Loading...
13-0250 (SOL)• P.O. BOX 1504 '000\ ^� 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253. BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 13-00000250 Owner: Property Address: 46282 ROUDEL LN GHANEM MALIKA APN: 600-041-025,- - - 46282 ROUDEL LN Application description: SOLAR LA QUINTA, CA 92253 Property Zoning: MEDIUM DENSITY RES Application valuation: 27993 Applicant: Architect or Engineer: Ca�'tMc�xsrt- - l�k LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: B C10 'C46 License No.: 910836 XDat-_V?0 nom,( Contractor: f`�/ r 0 V4 OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, 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 provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvement-§ are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion,. the owner -builder will have the burden of,proving that he or she did not build or improve for the purpose of sale.). ' (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Prore89iuiis Code: The Contractors' State License Law does not apply. to. an owner of property who builds or impioves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). - (_ 1 I am exempt under Sec. ,.B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Contractor: RENOVA ENERGY CORP 75181 MEDITERRANEAN. PALM DESERT,CA 9221 (760)568-3413 Lic. No.: 910836 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS {760) 777-7153 Date: 3/25/13 8 D MAR, 2', 2013 AVENUE 9 CITY OF LA QUINTA FINANCE DEPT. WORKER'S COMPENSATION DECLARATION hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate ofconsentto self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor T Code, for the performance ofthe work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 9024501-12 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 1 ' 3{700 of the Labor Code, '�Ishall •forthwith comply with those provisions. CDate:1(3 Applicant: eAoAbl \ WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN. SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. _ APPLICANT ACKNOWLEDGEMENT " IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject tn the conditions and restrictions set forth on this application. 1 - Each -person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to anypermit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the -above-mentioned property for inspection purposes. Date:3 Z 13 `rte Signature (Applicant or Agent): V OL4l Application Number . . . . 13-00000250 Permit SOLAR PERMIT " Additional desc . Permit Fee . . . . 22.50 Plan Check Fee 5.63 Issue Date Valuation 27993 Expiration Date 9/21/13 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 4.5000 EA SOLAR COLLECTOR < 1000 4.50 . 1.00 3.0000 EA SOLAR EQUIP MISCELLANEOUS, 3.00 Permit . . . ELEC-MISCELLANEOUS Additional desc . Permit Fee 30.00 Plan Check -Fee 7.50 Issue Date Valuation 0 Expiration Date 9/21/13 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 15.0000 EA ELEC PWR APP >10 TO <=50 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 11.4kW SOLAR ARRAY - (35) 327W SUNPOWER PANELS W/ (1) 10,000W SUNPOWER INVERTER [635SF] 2010 CALIFORNIA ELECTRICAL CODE'. March 25, 2013 2:56:52 PM AORTEGA -----------------_-_------------------------------------------- Other Fees . . . BLDG STDS ADMIN (SB1473) - 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 52.50 .00 .00 52.50 Plan Check Total 13.13 .00 .00 13.13 Other Fee Total. 2.00 .00 .00 2.00 Grand Total 67.63 .00 .00 67.63 L&ERMIT Bln.# Citjr. of La Quina Buildhy u Saky Division P.O. Box 1504,'78-495 Calle Tampfco Ea.Qufnta, CA 92253 -{760) 777-7012 Building Permit Application and Tracking Sheet Permit # V"? ProjectAddress:46282 Roudel Ln. Own er's Name: G hanem, Malika A. P. Number. Address:46282 Roudel Ln. Legal Description: city, sT, zip: La Quinta, CA 92253 contractor Renova Energy Corp. Telephone s'!:M Address: 75181 Mediterranean Ave Project Description: Residential Roof Mounted sour PV 11.445kW Dc city, ST, zip: Palm Desert, CA 92211 L1.q wv y Telephone: 760-568-3413 A a _�� ' City Lie'. #;104947 State Lic. # : 910836 Archy Engr., Designer: Address: City., ST, Zip: Telephone: Y h • State Lic. #: f yf' Name of Contact Person: Lea Waki - 760-568-3413. Construction Type:. occupancy: Residential. Project type (circle one): New Acd'n Alter Repair Demo Sq. Ft.: 3370 # Stories:1 # Univ: Telephone # of Contact Person: lea@renovasolar.com Estimated value of Project: $27,993. APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Recd TRACIONG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Ch ek Deposit. —^ Truss Cates. Called contact Person Plan Ch-ck Balance "'– Tide 24 Calci. Plans picked up Consum-don '�. "; o . 4* Flood plain plan Plans resubmitted.. Mechaatal --� Grading plan 2sd Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Pians picked up S.M.I. H.O.A. Approval Plans resubmitted Grading �— IN HOUSE.- '^` Review; ready for correctionsfissue Developer Impact Fee Planning Approval. Called Contact Person AXP—P.' Pub. Wks. Appr Date or permit issue 910 School Fees Total P-rmit Fees WORK TO BE PERFORMED ACCORDING TO TF E SOLAR SYSTEM SIZE: 11.445 kW DC FOLLOWING CODES: 2010 CEC, 2010 CBC & NEC 2008 CEC AC SYSTEM SIZE: 10.074 kW AC o nC N TQM V M NOTES:: a); ' c 1. THIS IS A 11.445 KW SOLAR ELECTRIC SYSTEM USING } W.C (35) SUNPOWER SPR-327NE-WHT-D (327 WATT) PHOTOVOLTAIC MODULES. ' 0o � S caoE"� 2. THIS SYSTEM IS GRID-INTERTIED VIA UL -LISTED POWER °" m Ix Lh 0- ! CONDITIONING INVERTER: (1) SUNPOWER SPR -10001f-240 ! ° 0 3. THIS SYSTEM HAS NO UPS, NO BATTERIES. U 4. THIS ISA ROOF MOUNTED SYSTEM, ADDING 2.68 LB/SQ FT. FOLLOWING THE ROOF SLOPE. ROOF IS SPANISH TILE (ROOF IS AT 15° PITCH). EXISTING METER # 1 134SR-1 02933 - PROPOSED BI-DIRECTIONAL METER t I� .5. THE SYSTEMS SQUARE FOOTAGE IS 635 FT 2. STRING 1-3 HAVE AN AZIMUTH 225A MAIN SERVICE mal I III 1114' OF 90° AND STRINGS 4-5 HAVE AN AZIMUTH OF 180°.r 120/240 VOLT s Rv Installation ., 6. MODULES ARE 0 DEGREES TILT ABOVE ROOF SLOPE. i3 �ey6b LOCATED ON NORTH EXTERIOR WALL Company CITY �LA QU I ITA 4 Renova Energy Corp. Caltornia-;2012 7. BUILDING IS (1) STORIES. 