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BSOL2016-0050
78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application Description Property Zoning: Application Valuation: c&tyl 4 4 Qum&- - COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT BSOL2016-0050 79345 DESERT ROCK CT 604242017 FISHER / 10.1kW PV SYSTEM - (39) 260W PANELS W/(1) INVERTER $22,308.00 Applicant: VIVINT SOLAR DEVELOPER LLC 3301 N THANKSGIVING WAY STE 500 LEHI, UT 84043 3K , i OF sAi1U1NYA COIAM�UNnV DEfiamEM DEPAPTh;1tfyT 14 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: SCOTT FISHER 79345 DESERT ROCK CT LA QUINTA, CA 92253 Contractor: VIVINT SOLAR DEVELOPER LLC 3301 N THANKSGIVING WAY STE 500 LEHI, UT 84043 (855)877-2974 Llc. No.: 973756 Date: 3/24/2016 LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter I hereby affirm under penalty of perjury one of the following declarations: 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, I have and will maintain a certificate of consent to self -insure for workers' and my License is in full force and effect. compensation, as provided for by Section 3700 of the Labor Code, for the performance License Class: C46. C10 License No.: 973756 / of the w rk for which this permit is issued. �l /, f /(h� �� I have and will maintain workers' compensation insurance, as required by Date: Contractor: �tuM l�/ V J Section 3700 of the Labor Code, for the performance of the work for which this permit T_ is issued. My workers' compensation insurance carrier and policy number are: OWNER -BUILDER DECLARATION I 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, 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 improvements 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.). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (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 contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (� 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 Carrier: _ Policy Number: 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 3700 of the Labor Code, l shall forthwith comply with those ovisions. Date: Applicant: I J I h�V/C✓1�� 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 Building Official for a permit subject to 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 any permit 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 city to enter upon the above-mentioned property for inspection purposes. Date: y>b� ) I v Signature (Applicant or Agent): TINANMLINFORMATIO 5� rzr;DESCRIPTION R ACCOUNT �� QTY" AMOUNT PAID y` PAID;DATE` BSAS SB1473 FEE 101-0000-20306 0 $1.00. $1.00 3/24/16 .w1'e�;5,'.' .1i'vr,. METHOD RECEIPT # J ads CHECK # �CLTDaBY VIVINT SOLAR DEVELOPER LLC CHECK R14196 1790 MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:* $1.00 $1.00 {tea ys �? DESCRIPTION oa r ACCOUNT Q , AMOUmg NT PAID PAID DATE ,rv.. T: kvAi. s'.�.?:.a. r,.v^t✓oG4'l<-;.: YxY .."6': ,c¢F'r.:=49.h Ma,a�J'3&'.: PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 $24.17 $24.17 3/24/16 d �PAIDSY `R CEI # C CK #yh ACL D T b " , BY VIVINT SOLAR DEVELOPER LLC CHECK R14196 1790 MFA DESCRIPTION ACCOUNT�Q �� .� k� PAIDDATE . -. . .� :`; .>.>r,, y . aloUNr s 4AID ry PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-UU4AACC2600 0 $24.17 $24.17 3/24/16 LY { y Y YV,:"i" f�'uG"a"r' S�`2 '�i'N PAID BY nlg METHOD 2:+-"vk...M`.1 RECEIPT# . CFIECK # ` 4 �✓x ECLTD � . s , F t v. ...,a#v ,a= .. ..� .c �rcaS �,.�E� > � ; . spa rr. .�C � Rik. es3 BY VIVINT SOLAR. DEVELOPER LLC CHECK R14196 1790 MFA Total Paid for ELECTRICAL: $48:34 $48.34 �: $, DESCRIPTIONN}4' AUNT QTLY �R AMOUNT 1 PAIDPAID:DAT£ ; -.a�� xY ,; �.r: kms° PERMIT ISSUANCE 101-0000-42404 0 $91.85. $91.85 • " 3/24/16 4F✓y; � � � 4 2F � `YY� VIM �F � �%i.� iii -vX..