A, Figure 1). The purpose of our testing was to evaluate the tensile (uplift) and compression load capacity of the adjustable tile roof hook attached to a 2"x4" Douglas Fir Rafter using 2 -#14 x3" Hex washer T17 302 stainless steel Quickscrews installed at the farthest point. SAMPLE DESCRIPTION Mockup samples were delivered to our laboratory on November 13, 2013. Mockup configuration consisted of five 12" long rafters at 2.5"o.c., screwed to 3/4" Structural I plywood. The tile roof hook is attached through the plywood into a rafter with two fasteners. TEST PROCEDURES & RESULTS 1. Compressive Load Test A total of three tests were conducted for compressive load capacity on December 6, 2013 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a compressive load was applied to the hook. The samples were loaded in compression at a constant rate of axial deformation of 0.09 in. /min. without shock until the hook was completely bent; displacement at maximum load was recorded. Detailed results are provided in Table I. Test setup and typical hook bending at maximum load are provided in Appendix A. Based on the above testing,the average maximum compression load of the adjustable tile roof hook attached to a 2"x4" Douglas Fir rafter using#14 Quickscrew was determined to be 328 lbf. 2. Tensile (Uplift)Load Test A total of three tests were conducted for tensile load capacity on December 6, 2013 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a tensile load was applied to the hook. The samples were loaded in tension at a constant rate of axial deformation of 0.09 in. /min. without shock until the hook was bent and the bolt began to pull-out; displacement at maximum load was recorded. Detailed results are provided in Table 11. Pagel of 8 APPLIED MATERIALS A ENOINEERIN8, Ob6, Mr. Rick Gentry Project Number 113778C QUICKSCREWS INTERNATIONAL Adjustable Tile Roof Hook December 9, 2013 Test setup and typical hook bending at maximum load are provided in Appendix A. Based on the above testing,the average maximum tensile load of the adjustable tile hook attached to a 2"x4" Douglas Fir rafter using#14 Quickscrew was determined to be 1040 lbf. 3. Specific Gravity of Wood The average specific gravity and moisture content of the test rafter as per ASTM D2395, Method A (oven-dry) was determined to be 0.424 and 11.0 %, 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: ,�,-' anu.paefaiyaz Armen T j riai , Ph.D., P.E. Laboratory Manager Principal PpfESSto ti ND.ID m m s �,�gpltS *T CMS oQ?tee qTF OF CA��F Page 2 of 8 APPLIED HA4ERIALO A EN ONEE6 N9. INC. TABLE COMPRESSIVE LOAD TEST RESULTS ADJUSTABLE TILE ROOF HOOK(PART # STRHADJ9038) PROJECT NUMBER 113778C MAXIMUM DISPLACEMENT AT FAILURE SAMPLE ID COMPRESSIVE MAXIMUM LOAD MODE LOAD (lbl) (in.) C-1 327 2.1 Bent Hook C-2 328 2.3 Bent Hook C-3 329 2.1 Bent Hook AVERAGE 328 2.2 Page 3 of 8 APPLIED M ERIALS a INOINEERI e. INC. TABLE II TENSILE (UPLIFT) LOAD TEST RESULTS ADJUSTABLE TILE ROOF HOOK (PART # STRHADJ9038) PROJECT NUMBER 113778C MAXIMUM DISPLACEMENT AT FAILURE SAMPLE ID TENSILE MAXIMUM LOAD MODE LOAD (Ib1) (in.) T-2 1050 5.5 Lag Bolt Pull-Out T-3 1132 5.9 Lag Bolt Pull-Out T-4 937 5.2 Lag Bolt Pull-Out AVERAGE 1040 5.5 Page 4 of 8 QPPU DD HATE VA LB A EMOIMEERIN, M. APPENDIX A Page 5 of 8 APPLIED MATERIALS&ENSINEERING, INQ FIGURE 1 ADJUSTABLE TILE ROOF HOOK (PART # STRHADJ9038) PROJECT NUMBER 113778C to 4 Spanish & Flat Tile Roof Hook R \ Adjustable 900 38mm Tile Height Part # STRHADJ9038 12 per case Type 304 Stainless Steel —� 30 a5 O O 0�, O C c BI � l Page 6 of 8 APPLIED MATE RIM b EMOINEERINO, INC. FIGURE 2 ADJUSTABLE TILE ROOF HOOK(PART# STRHADJ9038) TEST SETUP PROJECT NUMBER 113778C Cc npression pli I Tile Hook ` t Figure 2a. Test Setup Figure 2b. Test Close-up Page 7 of 8 APPUED WATE ALB b ENOINEEMNO, W. FIGURE 3 ADJUSTABLE TILE ROOF HOOK(PART # STRHADJ9038) TYPICAL FAILURE MODE PROJECT NUMBER 113778C b. • • c • • • • • a Figure 3a. Compression Test Bolt Pull-out Figure 3b. Uplift Test Page 8 of 8 APPMED HATERAd8 A EMOI lEERINO, W. n ua it eROi IP fUInBnN'r SolarMount Technical Datasheet Pub 110818-1td V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer Bottom Up Clip material: One of the following extruded aluminum Bottom ut (hidden.see alloys: 6005-T5, 6105-T5, 6061-T6 Up Clip n� Ultimate tensile: 38ksi,Yield: 35 ksi j Finish: Clear Anodized • Bottom Up Clip weight: —0.031 Ibs (14g) Beam Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one Y4"-20 ASTM F593 bolt, one'/4"-20 ASTM F594 serrated flange nut, and one'/d'flat washer Use anti-seize and tighten to 10 ft-Ibs 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 Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, r — Ibs(N) Ibs(N) FS Ibs (N) m ''Z' Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 ' LJ Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 rw �X Sliding,Z± 66 (292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a • - • . . - oUNIRAC A HILn GROUP COMPAW SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 30210513,3021061) rra Bolt Mid clamp material: One of the following extruded aluminum Mid la a Nu alloys: 6005-T5,6105-T5, 6061-T6 Clamp Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 Ibs (23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac'/4"-20 T-bolt and one Y4"-20 ASTM F594 serrated flange nut Beam Use anti-seize and tighten to 10 ft-Ibs 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 ]AS accredited laboratory Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, — � ",A;>------ Ibs(N) Ibs(N) FS Ibs(N) 0ElTension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 - ,j Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 j -- --- Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 3D2009C,302009D,302010C,302011C,302012C End clamp material: One of the following extruded aluminum alloys: 6005-T5,6105-T5, 6061-T6 Olt Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized // End clamp weight:varies based on height: -0.058 Ibs(26g) end' Clamp Allowable and design loads are valid when components are Serrated / assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/4"-20 T-bolt and one 1/7-20 ASTM F594 Bea serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an]AS accredited laboratory A Modules must be installed at least 1.5 in from either end of a beam .x H IS Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, p Ibs(N) Ibs(N) FS Ibs(N) e) vAPtfS �TM Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 eLaouLE THIOtMIS Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions sped LA4we_s�_" d an U L I III 116FIIDPOWPI'-y SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • 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: varies based on height: —0.215 Ibs(98g) • Allowable and design loads are valid when components are Beii4 ( assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one ASTM F594'Wserrated flange nut Fla Use anti-seize and tighten to 30 ft-Ibs 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 Y results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff, lag screw,or other attachment method aui Applied Load Average Safety Design Resistance X(ROT F04 Direction Ultimate Allowable Load Factor, Load Factor, Ibs(N) Ibs (N) FS Ibs(N) m 'L 01 ! t Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707 (3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 a . . • - - - me® U N 11tAL ,,IIIII fiROIIP[WTIIpb SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in 0.676 1.059 Section Modulus(X-Axis) in' 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia (X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1.728 1 SLOT FOR T-BOLT OR Y4" HEX HEAD SCREW 1/"HEY,HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 7 2.500 BOTTOM CLIP T 3.000 1.316 SLOT FOR 3�" HEX BOLT SLOT FOR 1.385 HEX BOLT 3670 750 1.Z07 ►X wX SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted Inc STRU(TURALENGINEERS January 15, 2014 PRESS/O , yQ NNEi„ � y� 79c F�2C P Z w m z � No.S3878 �' Sn7UCTUPP� ��Q F>F OF CXL\F�- Attn.: Engineering Department, Re: Engineering Certification for UniRac's SolarMount Code-Compliant Installation Manual 227.3 PZSE, Inc.-Structural Engineers has reviewed UniRac's "SolarMount Code-Compliant Installation Manual 227.3 published October 2010 and specifically"Part 1. Procedure to Determine the Design Wind Load", and "Part II: Procedure to Select Rail Span and Rail Type". This letter certifies that the structural calculations contained within UniRac's "SolarMount Code- Compliant Installation Manual 227.3 published October 2010 are in compliance with the following Codes 1. 2012 International Building Code, by International Code Council, Inc. 2. 2013 California Building Code fay California Building Standards Commission 3. 2010Aluminum Design Manual, by The Aluminum Association If you have any questions on the above, do not hesitate to call. Sincerely, Paul Zacher, SE - President 8137 Sunset Avenue,Suite 120 * Fair Oaks,CA 95628 * 916.961.3960 * 916.961.3965 f * WWW.P S*..(ON SWITCH NOT FUSIBLE GD 240V 60A 2P NEMA3R ❑ SQUARE Ll by Schneider E i ec v i c List Price $353.00 LSD Availability Stock Item:This item is normally stocked in our distribution facility. _ems Technical Characteristics Number of Poles 2-Pole Terminal Type Lugs Type of Duty General Duty Maximum Voltage Rating 240VAC Wire Size #10 to#2 AWG(Al)-#14 to#2 AWG(Cu) Action Single Throw Ampere Rating 60A Approvals UL Listed File Number E2875 Enclosure Rating NEMA3R Enclosure Type Rainproof and Sleet/Ice proof(Indoor/Outdoor) Factory Installed Neutral No Disconnect Type Non-Fusible Mounting Type Surface Shipping and Ordering Category 00106-Safety Switch,General Duty,30-200 Amp,NEMA3R Discount Schedule DE1A GTIN 00785901491491 Package Quantity 1 Weight 4.7 lbs. Availability Code Stock Item:This item is normally stocked in our distribution facility. Retumability y Country of Origin MX As standards,specifications,and designs change from time to time, please ask for confirmation of the information given in this document. Generated.09/07/2012 11 07:32 02012 Schneider Electric.All rights reser Cved. Schneider Electric