60 AMP AC DISCONNECT 8. LAG SCREWS 3/8" X AT O.C. BU I� LDI NG & SAFETY DEPT E PT SQUARE -D #DU222RB ARE 4" 48" MAX, WITH 2.5" INTO FRAMING. 120/240 VOLT - 9. MODULES WILL BE SECURED TO ROOFTOP USING QUICK MOUNT SPANISH �® �r-•, P O `t� E !' � 1 LOCATED IN GARAGE NOM Arirencan Board 01� ABC E TILE ROOF HOOKS. OR CONSTRUCTION SUNPOWER 10000 WATT INVERTER t-1 10. DESIGNED FOR BASIC WIND SPEED OF 100 MPH. SPR -100 - 0 120/2 OLT 11. VISIBLE EXPOSED CONDUIT SHALL BE PAINTED TO MATCH. WE" ade BY LOCATED IN GARAGE 12. MODULE DIMENSIONS ARE 41.2" X 61.4" `�. (♦iN1i W�if�1r► O�µr� s 13. PROPER CLEARANCES SHALL BE IN ACCORDANCE WITH ALL ADOPTED PROP RTY LINE CAL FIRE GUIDELINES. SIT YARD 14. SYSTEM INSTALLATION SHALL BE PER NEC 690 AND IS SUBJECT TO FIELD INSPECTION BY THE CITY. - DRIVEWAY co z 04 W J 1134711 STRING #1 Z L!J 50 KVA C -Phase J ® .I z ®-STRING #2 U Q 0 • High 7.2KV Low 120/240V _ (� ' h U w - STRING #3 ❑� lY mIL OLL �J a ` -STRING #4 C'J z J]G00 NmQ Q STRING #5 ' CHIMNEY a • 1�T 1V L.Lo DrawnBy: [NMI SOLAR MODULES 1111 �I C.L. Date Drawn: L SIDE YARD QROFES S/pN 2/20/13 PROPERTY LINE ��`�EY Revision No. Z i LU 0. 90 0 * 3 SCALE: 1 " = 20' sT9T oFcv Sheet No. I �_ S.1 (n ;oCD 0 v Project Nane CD y `° MALIK.1N G-IANEM in - N@ n mu o N o - _ 46282 ROUDEL LN w i LA QU NTA, CA 42253 W* 1 _ 36 - •Milt � y....�.Ai zy . .w A!C-- ,. �...� .� EF (n ;oCD 0 v Project Nane CD y `° MALIK.1N G-IANEM in - N@ n mu o N o - _ 46282 ROUDEL LN w i LA QU NTA, CA 42253 renova, Renove Energy Corp 75-181 bAedheirranean Ave. Palm Leser„ CA 92260 (7E 0)56E-3413 Contractc is l_ioense #910836 WARNING: 1P,3W CIRCUIT CODE: ELECTRIC SHOCK HAZARD. DO NOT TOUCH BACKGROUND TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN ,RED" AND a THE OPEN POSITION: "WHITE' OPERATING CURRENT: 29.9 Amps LETTERING. OPERATING VOLTAGE: 312.44 Volts "WHITE" MAXIMUM VOLTAGE: 481.5 Volts LETTERING. SHORT-CIRCUIT CURRENT: 32.3 Amps NOTE: MOUNT ON DC DISCONNECT 1P,3W CIRCUIT CODE: OF SPR -10001f INVERTER co 3.. BUS: 225 A BACKGROUND - THIS'PANEL IS FED BY TWO SOURCES: "RED" AND SOLAR PHOTOVOLTAIC SYSTEM ON PREMISES "WHITE" LETTERING. NOTE: MOUNT ON MAIN SERVICE PANEL COVER WARNING: THIS FACILITY IS EQUIPPED WITH A PHOTOVOLTAIC GENERATOR LOCATED ON THE ROOF AS SHOWN. THE SYSTEM MAY BE DISCONNECTED FROM THE FACILITY PER THE AC DISCONNECT AS SHOWN. SITE PLAN 225A MAIN PANEL 60 AMP AC DISCONNECT (INSIDE GARAGE) SUNPOWER 10000W INVERTER (INSIDE GARAGE) NOTE: MOUNT ON SERVICE PANEL PROJECT SIGNAGE ISCALE: I3 N/A WARNING: ELECTRIC SHOCK HAZARD. DO NOT TOUCH (ERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. MAX AC*OPERATING CURRENT: 41.65,Amps OPERATING AC VOLTAGE: 240 Volts NOTE: MOUNT ON AC DISCONNECT 3 WARNING: ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, THE NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED. NOTE: MOUNT ON INVERTER 3" WARNING T INVERTER CONNECTION DO NOT RELOCATE I THIS OVERCURRENT DEVICE. NOTE: MOUNT ON MAIN SERVICE PANEL AT SOLAR BREAKER W FPHOTOVOLTAIC DISCONNECT FOR UTILITY OPERATIONS NOTE: MOUNT ON DISCONNECTS AND AT SOLAR BREAKER 3„ PHOTOVOLTAIC DISCONNECT BREAKER LOCATED INSIDE NOTE: MOUNT ON MAIN SERVICE PANEL COVER W THE MAIN SERVICE BREAKER L HAS BEEN DOWN -SIZED TO 175 AMPS. NO UP-SIZING IS PERMITED NOTE: MOUNT ON MAIN PANEL AT MAIN BREAKER . 'ALL PLACARDS SHALL BE RED WITH WHITE LETTERING MATERIALS (35) SUNPOWER 327 WATT PHOTOVOLTAIC MODULES #SPR-327NE-WHT-D (1) SUNPOWER SPR -10001f - 9,995W; 240 VOLT (1) SQUARE -D AC DISCONNECT, 60A NON-FUSIBLE,2-POLE #DU222RB SOLAR PRODUCTION SUMMARY GROSS NAMEPLATE RATING (35 x 327/1000). 11.445 kW CEC-AC SYSTEM SIZE, 10.074 kW CITY OF L-A QUINTA. BUILDING 8 SAFETY DEPT P IF,y 0 V E D FOR CONSTRUCTION DATE BY. 22 23 24 25 26 27 28 29 30 33 34 35 N W E S . NOTES+ SOLARPRODUCTION STATS.SCALE. 2 I P.V. PLAN 5 CALL: PANEL: MAIN PANELVOLTAGE: 240/120 1P,3W CIRCUIT CODE: N: NON -CONTINUOUS " co BUS: 225 A L; LONG -CONTINUOUS C LOCATION: EXTERIOR NORTH GARAGE WALL N � LIJ J Q R: DEMANDABLE RECEPTACLES Q MOUNTING: FLUSH U K. KITCHEN A/C RATING: 10,000 (0 H VA LOAD o TYPE .C.B. BUS C.B. TYPE o VA LOAD U LOAD DESCRIPTION 0 0LOAD DESCRIPTION o A B 0 N R L TR P A B TR P L R N 0 A 8 U 1 4997.5 Sunpower SPR -10001f Inverter L 1 60 60 2x L 2 3 4997.5 L - x4— L 4 4997.5 4997.5 PHASE TOTALS PHASE TOTALS PHASE TOTALS A+B CONNECTED VA (CODE N): TOTAL PHASE A: 4997.5 CONNECTED VA (CODE L): 9995 TOTAL PHASE B: 4997.9 CONNECTED VA (CODE R): CONNECTED VA (CODE K): TOTAL CONNECTED KVA: 9.995 DEMAND KVA " EXISTING LOADS UNKNOWN ` TOTAL ADJUSTED KVA: 9.995 TOTAL PANEL AMPS: 41.65 AMPS W/L CL: 41.65 SAFEGUARDS * SOLAR BREAKER SHALL BE LISTED FOR USE IN EXISTING MAIN PANEL. ACCEPTED BREAKER MEASUREMENTS ARE EATON, SQUARE -D & GE. * ALL JUNCTION BOXES SHALL BE NEMA OUTDOOR/RAINTIGHT RATED * WILEY CABLE CLIPS SUPPORT SYSTEM * EMT CONDUIT WHERE EXPOSED / ALL METAL CONDUIT -NO SET SCREWS * WIND LOAD: BASIC WIND SPEED (3 -SECOND GUST, 100 MPH) * ALL EMT SHALL USE OUTDOOR COMPRESSION FITTINGS * WIND EXPOSURE C * SERIES CIRCUITS FUSED AT 20 AMPS DC * CONDUIT SUPPORT BY COOPER/BEELINE OR CADDY * ALL EQUIPMENT TO BE LABELED. * VISIBLE AND ACCESSIBLE * ADD COMBINER / JUNCTION BOX AS NEEDED * SOLARMOUNT RACKING SYSTEM, LAG * BLOCKING DIODE INTERNAL IN EACH MODULE BOLTED DIRECTLY INTO RAFTERS. *GROUND FAULT PROTECTION DEVICE BUILT INTERNALLY INTO SUNPOWER INVERTERS *MODULE GROUNDING PERFORMED WITH ILSCO GBL-4DB LUGS WITH #8 SOLID BARE COPPER AND WEEB CONNECTIONS. *ALL NEUTRAL TO GROUND CONNECTIONS ARE TO OCCUR IN MAIN PANEL LOCATION *1" EMT MINIMUM * JUNCTION BOX/ COMBINER BOX ENTRY TO BE COMPRESSION FITTING MAIN PANEL SCHEDULE NOTES 1. THE PV SOURCE CIRCUIT IS POSITIVELY GROUNDED. 2. WIRE AND SIZES ARE AS INDICATED OR LARGER. 3. ALL EQUIPMENT IS BONDED BY MECHANICAL MEANS OR BY A GROUNDING CONDUCTOR. 4. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE #8 AWG COPPER GROUND WIRE AND BONDED TO THE EXISTING GROUNDING ELECTRODE SYSTEM. ,e 5. CHANGES TO DESIGN NEED PRIOR ENGINEER APPROVAL. LALt: 4 N/A qe co a� > co CL Q� o rn V 0 0 r) 3k 0- rnt`UA c e�0 "O'' 1=� U CU (D L0 J W N to ^ L. > c ( Or O U cu LO d- 0 L0 �NA��EP� Ie[MM*4211112 so PV Installation Company Re -nova ,Energy Corp. 