�a�", lY `RECE".,,, #��� �`+�dv3✓zitfri� re¢` #,; CLTOBY }'tom U PTx c .CHEEK VIVINT SOLAR DEVELOPER LLC CHECK R14196 1790 MFA Total Paid for PERMIT ISSUANCE: -$91.85 $91.85• • L. Permit Details PERMIT NUMBER City of La Quinta BSOL2016=0050 , Description: FISHER / 10.1kW PV SYSTEM - (39) 260W PANELS W/(1) INVERTER Type: SOLAR Subtype: Status: ISSUED Applied: 2/18/2016 SKH Approved: 3/24/2016 AOR Parcel No: 604242017 Site Address: 79345 DESERT ROCK CT LA QUINTA,CA 92253 Subdivision: TR 23935-2 Block: Lot: 27 Issued: 3/24/2016 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $22,308.00 Occupancy Type: Construction Type: Expired: 9/20/2016 MFA No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 10.1kW SOLAR ARRAY - (39) 260W YINGLI PANELS+P300 SOLAREDGE OPTIMIZERS AND (1) SE7600-US-R AFCI SOLAREDGE INVERTER [702SF] 2013 CALIFORNIA ELECTRICAL CODE. „_j Applied to Approved Approved tolssued Printed: Thursday, March 24, 2016 2:18:04 PM 1 of 3 SYSTEMS ADDITIONAL CHRONOLOGY 'CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE. NOTES E-MAIL AJ ORTEGA 3/24/2016 3/24/2016 EMAIL SENT TO PAULA (CONTRACTOR) THAT PLANS ARE APPROVED AND PERMIT IS READY TO ISSUE. NOTE AJ ORTEGA 3/1/2016 3/1/2016 SEE PERMIT BSOL2016-0041 FOR ADDITIONAL INFORMATION CONDITIONS CONTACTS NAME TYPE NAME ADDRES51 CITY STATE ZIP PHONE FAX EMAIL APPLICANT VIV INT SOLAR DEVELOPER LLC 3301 N THANKSGIVING WAY LEHI UT 84043 businesslicensing@vivi nsolar.com CONTRACTOR VIVINT SOLAR DEVELOPER LLC 3301 N THANKSGIVING WAY LEHI UT 84043 businesslicensing@vivi nsolar.com OWNER SCOTT FISHER 79345 DESERT ROCK CT I LA QUINTA CA 92253 Printed: Thursday, March 24, 2016 2:18:04 PM 1 of 3 SYSTEMS INSPECTIONS PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER. /. DUE DATE RETURNED DATE STATUS REMARKS NOTES FINANCIAL •• ALL SUBMITTED PLANS HAVE INCORRECT IST BLDG NS (1 WK) AJ ORTEGA 2/18/2016 CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID' PAID DATE RECEIPT # CHECK # METHOD PAID BY BY . BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 3/24/16 R14196. 1790 CHECK VIVINT SOLAR DEVELOPER LLC MFA Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: PV SYSTEM - ARRAY, 101-0000-42403 0 $24.17 $24.17 3/24/16 R14196 1790 CHECK VIVINT SOLAR MFA FIRST 20 DEVELOPER LLC PV SYSTEM - ARRAY, .101-0000-42600 0 $24.17 $24.17 3/24/16 R14196 1790 CHECK VIVINT SOLAR MFA FIRST 20 PC DEVELOPER LLC Total Paid for ELECTRICAL: $48.34 $48.34 PERMIT ISSUANCE 101-0000-42404 TO $91.85 $91.85 3/24/16 R14196 . 1790 CHECK VIVINT SOLAR MFA DEVELOPER LLC Total Paid for PERMIT ISSUANCE: $91.85 $91.85 TOTALS: INSPECTIONS PARENT PROJECTS Printed: Thursday, March 24, 2016 2:18:04 PM 2 of 3 N?SYS'fEAAS REVIEWS REVIEW TYPE REVIEWER. SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES ALL SUBMITTED PLANS HAVE INCORRECT IST BLDG NS (1 WK) AJ ORTEGA 2/18/2016 2/25/2016 3/23/2016 REVISIONS REQUIRED TEMPERATURE DERATING FACTORS THAT REQUIRE REVISION, SEE PERMIT BSOL2016-0041. 2ND BLDG NS (1 AJ ORTEGA 1 3/18/2016 3/25/2016 3/24/2016 APPROVED WK) Printed: Thursday, March 24, 2016 2:18:04 PM 2 of 3 N?SYS'fEAAS Printed: Thursday, March 24, 2016 2:18:04 PM 3 of 3 SYSTEMS ATTACHMENTS Attachment Type_ CREATED OWNER,, DESCRIPTION' PATHNAME SUBDIR ETRAKIT.ENABLED BSOL2016-OOSO - 2ND 2ND SUBMITTAL SOLAR SUBMITTAL SOLAR DOC 3/23/2016 AJ ORTEGA PLAN (REVISED SHEETS PLAN (REVISED SHEETS 0 ONLY) ONLY).pdf Printed: Thursday, March 24, 2016 2:18:04 PM 3 of 3 SYSTEMS 13in.# Ci/ Of is Qutenitd ' Bui#ding a Safety Division P.O Box 1504,78495 Ca/le Tampico LA.Qulnta, CA 92253 -:(760) 777-7012 Building Permit Application and Tracking Sheet Permit # bL �� Project Address: q 3 Lj S Dtjf.d Pore Owner's Name:. SC a+f FivA A. P. Number. 0 4- . lI a -1) Address: '_13 J J ✓� Q�d C . (7' Legal Description: City, ST, Zip: % J / n' �' p! qi 3 Contractor. I v R+ S0 10 t- !/ j� / v e C 0 -Q t' LL C Telephone: .. Project Description: fel ell 7i / Address: City, ST, Zip: L a CA 9 2 ct� 3Y 'S,)/,? 1' of /Lt Li �x Telephone: MEN' � OI��. �l h• ✓(✓�t'� State Lic. #: 76:15--& • City Li22""C-76-3190 Iveh., Engn, Designer. Address: City., ST, Zip: Telephone: State Lic. #: Name of Contact Person: a d �-� —wnv A Construction Type:. Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: #Units: Telephone # of Contact Person: 3 Estimated Value of Project: o? .'3.(7 Od APPLICANT: DO NOT WRITE BELOW THIS UNE N Submittal Req'd Recd TBACKDVG PERM T FE€S Plan Sets Plan Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit. . Truss Cates. Called Contact Person Plan t3alance. Title 24 Cates. Plans picked up AA Construction Flood plain plan Plans resubmitted.. Mechanical Grading plan 2" Review, ready for correctioaslissue Electrical Subcontactor List Called Contact Person Plumbing . Grant Deed Plans picked up SALL H.O.A. Approval Plans resubmitted Grading IiV HOUSE:- 3" Review; ready for correctionwissue Developer Impact Fee Planning Approval. Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees NEW PV SOLAR SYSTEM -- FOR ogo Fisher Residencern f� ., LOCATED AT .T .