'California - 2012 s C-dfi.d Enemy Pmc tmer Date Drawn: 2/20/13 Revision No. 0 Sheet -o E.1 co C Z N � LIJ J Q Q 0 U = (0 H Z . N � E E J Q 00 N Cf 'o a` Drawn By: C. L. Date Drawn: 2/20/13 Revision No. 0 Sheet -o E.1 TO IID SOLAR ARRAY EXISTING225AMP MAIN SERVICE SUNPOWER 327 ai Cl) CO > E c N (35) 503KVA1C-Phase 240/120 VOLT, 2 -POLE o rn at WATT PHOTOVOLTAIC MODULES METER # 1 B4SR-102933 LOCATED ON NORTH EXTERIOR WALL High 7.2 kV U C #SPR-327NE-WHT-D (5 STRINGS OF 7 MODULES) (2) #6 THWN-2 PROPOSED BI-DIRECTIONAL Low 120/240 V i / > f6 a M rntU , (1) #6 THWN-2 NEUTRAL: METER # _ 00 c v J 1 DC DISCONNECT (1) #8 THWN-2 EGC FUSED AT 20 AMPS M w m ur --N + (1) #8 THWN-2 GEC c.2 0) CO O SUNPOWER 1" EMT `coo E v�. SPR -10001 f-240 DOWNSIZE EXISTING 2 5A MAIN 240 V, 2P � BREAKER.TO 200A MAI BREAKER '- - • - ,� Lo a ;r U SOLAR SOLAR BREAKER SUITABLE FOR DISCONNECTING oW (2) #6 THWN-2 MEANS PER NEC 690.14 AND 690.17 (1) #6 THWN-2 NEUTRAL BREAKER ^-' (1) #8 THWN-2 EGC 60 AMP NON -FUSIBLE N BAR (1) #8 THWN-2 GEC LOCATED IN AC DISCONNECT 1"EMT .. GARAGE SQUARE -D #DU222RB ` FaRol a R vi III 121 s 240V, 2P G BAR (10) #8 THWN-2 LOCATED IN GARAGE PV Installation (1) #8 THWN-2 EGC (2) #6 THWN-2 TO '� Company Re riova Energy Corp. 1 1 /4" EMT • • UFER+ 60 AMP 2 -POLE cabtornia -'.2012 GEC - ` GROUND SOLAR BREAKER ' ' ALL WIRING BETWEEN MODULES SHALL BE TYPE USE -2 OR PV -WIRE IF EXPOSED. ALL CONDUIT SHALL BE 1" EMT OR LARGER. NOM American Board c1 NABCE7 n ALL CONDUIT SHALL BE BONDED. CITY OF LA QUI NTA CITY ALL CONDUIT SHALL BE SUPPORTED BY RUBBER PYRAMID SUPPORTS. (1) #6 THWN-2 NEUTRA pp BUILDING & SAFETY DEPT STEEL CITY 6"X6"X4" (OR LARGER) OUTDOOR JUNCTION BOXES SHALL BE USED AS NEEDED. ALL CONDUIT SHALL HAVE PLASTIC STRAIN RELIEF CONNECTORS TO PROTECT WIRES. �1W ; #8 THN-2 EGC � O *GEC CONNECTED TO MAIN PANEL GND FOR CONSTRUCTION *EMT ENTRY TO MAIN PANEL (2) #6 THWN-2 TO BE DETERMINED IN FIELD (1) #6 THWN-2 NEUTRAL f DATE BY (1) #8 THWN-2 GEC (1) #8 THWN-2 EGC 1" EMT + SINGLE LINE DIAGRAM SCALE:M 'I - N/A N z DC CIRCUITS AC CIRCUITS Z _j Q LU V MODULES TO SUNPOWER 10000W INVERTER SUNPOWER 10000W INVERTER TO MAIN PANEL Q Q 5 STRINGS X 7 MODULES = 35 MODULES 9995W /.240 VOLT = 41.65A X 1.25[PER NEC 215.2(A)1] = 52.06 AMPS (60 AMP SOLAR BREAKER) MAX VOLTAGE DC = Voc + Temp Record Low°C T X # in = Q 0 O (MODULE ((25"C - [via www.solarabcs.org]) x coefV)) modules series Z MAX VOLTAGE DC= (64.9 +((25°C - 3°C) x .1766)) X 7 modules in series = 481.5 VOLTS AC CONDUIT SHALL BE MOUNTED INSIDE GARAGE Q _ 6.46 AMPS EACH CIRCUIT X 1.56[PER NEC 690.8] = 10.08 AMPS ENGINEERED FOR 90°C TEMP. RATING OF CONDUCTOR & 44°C AMBIENT TEMP. PER SOLARABCS.ORG Y N Z) FUSED AT 20 AMPS EACH CIRCUIT LOCATED AT INVERTER#6 WIRE = 75 AMPS X .82[PER NEC TABLE NEC TABLE 310.16 & PER NEC TABLE 690.31(c)] = 61.5 AMPS (NO JJJ DC CONDUIT SHALL BE MOUNTED 1/2" TO 91/2" ABOVE ROOFTOP SURFACE. AMPS X 1.0[CONDUIT FILL PER NEC TABLE310.15(B)(2)(a)] = 61,5 AMPS.> 52.06 AMPS = OK 6 ,61.5 ENGINEERED FOR 90°C TEMP. RATING OF CONDUCTOR & 44°C AMBIENT TEMP. PER SOLARABCS.ORG (3) #6 THWN-2 AWG WIRE, (2) #8 THWN-2 GROUND ° #8 WIRE = 55 AMPS X .58[PER NEC TABLE NEC TABLE 310.15(B)(2)(c) & PER NEC TABLE 690.31(c)] = 31.9 AMPS a 1" EMT @ 40% FILL PER NEC TABLE CA = (7) #6 THWN-2 WIRES = OK 31.9 AMPS X .50[CONDUIT FILL PER NEC TABLE 310.15(B)(2)(a)] = 15.95 AMPS > 9.94 AMPS = OK Drawn By: 5 STRINGS= (10) #8 THWN-2 AWG WIRE, (1) #8 THWN-2 GROUND C. L. 1-1/4 " EMT @ 40% -FILL PER NEC -TABLE C:1 = (16) #8 THWN-2 WIRES = OK QEtOFESS/p L �f� Date Drawn: MAIN PANEL BACKFEED CALCULATION 2/20/13 ����oP��EY 225 AMP MAIN SERVICE m Revision No. DOWNSIZE 225 AMP MAIN BREAKER TO 200 AMP MAIN BREAKER 0 �D . r 120% OF 225 AMP BUSS: ALLOWABLE BACKFED AMPS [PER NEC 690.64(6)(2)] = 270 AMPS * // /13 0 270 AMP - 200 AMP MAIN BREAKER = 70 TOTAL AMP ALLOWABLE `r�q� 4Ccmr-P����P WORK TO BE PERFORMED ACCORDING TO THE 60 AMP SOLAR BREAKER <70AMPS=OK FO \E� Sheet No. FOLLOWING CODES: 2010 CEC, 2010 CBC & NEC 2008 - E•2 CALCULATIONS SOA L E: 21 N/A U EfFI'CIEP iweri E20 'pc !ncy'panels'i � iri'g> more pc nt of space (IMUM, S` res that custorr ency panels v, fers moximizii ,WCED.IN THE WORLD'S STANDARD FOR SOLAR TM SunPowerT°" E20 Solar Panels provide today's highest efficiency and performance. Powered by SunPower MaxeonTA4 cell technology, the E20 series provides panel conversion efficiencies of up to 20.1 %. The E20's low voltage temperature coefficient, anti -reflective glass and exceptional low -light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% 10% 5% SERIES SERIES sunpowercorp.com c@us SERIES per install: -.this save: ' '.- <� n Via? '� RELIABLE<AND�' a� A€ TECH SunPower s,u'nique/ :. Potenled all bo technology and adv R -K design ensure tnclus efficiencj u f THE WORLD'S STANDARD FOR SOLAR TM SunPowerT°" E20 Solar Panels provide today's highest efficiency and performance. Powered by SunPower MaxeonTA4 cell technology, the E20 series provides panel conversion efficiencies of up to 20.1 %. The E20's low voltage temperature coefficient, anti -reflective glass and exceptional low -light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% 10% 5% SERIES SERIES sunpowercorp.com c@us SERIES ' '.