��.• � r, r - � p cZ L Cn M0 Q) � 0 O 79345 Desert Rock Ct iM0 i' � _ - La Qui C'6nta,A 92253 0 0 s a rr o ,J; APN # 604-242-017 GOVERNING CODES SHEET INDEX _ N V ALL WORK SHALL COMPLY WITH THE CODES BELOW - COVER SHEET ?,QI . co J P.V. 1.0 SITE PLAN CITY OF L._A All construction shall comply with the 2013 California Building,Residential, Mechanical, BUILDING & SAFETY DEPT. Electrical, Plumbing, Energy and Green Building Codes and La Quinta Municipal Code o �. P.V. 2.0 ROOF PLAN FOR CONSTRUCTION - 'IT� U Q� � " v v 0 O r U Un P.V. 3.0 MOUNTING DETAIL DATE , BY %��•�6°. °';?��T-moo �` n rn O Z_ > h Q > > Z C7 E. 1.0 1-LINE DIAGRAM Z O U w Q w Q �; m C r [� _� J w F- F- J z Q U Z ? ? U 0 SHEET - NAME: W w� W C) U) SHEET "CLASS "A" FIRE RATED MODULES AND RACKING SYSTEMS REQUIRED PER NUMBER: U.L. 1703 AND CSFM 14-011" CITY OF LAQUINTA COMMUNITY DEVELOPh Photovoltaic equipment and systems and all associated wiring and interconnections ' shall be installed only by qualified persons. CEC 690.4 PV SYSTEM SURFACE AREA:683.28 FTI PV SYSTEM SIZE: 10.140 kW DC PV SYSTEM SIZE: 10.018 kW AC JUNCTION BOX ATTACHED TO ARRAY USING ROCK -IT TO KEEP JUNCTION BOX OFF ROOF (39) Yingli Energy YL260P-29b MODULES WITH• (39) SolarEdge P300 Power Optimizers MOUNTED ON THE BACK OF EACH MODULE "CLASS "A" FIRE RATED MODULES AND RACKING SYSTEM REQUIRED PER U.L.1703 AND CSFM 14-011" SAFETY OFFSET FOR ROOF ACCESS - EXISTING SOLAR ALL WORK SHALL COMPLY WITH THE 2013 CEC 95' OF 3/4" OR 1" EMT ON FROM JUNCTION BOX TO ELEC PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE IDENTIFIED AND GROUPED. THE MEANS OF IDENTIFICATION SHALL BE PERMITTED BY SEPARATE COLOR CODING, MARKING TABE, TAGGING OR OTHER APPROVED MEANS. THE �OF MEANDS OF THE GROUPING SHALL BE WIRE TIES OR SIMILAR MEANS AT LEAST ONCE, AND THEN AT INTERVALS NOT TO EXCEED SIX(6) FEET. CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DATE BY co Lo N N Q U cu-cu i cl cu J rn rn U o u� W s N a w w,2 N 10 1 z o �Z loo (D L �_U N_ V O O n _O to U g�C� O U it U t4 Z m Lo O > co Q Y>Z�C7 0 w of } U w w U) m Q Q w 9 3: Q U U) Q Z Z Z U 0 SHEET NAME: i-— J a SHEET NUMBER: 0 V INTERCONNECTION POINT, E�/py_ LOCKABLE DISCONNECT SWITCH, COMBINER PANEL (IF APPLICABLE) & UTILITY METER LOCATION (200 EXISTING BUS RATING) (KEEP 3' CLEARANCE FROM NAT RAL GAS EQUIPMENT) VII PV SYSTEM SITE PLAN cels SCALE: 3/32" = V-0" rn rn U o u� W s N a w w,2 N 10 1 z o �Z loo (D L �_U N_ V O O n _O to U g�C� O U it U t4 Z m Lo O > co Q Y>Z�C7 0 w of } U w w U) m Q Q w 9 3: Q U U) Q Z Z Z U 0 SHEET NAME: i-— J a SHEET NUMBER: 0 CD (4'OCD 0 0 r om K m z z ci 1 < m z O O U) n x x < 9 r z T 2 N ZD m r m O � OD A =m m J K0 O O O O O n O� c m z A -a i D = qr m �n Y � X �O �C � 1 Z F G) O 3 z m 0 m ac wr L p�•s'�VdyO S L?�F� Bi►B` S� m p-ga I i �� Fnn v tJ m 8 o� O 7 r N D 0 m C — 0 C) -0G0 z -n go > c® --nom m:�C z ® m I CALIFORNIA C-46# - 973756 NAME -CODY DRAM z N zC/)INSTALLER: VIVINT SOLAR Fisher Residence W m ROOF m m INSTALLER NUMBER: 1.877.404.4129 vib' nt solar PV 2.0 m --ICA License: 973756 (C46/C 10) A 79345 Desert Rock Ct PLAN DRAWN BY: GA : 4746549 La OU NCA 92253 Last Modified: 4/6/2015 UTILITY ACCOUNTT NUMBER: 50519497 t MINIMUM DESIGN LOADS Ground Snow Load 0 Wind Speed 130 EXPOSURE CATEGORY B ATTA C( PV MODULE, TYP. MOUNT TO RAFTERS OF TILE ROOF, PARALLEL WITH PLANE OF ROOF 0 ISE/RUN — 5 MOUNTING I DETAIL PV ARRAY TYP. ELEVATION NOT TO SCALE TOROUE TO 7 FT -LBS (114--28 SS SCREW) 6 AWG TO 14 AWG COPPER WIRE— �OROUE TO 7 FT -LBS WITH NEW GBL-4DBT UL2703 Listed Lay -In Lug (114'-20 SS SCREW) 2. UL LISTED LAY -IN LUGS TEETH MUST FACE TOWARDS THE RAIL, NOT THE GROUND LUG 3. DRILL A 17/64" HOLE TO THE GROUND LUG (AS NEEDED) 4. NO SURFACE PREPARATION IS NEEDED ON RAIL OR MODULE CLAMP + ItCHMENT PILING FASTEN PATIBLE ULE L=LANDSCAPE MODULE CLAMP SPACING MODULES IN PORTRAIT/LANDSCAPE CLAMP � ` SEALING CIV1� WASHER TILE FLASHING (3 TYPES) m S -TILE, W -TILE, FLAT TILE J DEPENDING ON EXISTING ROOF MOUNTING BASE (SEE ABOVE) (2) 5/16 -Ox 4" _Z STAINLESS STEEL LAG SCREW TORQUE = 13±2 ft -lbs. N �pfESS, N (WHEN 16- X911 I II///j9� I g CD MOUNT�DETAIL, NOT TO SCALE r a) V U o c � �✓ YN8) C14 raR w N aa) -Z �cz L � >> MOO _c 0r-) _j<0 LL H � ` CIV1� � OF CALF m J CANTILEVER L/3 O SS (WHEN 24" SPACING) L= 48" MAX CLAMP SPACING v PORTRAIT, 72' MAX CLAMP SPACING LANDSCAPE o v, (WHEN 16- X911 I II///j9� I g CD PORTRA T, 64"4MIAX CLAMP SPACING LA DSC PE n i� fif^�`�e� 4Ei rn O v �• G, CgZmu7 w �^.