- MAXEA Via? a� A€ TECH :. Potenled all bo R providing thf efficiencj THE WORLD'S STANDARD FOR SOLAR TM SunPowerT°" E20 Solar Panels provide today's highest efficiency and performance. Powered by SunPower MaxeonTA4 cell technology, the E20 series provides panel conversion efficiencies of up to 20.1 %. The E20's low voltage temperature coefficient, anti -reflective glass and exceptional low -light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% 10% 5% SERIES SERIES sunpowercorp.com c@us SERIES MODEL: SPR-327NE-WHT-D ELECTRICAL DATA Measured at Standard Test Conditions (STC(: imsdiance of IOOOW/mr, AM 1.5, and call temperature 25° C Peak Power (+5/-3"/a) Pmax 327 W Cell Efficiency n 22.5 Panel Efficiency h 20.1 Rated Voltage Vmpp 54.7 V Rated Current Impp 5.98 A Open Circuit Voltage Voc 64.9 V Short Circuit Current Isc 6.46 A Maximum System Voltage UL 600 V Temperature Coefficients Power (P) - 0.38%/K 1 Voltage (Voc) -176.6mV/K Current (Isc) 3.5mA/K NOCT 45" C +/- 2" C Series Fuse Rating -- --- - —- - 20A Grounding Positive grounding not required TESTED OPERATING CONDITIONS Temperature - 40" F to +185" F (- 40" C to + BY C) Max load 113 psf 550 kg/m2 (5400 Pa), front (e.g. snow) w/specified mounting configurations 50 psf 245 kg/m2 (2400 Pa) front and back (e.g. wind) Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) WARRANTIES AND CERTIFICATIONS Warranties 25 -year limited power warranty 10 -year limited product warranty Certifications Tested to UL 1703. Class C Fire Rating DIMENSIONS MM (A) - MOUNTING HOLES (B) - GROUNDING HOLES i (IN) 12X 06.6 [.261 1 O 04.2 [.171 30[1.181 881H 0 END N 46(1.81)�-- 2X 11.0[.431 --- 2x577[22.701 180[7.07] 322[12.691 I 4X230.8[9.091 -+ — r I (B) i oa 1 r g F � I � l (A) I— 915136.021 1200[47.241 12[.471 y 1535[60.451 Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. 0 2011 SunPower corporation. SUNPOWER, the SunPower Logo, and THE WORLD'S STANDARD FOR SOLAR, and MAXEON are aademorks or registered kcdemorks s u n p owe rc o r p . c o m of SunPower Corpworion in the US and other countries as well. All Rights Reserved. Specifications included in this datasheet arc sulsleatt to change without notice. Document #001-65484 RW8 / LTR_EN CS 11316 MECHANICAL DATA Solar Cells 96 SunPower MaxeonT" cells Front Glass High -transmission tempered glass with anti -reflective (AR) coating Junction Box IP -65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 mm Output Cables 1000 mm cables / MultkContact (MC4) connectors Frame Anodized aluminum alloy type 6063 (black) Weight 41.0 lbs (18.6 kg) TESTED OPERATING CONDITIONS Temperature - 40" F to +185" F (- 40" C to + BY C) Max load 113 psf 550 kg/m2 (5400 Pa), front (e.g. snow) w/specified mounting configurations 50 psf 245 kg/m2 (2400 Pa) front and back (e.g. wind) Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) WARRANTIES AND CERTIFICATIONS Warranties 25 -year limited power warranty 10 -year limited product warranty Certifications Tested to UL 1703. Class C Fire Rating DIMENSIONS MM (A) - MOUNTING HOLES (B) - GROUNDING HOLES i (IN) 12X 06.6 [.261 1 O 04.2 [.171 30[1.181 881H 0 END N 46(1.81)�-- 2X 11.0[.431 --- 2x577[22.701 180[7.07] 322[12.691 I 4X230.8[9.091 -+ — r I (B) i oa 1 r g F � I � l (A) I— 915136.021 1200[47.241 12[.471 y 1535[60.451 Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. 0 2011 SunPower corporation. SUNPOWER, the SunPower Logo, and THE WORLD'S STANDARD FOR SOLAR, and MAXEON are aademorks or registered kcdemorks s u n p owe rc o r p . c o m of SunPower Corpworion in the US and other countries as well. All Rights Reserved. Specifications included in this datasheet arc sulsleatt to change without notice. Document #001-65484 RW8 / LTR_EN CS 11316 IN CURVE 7 1 _lox WtrrtsofSpIc- 6 �1000wi"p i 5 -- — 4 WOW/ I--- v' 2 sew/f� 1 -— 200 W/I 0 ---1- -- --- - —- - 0 10 20 30 40 50 60 70 Voltage (V) Current/voltage characteristics with dependence on irradiance and module temperature. TESTED OPERATING CONDITIONS Temperature - 40" F to +185" F (- 40" C to + BY C) Max load 113 psf 550 kg/m2 (5400 Pa), front (e.g. snow) w/specified mounting configurations 50 psf 245 kg/m2 (2400 Pa) front and back (e.g. wind) Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) WARRANTIES AND CERTIFICATIONS Warranties 25 -year limited power warranty 10 -year limited product warranty Certifications Tested to UL 1703. Class C Fire Rating DIMENSIONS MM (A) - MOUNTING HOLES (B) - GROUNDING HOLES i (IN) 12X 06.6 [.261 1 O 04.2 [.171 30[1.181 881H 0 END N 46(1.81)�-- 2X 11.0[.431 --- 2x577[22.701 180[7.07] 322[12.691 I 4X230.8[9.091 -+ — r I (B) i oa 1 r g F � I � l (A) I— 915136.021 1200[47.241 12[.471 y 1535[60.451 Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. 0 2011 SunPower corporation. SUNPOWER, the SunPower Logo, and THE WORLD'S STANDARD FOR SOLAR, and MAXEON are aademorks or registered kcdemorks s u n p owe rc o r p . c o m of SunPower Corpworion in the US and other countries as well. All Rights Reserved. Specifications included in this datasheet arc sulsleatt to change without notice. Document #001-65484 RW8 / LTR_EN CS 11316 ?BENEFITS Reliable and,Robust Design ,Proven track record fordurab'ility and longevity Modular cnd1lexi6le Connections Modular°nature•of cabling and power areas enhances safety during wiring. ' and installation. Removable power area simplifies servicing '.Integrated DC Disconnect Built-in DC disconnect includes a locking mechanism for enhanced,safety High Efficiency: Operation CEC efficiency of up 46 96.0% and. peak efficiency of up to 96.2%. High efficiency throughout entire MPR range The SunPower SPR -10001 f-1 UNI and SPR -1 1401 f-1 UNI inverters offer proven reliability and superior performance. Their robust and precision -designed metal housing offers UV -resistance and corrosion protection and is suited for both indoor and outdoor (NEMA 3R) applications. Both models come with a standard 10 year warranty. N3 n / ..