-d COUPLING , 1O > j Z a O • y - g o> ° 1 CLAMP = - Z 0 • w CD 4) ,f ° \,• e n e U °,�? J w J 1n C 03 PHOTOVOLTAIC U_ ?,:� °�°���`� o w < < 3: - MODULE '�..s�°Q'Ctot�.�`� 0 z? z 0 ci SHEET NAME: I— U) J Z O � p SHEET DETAIL NUMBER: 0 Rafter • cM 2X4 AT 24" O.C. 0- so P300 39 PV MODULES PER INVERTER =10140 WATTS STC 1 STRING OF 20 PV MODULES 1 STRING OF 19 PV MODULES O O O 1,_2 O O O . 18 o O O = SOLAREDGE R—U P300 OPTIMIZERS Conduit Conductor Schedule (ALL CONDUCTORS MUST BE COPPER) Tag # Description Wire Gauge # of Conductors/Color Conduit Type Conduit Size 1 PV Wire 10 AWG 2 (V+, V-) N/A -Free Air N/A -Free Air 1 Bare Copper Ground (EGC/GEC) 6 AWG 1 BARE N/A -Free Air N/A -Free Air 2 THWN-2 8 AWG 4 (2V+, 2V-) R/B EMT 3/4" 2 THWN-2 - Ground 8 AWG 1 GRN EMT 3/4" 3 THWN-2 8 AWG 3 (11-1, 1L2 1N) B/R/W EMT 3/4" 3 THWN-2 - Ground 8 AWG 1 GRN EMT 3/4" 1SOLAREDGE SE760OA-US-R INVERTER* SOLAREDGE ti DC SAFETY / SWITCH JUNCTION BOX/ WITH IRREVERSIBLE GROUND SPLICE 3 * CONFORMS TO ANSI C12.1-2008 CONFORMS TO NEC 2014 n a C 0 ®® N r ®� d cc POINT OF ��f�t�',y, �a e# ¢��, CONNECTION- L, L2 N LOAD SIDE NEC 705.12(D) M ° "tea" r n* o - � ' ' °• � Y V o° t � O ^ l�J m Square D #DU222R8 240V/60A 200A Ci n< a I,S1 Ci0 z C m UNFUSED i NEMA3 r o w OR EQUIVALENT z Zsa t, Z to v 40A 240W200A AC SHEET LOAD -CENTER NAME: W WITH 1-2 POLE 40A G SOLAR BREAKER o W VISIBLE LOCKABLE W 'KNIFE' A/C Ur DISCONNECT J 3 — O -Z_.I Q - MINIMUM GEC SIZE U) Q 6 AWG COPPER SHEET NUMBER: q Created with Electrical Template Revision 9/10/15 V_ W Design Conditions: ROOFTOP CONDUCTOR AMPACITIES DESIGNED IN COMPLIANCE WITH NEC 690.8, TABLES 310.15(B)(2)(a), 310.15(B)(3)(a), 310.15(B)(3)(c), 310.15(B)(16), CHAPTER 9 TABLE 4, 5, & 9. LOCATION SPECIFIC TEMPERATURE OBTAINED FROM ASHRAE 2013 DATA TABLES. ASHRAE 2013 Highest Monthly 2% DB Design Temp 44°C. Lowest Min. Mean Extreme DB -7.5°C DC Safety Switch: Rated for max operating condition of inverter NEC 690.35 compliant *opens all ungrounded conductors Calculations: Breaker calculations dependent upon inverter Continuous Maximum Output. Wire Gauge Calculated from NEC code 310.15(B)(16) with ambient temperature calculations from NEC 310.15(2)(a) using the 90*C column (On Roof) or 75°C column (Off Roof), *310.15(B)(3)(c) for 1/2" minimum clearance of the conduit above the roof and 310.15(B)(3)(a) Adjustment factor for current -carrying cunductors in a raceway. - When a wire is upsized in the conduit conductor table, voltage drop adjustments were made SE760OA-US-U Max Output = 31.67A x 1.25 (NEC code 210.19(A)(1)(a))=39.60A. (off roof): 8 gauge wire rated for 50A > 39.60A (max of solar panel production). (on roof): 8 gauge wire rated for 55A x 0.58 (ambient+*22°C) x 0.800000 (fill derate of 4 current -carrying conductors) = 25.52 > 18.75A Max circuit output per circuit 15 x continuous duty uprating 125%). System Specs: Max DC Voltage 500V Nominal DC Operating Voltage 350V Max. DC Current per String 15A Nominal AC Current 47.5A PV Module Rating @ STC Model Make/Model YL260P-29b Amps Max Power -Point Current (Imp) 8.59 Amps Max Power -Point Voltage (Vmp) 30.3 Volts Open -Circuit Voltage (Voc) 37.7 Volts Short -Circuit Current (Isc) 9.09 Amps Max Series Fuse (OCPD) 15 Amps Nominal Maximum Power at STC (Pmax) 260 Watts Maximum System Voltage 1000 V (IEC) / 600 V (UL) Volts Voc Temperature Coefficient -0.32 %/C Other Notes Solar PV System AC Point Of Connection AC Output Current Accoding to Nec 690.8(B)(1) 39.6 Amps Nominal AC Voltage 240 Volts THIS PANEL IS FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) Optimizer Solar Edge P300 DC Input Power 300 Watts DC Max Input Voltage 8-48 Volts DC Max Input Current 12.5 Amps DC Max Output Current 15 Amps Max String Rating 5250 Watts Inverter Make/Model SE760OA-US CEC Efficiency 97.5 % AC Operating Voltage 240 Volts Continuous Max Output Current 32 Amps DC Maximum Input Current 23 Amps Short Circuit Current 40 Amps Max Ljul: au u re 40 ' iiA a?ms ,.aiit�! BUILDING & SAFETY DEPT. e "13 & 0. o APPROVED o FOR CONSTRUCTION A '0 , Ct 9731 '�• �� ��`• •••••• � DATEBY__.* NIuuuaM SHEET NAME: 0 2 J J Q SHEET NUMBER: 0 W INVERTER GROUNDED SYSTEMS PER 690.5(C)M LNPHASL: AI J-BUX WARNING ELECTRICAL SHOCK HAZARD IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED COMBINER BOXES, J -BOXES, DISCONNECTS, DEVICES & INVERTERS IN UN -GROUNDED SYSTEMS PER 690.35(F) (S 1 KING SYS I LMS) WARNING ELECTRICAL SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED CONDUIT AND RACEWAYS (LABELED EVERY 10') WARNING: PHOTOVOLTAIC POWER SOURCE DC DISCONNECT PER 690.17 & 690.53 SOLAR DC DISCONNECT WARNING ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION PHOTOVOLTAIC POWER SOURCE DC DISCONNECT RATED MAXIMUM POWER POINT CURRENT (IMP) 8.59 A RATED MAXIMUM POWER POINT CURRENT (VMP) 30.3 A MAXIMUM SYSTEM VOLTAGE (VOC) 37.7 V SHORT CIRCUIT CURRENT (ISC) 9.09 A DERATE OF MAIN BREAKER DUE TO SOLAR MAIN BREAKER DE -RATED DUE TO SOLAR CIRCUITS AMPS MAX ALLOWED DO NOT UPGRADE NOTE: SIGNAGE CHARACTERISTICS - MIN. 3/8, REFLECTIVE, WHITE, ARIAL, ALL CAPITAL LETTERING ON RED BACKGROUND MADE OF WEATHER RESISTANT MATERIAL. AC DISCONNECT AND ANY LOAD CENTERS (COMBINER PANEL) PER 690.17(E) & 705.12 SOLAR AC DISCONNECT PHOTOVOLTAIC AC DISCONNECT RATED AC OUTPUT CURRENT: 39.6 A NOM. OPERATING AC VOLTAGE: 240 V o WARNING ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE UNE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION INVERTER OUTPUT CONNECTION (SOLAR BREAKER) AT MAIN SERVICE PANEL PER 705.12 WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENTDEVICE CITY OF LA QUINTA BUILDING & SAFETY DEPT. -APPROVED R CONSTRUCTION MAIN SERVICE PANEL SIGNAGE (INSTALLED ON THE FACE OF THE SERVICE METER) DATE PER 690.54, 690.56(B) & 705.10 NOTE: Roofline Placard not needed unless PV disconnect is not at same location as Main Service CAUTION: SOLAR ELECTRICAL SYSTEM CONNECTED " \ �� � "ICY" � • �`7� '"( PHOTOVOLTAIC POWER SOURCE RATED AC OUTPUT: 39.6 A NOM. OPERATING AC VOLTAGE: 240 V ra e�tQ.� w\� �la�•,°near.•••/t, yi ody E. Oram a 0 <30 t: �. '`• 9737 ,`O ��• �j m (n CU U N rn C O N a -i W °' o Q v amiU Ln ai u p S v Q r v LnCf Y i2 m Q1J r, o� M v �o v U C, N 2 u o n u O `.i u c V, of LD c W LnY Z Co � >_ 2 ^ m' > > m Z WW Z � J J UJ Ln J J V N N J E z u SHEET NAME: W to Q Z 0 V1 (SHEET I NUMBER: rq V4 J D EVERY 10' AND WITHIN V OF ELBOWS 8 STRING -INVERTER SYSTEMS 10 STRING -INVERTER SYSTEMS 1 ) CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED G1 R`yOG Property of Vivint Solar — MAIN BREAKER DE -RATED DUE TO SOLAR CIRCUITS AMPS MAX ALLOWED 2 DO NOT UPGRADE _ Property of Vivint Solar — PHOTOVOLTAIC POWER SOURCE 7 of Vivint Solar 3 ED AC OUTPUT: 39.6 A RATED '`. NOM. OPERATING AC VOLTAGE: 240 V \ WARNING 4 INVERTER OUTPUT CONNECTION ,r' DO NOT RELOCATE OVERCURRENT DEVICE r ` PHOTOVOLTAIC 5 w AC DISCONNECT 12 11) ( 7 ROOFTOP ARRAY (10) ( 6 5 E 7 G1 R`yOG Property of Vivint Solar OG spy.. SOLAR 8 _J() INVERTERS OA.. F ELECTRICAL SHOCK HAZARD. 0 DO NOT TOUCH TERMINALS. TERMINALS 7 DC s`•, DISCONNECT '`. INSIDE \ RATED MAXIMUM POWER POINT CURRENT (VMP) 30.3 A r (MAYBE ON ROOFTOP JUNCTION ' O '' INTEGRATED WITH ARRAY) _— BOX O WARNING 5 E 5 �t5 _ .1, � n8--, 1 COMBINER rri VISIBLE/LOCKABLE VIVINT SOLAR METER VISIBLE/LOCKABLE PANEL A/C DISCONNECT (WHERE REQUIRED) (WHERE REQUIRED) A/C DISCONNECT TYPICAL SOLAR GENERATION INSTALLATION C-4 (NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) --- Ill, *w, '*� SUB PANEL (WHEN REQUIRED) ) INSIDE PANEL THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURRFNT(DC) CONDUrE ALL STICKER DESCRIBED HERIN SHALL BE MADE OF A WEATHER PROOF ADHESIVE, THEY SHALL BE REFLECTIVE, RFACE-WAYS. CABLE ASSEMBLIES. JUNCTION BOXES. COMBINER BOXES. AND DISCONNECTS TO ALERT THNCLOSURES. E FlRE SERVICETO AVOID CUTTING THEM. MARKINGS SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT OUS MWITH 1 FOOT (305 THEY SHALL CONTAIN NO SMALLER THAN 3/8" WHITE ARIAL FONT TEXT, AND HAVE A RED BACKGROUND MM) OF TURNS OR BENDS AND WITHIN I FOOT (305 MM). ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES. WALLS OR BARRIERS IF APPLICABLE DISCONNECT PANEL 4 INSIDE PANEL n UY N m C U N H 9mLn v Q w ar u a w a, A y o c Q Ln LL 4 I" J CID V 0 c s v U Ol N _ � o v w O� U cc rZ u g IV O U c Z m ^ Y o > z m z W W Z .4- J J WIn U_ rO NIn J z z U v1 SHEET NAME: as z Z W w m g3 SHEET NUMBER: O v4 J G PHOTOVOLTAIC DISCONNECT ' Property of Vivint Solar RATED AC OUTPUT CURRENT: 39.6 A NOM. OPERATING AC VOLTAGE: 240 V _J() WARNING ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS 7 ON BOTH THE LINE AND LOAD SIDES r MAY BE ENERGIZED IN THE OPEN POSITION A`""� Property of Vivint Solar \ RATED MAXIMUM POWER POINT CURRENT (VMP) 30.3 A p CAUTION: SOLAR CIRCUIT Q Property of Vivint Solar „-s` WARNING ELECTRICAL SHOCK HAZARD 9 - IF A GROUND FAULT IS INDICATED " f NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED 5 �t5 _ .1, � n8--, 1 COMBINER rri VISIBLE/LOCKABLE VIVINT SOLAR METER VISIBLE/LOCKABLE PANEL A/C DISCONNECT (WHERE REQUIRED) (WHERE REQUIRED) A/C DISCONNECT TYPICAL SOLAR GENERATION INSTALLATION C-4 (NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) --- Ill, *w, '*� SUB PANEL (WHEN REQUIRED) ) INSIDE PANEL THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURRFNT(DC) CONDUrE ALL STICKER DESCRIBED HERIN SHALL BE MADE OF A WEATHER PROOF ADHESIVE, THEY SHALL BE REFLECTIVE, RFACE-WAYS. CABLE ASSEMBLIES. JUNCTION BOXES. COMBINER BOXES. AND DISCONNECTS TO ALERT THNCLOSURES. E FlRE SERVICETO AVOID CUTTING THEM. MARKINGS SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT OUS MWITH 1 FOOT (305 THEY SHALL CONTAIN NO SMALLER THAN 3/8" WHITE ARIAL FONT TEXT, AND HAVE A RED BACKGROUND MM) OF TURNS OR BENDS AND WITHIN I FOOT (305 MM). ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES. WALLS OR BARRIERS IF APPLICABLE DISCONNECT PANEL 4 INSIDE PANEL n UY N m C U N H 9mLn v Q w ar u a w a, A y o c Q Ln LL 4 I" J CID V 0 c s v U Ol N _ � o v w O� U cc rZ u g IV O U c Z m ^ Y o > z m z W W Z .4- J J WIn U_ rO NIn J z z U v1 SHEET NAME: as z Z W w m g3 SHEET NUMBER: O v4 J G ELECTRICAL SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED _J() 11 SOLAR DC DISCONNECT Property of Vivint Solar SOLAR DC DISCONNECT 11 Property of Vivint So PHOTOVOLTAIC POWER SOURCE DC DISCONNECT A`""� RATED MAXIMUM POWER POINT CURRENT (IMP) 8.59 A 12 J RATED MAXIMUM POWER POINT CURRENT (VMP) 30.3 A MAXIMUM SYSTEM VOLTAGE (VOC) 37.7 V SHORT CIRCUIT CURRENT (ISC) 9.09 A „-s` Pro a of Vivint Solar SITE PLAN PLACARD SHOWING ADDITIONAL POWER 13 SOURCE AND DISCONNECT LOCATIONS. PLACARD SHALL BE MOUNTED ON EXTERIOR OF ELECTRICAL 5 �t5 _ .1, � n8--, 1 COMBINER rri VISIBLE/LOCKABLE VIVINT SOLAR METER VISIBLE/LOCKABLE PANEL A/C DISCONNECT (WHERE REQUIRED) (WHERE REQUIRED) A/C DISCONNECT TYPICAL SOLAR GENERATION INSTALLATION C-4 (NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) --- Ill, *w, '*� SUB PANEL (WHEN REQUIRED) ) INSIDE PANEL THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURRFNT(DC) CONDUrE ALL STICKER DESCRIBED HERIN SHALL BE MADE OF A WEATHER PROOF ADHESIVE, THEY SHALL BE REFLECTIVE, RFACE-WAYS. CABLE ASSEMBLIES. JUNCTION BOXES. COMBINER BOXES. AND DISCONNECTS TO ALERT THNCLOSURES. E FlRE SERVICETO AVOID CUTTING THEM. MARKINGS SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT OUS MWITH 1 FOOT (305 THEY SHALL CONTAIN NO SMALLER THAN 3/8" WHITE ARIAL FONT TEXT, AND HAVE A RED BACKGROUND MM) OF TURNS OR BENDS AND WITHIN I FOOT (305 MM). ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES. WALLS OR BARRIERS IF APPLICABLE DISCONNECT PANEL 4 INSIDE PANEL n UY N m C U N H 9mLn v Q w ar u a w a, A y o c Q Ln LL 4 I" J CID V 0 c s v U Ol N _ � o v w O� U cc rZ u g IV O U c Z m ^ Y o > z m z W W Z .4- J J WIn U_ rO NIn J z z U v1 SHEET NAME: as z Z W w m g3 SHEET NUMBER: O v4 J G CITY OF LA QUINTA 13 BUILDING & SAFETY DEPT. ti APPROVED STRUCTION FO'��-. 3 7 „-s` 6 n6 2 : 2. 5 �t5 _ .1, � n8--, 1 COMBINER rri VISIBLE/LOCKABLE VIVINT SOLAR METER VISIBLE/LOCKABLE PANEL A/C DISCONNECT (WHERE REQUIRED) (WHERE REQUIRED) A/C DISCONNECT TYPICAL SOLAR GENERATION INSTALLATION C-4 (NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) --- Ill, *w, '*� SUB PANEL (WHEN REQUIRED) ) INSIDE PANEL THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURRFNT(DC) CONDUrE ALL STICKER DESCRIBED HERIN SHALL BE MADE OF A WEATHER PROOF ADHESIVE, THEY SHALL BE REFLECTIVE, RFACE-WAYS. CABLE ASSEMBLIES. JUNCTION BOXES. COMBINER BOXES. AND DISCONNECTS TO ALERT THNCLOSURES. E FlRE SERVICETO AVOID CUTTING THEM. MARKINGS SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT OUS MWITH 1 FOOT (305 THEY SHALL CONTAIN NO SMALLER THAN 3/8" WHITE ARIAL FONT TEXT, AND HAVE A RED BACKGROUND MM) OF TURNS OR BENDS AND WITHIN I FOOT (305 MM). ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES. WALLS OR BARRIERS IF APPLICABLE DISCONNECT PANEL 4 INSIDE PANEL n UY N m C U N H 9mLn v Q w ar u a w a, A y o c Q Ln LL 4 I" J CID V 0 c s v U Ol N _ � o v w O� U cc rZ u g IV O U c Z m ^ Y o > z m z W W Z .4- J J WIn U_ rO NIn J z z U v1 SHEET NAME: as z Z W w m g3 SHEET NUMBER: O v4 J G POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN SOLAR MODULES WITH POWER OPTIMIZERS MOUNTED ON THE BACK OF EACH MODULE JUNCTION BOX LOCATED ON ROOFTOP PV INTERCONNECTION POINT LOCKABLE DISCONNECT SWITCH,& UTILITY METER LOCATION 79345 Desert Rock Ct vivint. s®9ar Structural Group Scott E. Wyssling, PE Senior Manager of Engineering February 17, 2016 Mr. Dan Rock, Project Manager Vivint Solaro' 3301 North Thanksgivii ig tJy�ite�r p QUI NTA Lehi, UT 84043 �r T� lJPV1 BUILDING &SAFETY DERTe: APPROVE® FOR CONSTRUCTION DATESL.14y Dear Mr. Rock: 3301 North Thanksgiving Way, Suite 500 Lehi, UT 84043 P: (801) 234-7050 scoff.wyssling@vivintsolar.com Structural Engineering Services Fisher Residence 79345 Desert Rock Ct, La Quinta CA S-4746549 10.14 kW Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of members for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Roof Section 1: Roof section is composed of assumed 2x6 dimensional lumber at 24" on center with supports 15' and 29' from the ridge. The attic space is finished and photos indicate that there was no access to visually inspect the size and condition of the roof members. • Roof Section 2: Roof section is composed of assumed 2x6 dimensional lumber at 24" on center. The attic space is finished and photos indicate that there was no access to visually inspect the size and condition of the roof members. All wood material utilized for the roof system is assumed to be Douglas -Fir #2 or better with standard construction components. The existing roofing material consists of clay tile shingles. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: A. Wind Uplift Loading 1. Calculations for uplift are based on ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, a wind speed of 130 mph based on Exposure Category C and 21 degree roof slopes on the dwelling areas. 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. vivint. � J ET Page 2of2 B. Loading Criteria 13 PSF = Dead Load (roofing/framing) 20 PSF = Live Load (ground snow load) 3 PSF = Dead Load (solar panels/mounting hardware) Total Dead Load = 16 PSF The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with the 2013 California Building Code. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing members will support the additional panel loading without damage, if installed correctly. C. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Mounting System Inc. Installation Manual", which can be found on the Mounting System Inc. website (usa.mounting- systems.info/en/solar-mounting-systems-company). If during solar panel installation, the roof framing members appear unstable or deflect non -uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 '/2' thick and mounted 4 1/2' off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6" above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 235 lbs/inch of penetration as identified in the Nation Design Standards (NDS) of timber construction specifications for Douglas -Fir assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 '/2', is less than the maximum allowable per connection and therefore is adequate. 4. Roof Section (1 and 2): Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every third roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than three (3) spaces or 72" o/c, whichever is less. 5. Panel support connections shall be staggered to distribute load to adjacent members. Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2013 California Building Code, current industry standards and practices, and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V truly yours, %%oft f-7 Scott E. Wysslin CA License No. vivi nt. a EJ, '� B T r ...nwu neo solar Structural Group 3301 North Thanksgiving Way, Suite 500 Lehi, UT 84043 P: (801) 234-7050 Scott E. wyssling, PE Head of Structural Engineering Structural Analysis Report scott.wyssling@vivintsolar.com Project Address Fisher Residence 79345 Desert Rock Ct La Quinta, CA Residence Roof Area 3000 ft2 Upper Floor Area 0 ft2 Lower floor Area 2500 ft2 Number of Stories 1 Type of Construction Wood -Framed with Rated shear panels Mean Roof height 15 ft Upper Floor height 0 ft Lower Floor height 10 ft Location Parameters Date: February 18, 2016 Latitude 33.841 HANKLO Longitude -117.85 Installed Area Site Class D �. 