-N 96LM 100 # luaw 0 wo:)•dJo:)Jamoduns —go. No41!m aSuo4o o74=l9ns wo j—polop s!41 ul ppnpul woyoN!wdS'P*m— sl48u 8V —llmodJ-O —dunS OIOZ Ja9—N •uopaodJo:) JamodunS l0 sJPOwapoy PanMB81 m %Dwapoy aJo 080113MOdNns a'P Puo s3ModNns •swalsAs 6ugodwo0 uo4l J(6Jaua aJow Ajluo:)yu61s JaAIIGP sJajOo/l PUD 'sajll 100.1 'sIauod /oIOs:a:)uowjoj/ad-4614 /np •slla0 /otos Jou014u8nuo:) uo41 jaMod aJow lua:)Jad pS of do 94oJaua6 slla0 Joos AOua101fla-4614 Jnp -ap1MplJoM A6olou4094 DIJl:)ala Joos aOuowiopad-4614 sJaAljap Puo 'saJnl00jnuow 'su6lsaP JaModunS JOModunS ;nogt/ (IOOZ JagwaldaS) 101I'LOI 'ON Z'ZZ) 069 aID!NV )3N 8'P V S I I'od ))J l V'Z9) 3331/ISNV spJDpuD♦s of glw OJUOa I'LVS l 3331 EOOZ•LVS l 9331 OLOZ•tVLI in /yuoJJom pal!w!I JoaA OI /4umuDM INn HLOM-adS Wn H10001-11dS SPJDPUD{S O{ /41wJOJuO, PuD /4uDJJDM J. t E I+ OI J.V- a6uDJ aJnlcJadwal lualyuly Bullunow llom loD!paA Buyunoyil 8E VW3N amsol3u3 paods uol algouoA'uoyoptuaA paDJoi Pallo4uo) Bwloo:) JawJoisuoil ADuanbaJl 481H ABolodol S91 Pt l 1461aA% BulddlyS S91 O l l 1461RM mun .6'6x.L'6Vx.I'L1 0 HxM suolsuamci mun .V'V l x .l'9l x .E'OZ + .V'V l x .L'ZV x .E'OZ OxHxM suolsuawla Buldd14S Wn LiLObll-adS (Nn 1-410001-adS D{DQ ID31UD43OW salnpow Ad JamOduns gllm asn puo Jamod indin0 Paul! Jo % %0% %08 %08 %OL %09 %09 %OV %0£ %OZ %OI %o DPA OB4t DPA 08£-41-- DPA 0£Zw %S'S61V A�N31�Idd3 �3� OL SL 08 x s9 ;e 06 SB OW uogdwnsuo3 M 9'L> JaMod awyy6!N uog3NBP papnlDul ♦lnoi punaig salnpow Ad p8maS qpm asn puo Bu!punoJB )(3 OA!IOBau JOi play 044 u! algom8quoDq BulPuncig salnpow Ad JamOduns gllm asn puo BulpunoJB )0 oA!l!sod Joi paJnByuO"Jd gDllms loauuoDs!p 7(3 paloJBalul pauuoxlp :)(I apls :)y uo t sesoyd jo JagwnN slndul 9 Buj4s }o JagwnN uogJolslP %E> aluouuoy :)Q v C'CS v 8'9V .ow701 luaum ♦ndul �a xDW A 009 .ow A a6D110A ♦ndul :)a •xow I sJal3D4 ddW }o JagwnN A 009 • A OEZ ddlV'JOA 8SUDJ 860110A ddW M OO t E l M OOS I t a.-oad JaAsod ♦ndul :)(3 'xoW ALLZ @ %0'96 ALLZ @ %0'96 A OVZ @ %9'96 A OVZ @ %9'96 J37O (DuaID , gja :)3:) A SOZ @ %0'96 A SOZ 0 %0'96 xow dmapgla %Z'96 u JalJanul Toad I dJ soD JoPDJ AGIAOd a6uDJ =H 9'09 E'69 / =H 09 waa')ei /Aivanbaq W A LLZ @ (%Ol+/Z 0 A 90E - VVZ a6D1 oA lDulwou A OVZ @ (%Ol+/Z I-) A V9Z I I Z :)VA to a6uDJa6c4oA A 80Z @ (%Ot+/Z I•) A 6ZZ EB I ALLZ@VZ'lV ALLZ@V t'9E lumm A OVZ @ V S'LV A OVZ 0 v L' IV `OueDvI ♦ndino :)V A 90Z @ V 8'V9 A 90Z O v r -8V PMON OOV I t M S666 wou•�d d Janwd :)VM loulw0N (Nn HLObll-adS INn 1110001 -ads 0400 103IJ43013 January 20, 2011 UniRac 1411 Bmadway Boulevard NE Albuquerque, New Mexico 87102-1545 TEL: (505) 242-6411 FAX: (505) 242-6412 Attn.: Engineering Department, STRU(TURALENGINEERS Re: Engineering Certification for UniRac's SolarMount Code -Complaint Installation Manual 227.3 PZSE, Inc. -Structural Engineers has reviewed UniRac's "SolarMount Code -Complaint Installation Manual 227.3" published October 2010 and specifically "Part I. Procedure to Determine the Design Wind Load", and "Part H: Procedure to Select Rail Span and Rail Type". The procedures are used to determine the calculation of the design wind force, load combinations, applied loading and rail selection. All information, data and analysis contained within the Installation Manual are based on, and comply with the following: 1. 2009 International Building Code, by International Code Council, Inc., 2009 2. 2010 California Buildin Code, by California Building Standards Commission, 2011 3. Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures, by The Aluminum Association, 2005 This letter certifies that the structural calculations contained within UniRac's "SolarMount Code -Complaint Installation Manual 227.3 are in compliance with the above Codes. If yoq have any questions on the above, do not hesitate to call. 0 Paul iacher, SE - President 8137 Sunset Avenue, Suite 120 • Fair Oaks, CA 95628 • 916.961.3960 • 916.961.3965 f • WWWYZSC.COM SOLARMOUNTQD PV's. most versatile mounting system "SolarMount is the most versatile PV mounting rail system ' on the market today. We've engineered installer -friendly components for maximum flexibility, allowing you to solve virtually any PV mounting challenge. The universal SolarMount rail system has three options which can be assembled into a wide variety of PV mounting structures to accommodate any job site. . Unirac provides a technical support system complete with installation and code compliance documentation, an on-line estimator and design assistance to help you solve the toughest challenges. Now Bright Thinking in Solar Visit us online at www.unirac.com SOLARMOUNT® RAIL OPTIONS PV's most versatile mounting system SolarMount' HO HD (heavy duty) rail adds the SolarMount advantage to PV PoleTops', U -1 -As (see separate data sheets), and custom applications that require long spans. Standard SolarMount' Standard rail gives you ultimate flexibility, including bottom mounting and tilt -up options. MODULE MOUNTING Assembly Sequence Is Your Choice ATTACHMENT OPTIONS Flexible Components Speed Installation Standoffs Use standoffs whenever flashed installations • are required, on tile roofs, for example. Two- piece aluminum standoff allow precise place- ment of a Flashing over a secured base prior to the installation of the standoff itself. All standoff types come in four standard heights: 3, q, 6, and 7 inches. Appropriate Flashings are available. Serrated L -feet Standard for ground mount installations on residential and commercial rooRops,use L -feet alone above asphalt composition shingles or in conjunction with flat top standoffs. Mount standard or light rails. Configure to either of two rail heights, one promoting air flow for cooling, the other offering close -to -the -roof aesthetics Strut -in -Tube Style Legs Quickly set the precise lilt angle required. Styles are available for high profile (1 or z legs per rail) and low profile installations. Each series offers three leg lengths so that you can adjust to exactly the tilt angle you want— up to a maximum of 6o degrees—without cutting and drilling at the job site. FastFootT°" The Fastfotechnology by attachment features Eco -Fasten technology by the Alpine Snow Guard Company, allowing attachments to metal, concrete and wood decks without compromising the integrity of the roof. Top Mounting Clamps Bottom Mounting Clips Ideal for flush mount applica- Use bottom mounting clips rt Tile Hook tions, such as residential rooftops, (standard and HD rail only) Made from cast aluminum, the tile hook where it is most convenient to whenever you prefer to attachment provides SolarMount with a secure footings and rails before Preassemble the array usin g_ _ cost-effective solution for barrel or Spanish installing modules, top mounting module mounting holes. tile roofs. All required lag bolts and hardware clamps securely grip any point of Simply fit the clip into its rail the module frame, freeing you slot over the mounting bolt for are included. Refer to the file hook engineering from the constraints of module a secure connection. Adjust the data for max load capabilities. mounting holes. clip position anywhere along the rail slot. KEY BENEFITS of SolarMount' Rail Maximum flexibility Flush, high-profile or low -profile configurations Roof or ground mount Pitched or flat roof Ease of installation Installer -friendly components Minimized penetration with longer attachment spans than competitive products Designed with customer input Grounding and wire management options Complete technical support Installation and code compliance documentation Online estimator Person-to-person customer service Core component for Unirac mounting solutions Three rail options to accommodate any job site Incorporated into other major product lines :O:UNIRAC Bright Thinking in Solar � right Thinking in Solar Component Specifications 6o6i-T6 and 6o63 -T5 • SolarMount ballast frame 6105-T5 aluminum extrusion SolarMount° rails Mounting clips and clamps Tilt legs and L -feet Two-piece standoffs Severe Condition 4 (very severe) zinc -plated welded steel • One-piece standoffs 18-8 stainless steel • Fasteners 00101 C ii°U N'IRAE Bright Thinking in Solar Code Compliani The SolarMount® system is PE certified. Call Unirac for doc-imentation applicable to your building cad= Warranty SolarMount® is cove -ed by a 10 -year limited product warranty and a 5 -year limited finish wa rra nty. For complete warranties, download any SolarMount® installation manual from our web site. Visit us online at www.unirac.com SolarMount Technical Datasheet Pub 110818 -ltd V1.0 August 2011 SolarMount Module Connection Hardware Bottom Up Module Clip .............................. MidClamp ................................................. EndClamp ................................................. SolarMount Beam Connection Hardware... L -Foot ........................................................ SolarMount Beams ....................................... m UNIRAC •• A HVI GROUP COMPANY ................................................................ 1 .................................................................1 ................................................................. 2 ................................................................. 2 ................................................................. 3 ................................................................. 3 ................................................................. 4 SolarMount Module Connection Hardware BE SolarMount Bottom Up Module Clip Part No. 302000C Dimensions specified in inches unless noted • Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: —0.031 lbs (14g) • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one 1/4"-20 ASTM F593 bolt, one'/o"-20 ASTM F594 serrated flange nut, and one 1/4" flat washer • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory • 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 Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Tension, Y+ 1566 (6967) 686 (3052) 2.28 1038 (4615) 0.662 Transverse, X± 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441 Sliding, Z± 66 (292) 27 (119) 2.44 41 (181) 0.619 N • SolarMount Mid Clamp Part N6.302101C,302101D,302103C,302104D, .302105D,302106D V - _ B f • A HILT] 6ROUP COMPANY •, Mid clamp 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 ' r �,, . Mid clamp weight: 0.050 lbs (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 ` • •Use anti -seize and tighten to 10 ft -lbs of torque ' • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- ' party test results from an IAS accredited laboratory Applied Load Direction Average, Ultimate . lbs (N) ' Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Tension, .Y+ 2020 (8987)' •891.(3963) 2.27 1348 (5994) 0.667 Transverse, Z± 1 520 (2313) 229 (1017) 2.27 346 (1539)], 0.665 Sliding; X±• 1194 (5312)1. 490 (2179) 1 2.44 - 741 (3295)1 0.620 ,t X Dimensions specified in inches unless noted-. SolarMount End Clamp Part No. 302001C,302002C,302002D,302003C,' 302D03D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D; 3020090, 302009D, 3020100, 302011C, 302012C End clamp 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 •' • End clamp weight: varies based on height: -0.058 lbs (26g) o 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 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'/4'-20 ASTM F594 serrated flange nut • Use anti -seize and tighten to 10'ft-lbs of torque .; Resistance factors and safety factors are determined according to ,part 1 section 9 of the 2005 Aluminum Design Manual and third - Y party test results from an IAS accredited laboratory 1 Modules must be installed at least 1.5 in from either end of a beam `�"aranruw ; W.TH E€ 4 Two fss j Dimensions specified=ia iasbes ua ed Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) . Safety Factor, FS Design Loads lbs (N) Resistance Factor,. m Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) -0.605 Transverse, Z±.,. < 63 (279) 14 (61) 4.58 21 (92) 0.330 Sliding, X± '142(630) 1 52 (231) 2.72 79(349)1 0.555 SolarMount Beam Connection Hardware SolarMount L -Foot Part No. 304000C, 304000D Y LrX 3,Q1 IX SLOT FOR 36 W1ADmm z.m Dimensions specified in inches unless noted m .I.�UNIRAC A HICTI GROUP COMPANY • 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 lbs (98g) • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized 3o/t 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 • Use anti -seize and tighten to 30 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third -party test results from an IAS accredited laboratory NOTE: Loads are given for the L -Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Sliding, Zt 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646 Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755) 0.575 Compression, Y- 3258 (14492) 1325 (5893) 2.46 2004 (8913) 0.615 Traverse, Xt 486 (2162) 213 (949) 2.28 323 (1436) 0.664 -- + ®UNIAC TechnicalSOLARMouNT . - A HILTI GROUP COMPANY SolarMount Beams Part �No. 310132C, 310132C -B, 310168C, 310168C -B, 310168D : 310208C, 310208C -B, 310240C, 310240C -B,' 310240D, 410144M,,410168M, 410204M, 410240M ,• 'L , u Properties. Units SolarMount SolarMount HD Beam Height V in '. 2.5 0::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.-398_. .. . '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 T'F :72E'1�"HEX HEAD SCREWSLOT FOR T_BOLI" HEX HEAD SC2X SLOT FORSLOT FORBOTTOM CLIP 2.500 ` BOTTOM CLIP3'0001316 - � '1, ' - A SLOT FOR F - 3�"•HEX BOLT f SLOT FORE - • ' 1.385 • M ` • 3/8"' HEX BOLT' a 87- .751)-T 7 .750 1207. Y y1.875 r f. ,✓ ;SolarMount Beam, SolarMount HD Beam �' Dimensions•specified in inches unless noted ' Quick Hook USA"" -Curved Tile Mount I QMCTH .29--I�_ 6.57 1.89 2.21 4.56 9.06 1.19 3/32" HEX DRIVE ON SET SCREW 1.50 0 0 0 SLIDE TO DESIRED O O LOCATION O 0 k— 6.00 —� ITEM NO. DESCRIPTION 1 BASE PLATE, QUICK HOOK USA, 6" WIDE - 6063-T6, MILL 2 LAG SCREW, HEX HEAD, 5/16" x 3-1/2", 18-8SS 3 QUICK HOOK USA, VERTICAL, 6061-T6, MILL 4 SET SCREW, HEX SOCKET, 10-32X5/8", 18-8 SS 5 SUBFLASHING, QUICK HOOK USA V2-6" BASE, 9" X 14" X .032" -3003 -MILL 1ROPItETARY MI EM IIOEN 1FO ION COMATE NEHIT OR -5 MES E PROPERLY OF OIACK MOUM PV. ANY REUCI PROOION N PART ORAS OIEwIMOUI THE WRIILEN PERK ON OF GIIICK MOUNT PV 5 PRONRREO. TH SIDES OF SLOT SERRATED 0 QTY. 1 2 Quick Mount PV TITLE: 1 QMCTH: QUICK HOOK USA - CURVED TILE MOUNT 1 UNLESS OTHERWISE SPECIFIED: I SIZE I DRAWN BY: RAD REV 1 FRACTIONAIi 1/B DIMENSIONS ARE IN INCHES TOLERANCES: A DATE: 2/5/2013 3 DO NOi SCALE DRAWING TWOPLACEDECIMAL 5.18 THREEPUCEDKIMAL:.1. SCALE:1:8 WEIGHT:1.85 SHEET I OF Quick •• Average Ultimate Load Capacities (lbf) in Douglas Fir Configuration Source Document Pullout Compression Shear Parallel to Shear Perpendicular Rafter to Rafter Centered: All base plate sizes with hook positioned AME Report #112640C "Quick Hook USA -Flat Tile 876 685 1058 583 diredly over the lag screws (see Appendix A 8 B of Mount" with 1.5 Base Plate referenced report for test setup) This report shows results for Quick Hook USA, both Flat and Curved Tile models, when the hook is posi- tioned directly over the lag screws Offset 4.6" Base Plate: 4.5" wide base plate with AME Report #112640C "Quick Hook USA -Curved Tile 1084 712 1219 532 hook positioned at opposite end of base plate from lag Mount with 4.5" Base Plate screws (see AppendixA & B of referenced report for test setup) This report shows results for our Quick Hook USA - Flat Tile Mount Offset 6" Base Plate: 6" wide base plate with hook AME Report #112640C "Quick Hook USA -Curved Tile 1246 692 1341 584 positioned at opposite end of base plate from lag Mount with 6" Base Plate screws (see Appendix A & B of referenced report for test setup) This report shows results for our Quick Hook USA - Curved Tile Mount Notes: 1)Thread must be embedded in a rafter or other structural roof member. 2) See IBC for required edge distances. IMPORTANT: To maintain waterproofing of substrate it is important to make sure the aluminum sub -flashing is properly placed over the base plate and under the course of paper above. If the paper above does not reach, due to layout, place an additional piece of roofing paper over the sub -flashing and under the next course of paper above. (See instructions on reverse) quick Mount P)It 131 7.2.3-16 ' ' ,' • • ® Feb -2013, Rev 6 1 of 3 Quick Hook USA M Curved Tile Mounting Instructions - Rafter Installation Installation Tools Required: stud finder, tape measure, utlity knife, 3/32" hex key, drill with 7/32" bit, impact dril with 1/2" sc;cket, caulking cun, one tube of appropriate sealant compatible with roofing material, roofing bar, hand broom, st 3pler, 18" wide piece of underlayment or materialE for 3 -course method during deck flashing installation. Remove the tile at selected location of the mount. Rest the base plate (item 1) over center of rafter Connect hook (item 3) to base plate and drive lag Locate and mark the center of the rafter. and mark center of holes. Drill two ?/32" plot screws (item 2) into rafter through th-m two holE; to holes and fill with sealant compatible with roofing a solid, snug fit. DO NOT over tighten lag screws, this material. may compromise their holding strength. Slide hook into desired position within valley of the tile. The hook must not overhang the side edges of the base plate. Tighten set screw (item 4) with hex key. Carefully clean the underlayment then apply bead of sealant compatible with roofing material rn the shape of an upside down U on the backside of the sub -flash- ing (item 5) and install flashing over mount. Fad -ten sub -flashing to deck with one roofing nai in eachtop corner. Do not nail bottom corners. Proceed with weatherproofin 3 using three -course method or lapped paper method * When using paper method, cut a piece of underlayment 13" wide to :lide under the course above and over the sub -flashing. If course above is too high, you must use additional un- derlayment to ensure proper overlapping. Replace the tile above the hook. If necessary, notch the bottom of the tile to make space for the raised hook. Bolt the side -mounted rail of your choice to the hook, using the rail manufacturer's hardware. Quick Mount PY For more details onunderlayment waerproofinc please visit our website: httr)://www.guickmountpv.co.,n/tile-w.ateri3roofirin 925-478-8269 • www.quickmountpv.com • info@quickmountpv.com BI 7.2.3-16 2700 Mitchell Dr., Bldg. 2 . Walnut Creek, IZA 94598 Fed -2013, Rtv 6 2of3 1 3.75 Quick Hook USAT"' Curved Tile Mount I QMCTH Additional Dimensions =TER LDJUSTABLE LOCATION 3.75 158.00° 9.00 4.92 .23 14.00 41.85�� SUBFLASHING (ITEM 5) THIS EDGE TOWARDS ROOF RIDGE 6.00 .75 1.50 .5 1.50 99 4.50 2.00 I -0- -Q- -Q- -+- Quick Mount PV` � TITLE: QMCTH: QUICK HOOK USA- BASElOX 0.33 CLEARANCE CURVED TILE MOUNT PLATE (ITEM 1) FOR 5/16" HARDWARE UNLESS OTHERWISE SPECIFIED: SIZE DRAWN BY: RAD REV DIMENSIONS ARE IN INCHES TOLERANCES: A' DATE: 2/5/2013 3 FRACTIONAL± 1/8 PROPRIETARY AND CONFIDENTIAL TWO PLACE DECIMAL l.IB ---- THE INFORMATIONCONTAINED INTHE DRAWING 6THE SOLE PROPERTY OFQUICK MOUNTPV.ANY REPRODUCTION IN PART OR AS DO NOT SCALE DRAWING TWOPLACEDECIRAL 1.125 SCALE' 1:8 WEIGHT: 1.85 SHEET20F2 A WHOLE WITHOUT ME WRMEN PERMISSION OF QUICK MOUNT PV IS PROHIBITED.HREE PLACE BI 7.2.3-15.. s 4 ' ` ' Feb -2013, Rev 6 3 DO Wiley Electronics. LLC Washer, Electrical Equipment Bond WEEB' . Patent Pending, INSTALLATION INSTRUCTIONS For- Unirac Solar, Mount only. Please read carefully- before installing. 000 e o WEEBL=6.7 WEEB Bonding Jumper -6.7 C $U Products are tested to UL 467 309177 UL -standard for safety grounding and bonding equipment Document Number 104-0404-000010-011 Wiley Electronics LLC. 2006-2009© — All Rights Reserved WEEB COMPATIBILITY The WEEB family of products can be used to bond anodized aluminum, galvanized steel, steel and other electrically conductive metal structures. Standard Top Down Clamps The WEEBs used for bonding the PV modules to the mounting rails are compatible with various cross-sections of module frames. The following are examples of module frames that are compatible. Notice that the WEEB teeth are positioned completely under the edge of the module frame. The WEEB-UMC is only compatible with module frames that have a reinforcing box structure, as illustrated below. The following is an example of a module frame that is incompatible with the WEEB. The WEEB teeth are positioned only partially under the edge of the module due to the lip on the top edge of the module frame. Not Compatible Wiley Electronics LLC. 2006-2009© — All Rights Reserved SYSTEM OVERVIEW Use WEEB-UMC to bond solar modules to module mounting rail Use WEEB Bonding Use one WEEBL-6.7assembly Jumper to electrically per rail to connect system to connect mechanically equipment ground conductor spliced rails Important notes: 1. Use general purpose anti -seize compound on fastener threads when installing WEEBs.;. 2. WEEBs are intended for -SINGLE USE ONLY. Functionality will not be guaranteed if reused. Wiley Electronics LLC. 2006-2009© — All Rights Reserved 0 WEEB-UMC ASSEMBLY r Mid-Cla Pre. -assemble WEEB-UMC to mid - clamp assembly as shown. Pre assembling WEEB-UMC to mid- clamp- assembly will contain the small individual parts, reducing the possibility of losing parts during. installation. Wf Spring retention tabs hold WEEB-UMC and mid -clamp assembly securely onto mounting rail Drop in T -bolt and snap WEEB-UMC on to mounting rail Slightly lift solar module and slide WEEB-UMC and mid - clamp as into position. WEEB teeth will automatically be aligned under the edge of the module when mid clamp assembly is correctly installed. Important note: To correctly install mid -clamp assembly, ensure that the T - bolt is perpendicular: to the mounting rail and both sides of the solar modules are completely positioned against the mid clamp. Refer to WEEB compatibility page for illustrations. Wiley Electronics LLC. 2006-2009© —All Rights Reserved s ® Important note: WEEBs are for SINGLE USE ONLY! Do not torque fasteners.- down if position of solar modules is not finalized. Only slighty, tighten fasteners to keep modules in place. Ihei position of solar nodules are finalized, irque fasteners to 10 -lb x.13.5 N -m using aneral purpose anti- �ize compound on Breads I Wiley Electronics LLC: 2006-2009©— All Rights Reserved WEEB-UMC LAYOUT EVEN NUMBER OF MODULES IN ROW X DENOTES PLACES TO INSTALL WEEB-UMC C X R = 4 X 1 WEEB-UMC NEEDED = C X R= 4 X 1= 4 ODD NUMBER OF MODULES IN ROW X DENOTES PLACES TO INSTALL WEEB-UMC C X R = 5 X 1 WEEB-UMC NEEDED = [C+1] X R = [5+1] X 1 = 6 Note: When replacing a single faulty module, also remove the adjacent module which contacts the same WEEBs as the faulty module. This will ensure that there are never ungrounded modules in the array. Wiley Electronics LLC. 2006-2009© —All Rights Reserved Install WEEBL-6.7 assembly and torque fasteners to 10 ft - Ib / 13.5N -m using general purpose anti-se;ze compound on threads Important note: WEEB-61 that sits under the WEEBLug is for single use only::' Ensure position is correct before tightening down. Wiley Electronics LLC. 2006-2009© — All Rights Reserved t Wiley Electronics LLC. 2006-20091D — All Rights Reserved UMC SPLICE KIT ASSEMBLY �9 The,flexible-WEEB Bonding Jumper can be mounted in different ways shown below: • - Torque fasteners to `• 10 ft-Ib/13.5N-m WEEB Bonding Jumper - using general purpose anti seize ' compound on threads %A/P-rn n__ -t:__ i..__L Torque fasteners to 10 ft-Ib/13.5N-m using general purpose anti seize ..compound on threads Route WEEB Bonding Jumper as shown above if edge of solar,module lands between° two spliced rails. Wiley Electronics LLC. 2006-2009© —All Rights Reserved IS ED MODU Pre -assemble WEEB-DMC/te - clamp assembly as shown. assembling WEEB-DMC toclamp assembly will contaismall individual parts, redupossibility of losing parts d/ installation. WOUNAHIFLAMW WEEB-DMC orque to 10 ft -Ib / 13.5 N -m using eneral purpose anti -seize Eg_ threads VIf -WEEB�DMG LC. 2006-2009© —All Rights Reserved Amr M Hill { Advancing Renewable Technology ACCAcme Cable Clips ACME Cable Clips simplify wire management and create a cleaner aesthetic to solar PV arrays. The ` _ clips are made of.corrosion resistant stainless steel and are designed to prevent damage to cable insu- lation: The easy to install and remove design only requires a flathead screwdriver and can be reused, -unlike zip ties. The,universal design fits most modules and can hold one or two wires. t h - • Made with,corrosion resistant 300 series stainless steel ' • Dual wire compartments ,r • Specialtab for easy installation and removal with flat-head screwdriver • Designed to prevent damage to'cable insulation • -.Sized for USE-2 cable (5-5.4mm) or PV cable (6.8-7.2mm) - ACC' ACC- PV Holds: 1,to 2 USE wires Holds: , 4 to 2 PV wires, ' ti or 1 PV wire �. ' ' '- ' , ' • + � • , � �' � � � •. � . ,�/may t• f _ _ - . • .... DC Power w 'Systems `:1800)`.967=69.17::`:`_ , • ~•, •.. - _. • wwwAcpower-systems.com Contact us.at:.845.247.4708 www.we-lic.com