7 Risk Category II �Pj CIV%%, OF Cit�1f Seismic Parameters 1 SS = 1.50 g 0.2 sec Spectral Response Acceleration S1= 0.55 g 1.0 sec Spectral Response Acceleration Fa = 1.0. Site Coefficient from ASCE 7-10, Table 11.4-1 F„ = 1.5 Site Coefficient from ASCE 7-10, Table 11.4-2 SDS = 1.00 g Short Period Design Spectral Acceleration Sp, = 0.55 g 1 Second Period Design Spectral Acceleration Wind Parameters Wind Speed 130 mph Exposure Category C Roof Angle, Q 21.0 "deg Product Information Manufacturer Yingli Solar No. of Panels 39 Weight 3.00 psf including mounting system Installed Area 685.62 ft2 No. of Connectors 71 1 2012 IBC / 2013 CBC Section 3403.4 states: "Any existing lateral load -carrying structural element whose demand -capacity ratio with the addition considered more than 10 percent greater than its demand -capacity ratio with the additoin ignored shall be permitted to rerr unaltered." Sheet 1 of 5 woven osolar Existing Additional Total Gravity Loads Existing Structural Elements Carrying Gravity Load 2013 California Building Code Section 3404.3 Roof Dead Load 7 psf Clay Tile 2 psf 3/4" Plywood Sheathing 0.75 psf Roof Framing @ 24" o.c. 2 psf Ceiling, Mechanical, Electrical 1.25 psf Miscellaneous 13 psf TOTAL Floor Dead Load 7.5 psf Floor Finishes 3.3 psf 1 1/8" Subfloor Sheathing 3.4 psf Joists @ 16' o.c. 15 psf Partitions 3.6 psf Ceiling, Mechanical, Electrical below 1.2 psf Miscellaneous 34 psf TOTAL Roof Live Load 20 psf Reducible Floor Live Load 40 psf Reducible Roof Dead Load 3 psf Yingli Solar Roof Live Load with Solar Panels 0 psf Total Existing Roof Load = (DLRooF + LLRooF) AreaRooF = 99000 lbs Total New Roof Load = (DLRooF) AreaRooF+ (DLADD) AreaADD + (LLRooF) (AreaRooF - AreaADD) =101057 lbs Change in Demand = (Total New Roof Load - Existing Roof Load) / Existing Roof Load 2.08% Total New Gravity Loads increase by less than 5%. OK Sheet 2 of 5 wowonl s o l a r 0 Base Shear Calculations 2012 IBC / 2013 CBC 3404.4 Site Class = D Risk Category = II SDs = 1.00 SDI = 0.55 Lateral force resisting system: Wood -Framed with Rated shear panels R,, = 6 1/2 from ASCE 7-10, Table. 12.2-1 I = 1.0 h = 15.0 ft Mean Roof Height - C, = 0.02 from ASCE 7-10, Table 12.8-2 x = 0.75 from ASCE 7-10, Table 12.8-2 T,, = Ch,,' = 0.152 sec Approximate Fundamental Period, ASCE 7-10, Equation 12.8-7 WExISTRJc = 124.00 kip Approximate mass of building WNEw = 126.06 kip Approximate mass of building and solar panels Base Shear = SDR I W= 0.154 x W ASCE 7-10, Equation 12.8-2 Max Base Shear = T x R W= 0.556 x W ASCE 7-10, Equation 12.8-3 Min Base Shear = .044 SDs x I (>_ 0.01) x W 0.044 x W ASCE 7-10, Equation 12.8-5 Cs = 0.154 Static Base Shear, Vz = 19.08 kip Existing 19.39 kip New 1.66% increase INCREASE IS LESS THAN 10% - OK Sheet 3 of 5 Vivi nt. s (J a r Existing New Vertical Distribution of Seismic Forces 2012 IBC / 2013 CBC 3403.4 k = 1.00 Structural Period Exponent from ASCE 7-10 Section 12.8.3 V = 19.08 kip V = 19.39 kip Weight Story k w; hi Diaphragm Force Story Level Height, hx h; (ft) w; h; Force (kip) ( P) S(w; h,k) (kip) (ft) (kiD) Roof 39.00 15 25 975 0.534 10.19 10.19 Upper 0.00 0 10 0 0.000 0.00 10.19 Lower 85.00 10 10 850 0.466 8.89 19.08 SF 124.00 25 1825 1.000 19.08 V = 19.39 kip Demand Increases Level Diaphrag Story m Force . Force (ldp) Roof 4.09% 4.09% INCREASE IS LESS THAN 10% - OK Upper -- -- Lower -1.13% 1.66% NET DECREASE IN SEISNHC LOAD - OK Sheet 4 of 5 Zvi 6 V hl so l a r Weight Jto K'� h k Diaphragm Force Story Level Heighryha h; (ft) �vi h•k Force (kip) S(w; h; `) P) (ft) MD) Roof 41.06 15 25 1026 0.547 10.61 10.61 Upper 0.00 0 10 0 0.000 0.00 10.61 Lower 85.00 10 10 850 0.453 8.78 19.39 SF 126.06 25 1876 1.000 19.39 Demand Increases Level Diaphrag Story m Force . Force (ldp) Roof 4.09% 4.09% INCREASE IS LESS THAN 10% - OK Upper -- -- Lower -1.13% 1.66% NET DECREASE IN SEISNHC LOAD - OK Sheet 4 of 5 Zvi 6 V hl so l a r Wind Uplift Simplified Procedure for Componenets and Cladding ASCE 7-10, Section 30.5 V = 130 Basic Wind Speed Exposure C ASCE 7-10, Section 26.7 1= 1.21 Adjustment Factor for building height, ASCE 7-10, Figure 30.5-1 K. = 1 Topographic Factor, ASCE 7-10, Section 26.8.2 Roof Zone 2 As shown in ASCE 7-10, Figure 30.5-1 Roof Q = 21 deg Apanel = 685.62 ftZ Atrib = 9.66 ft2 Panel Area tributary to each roof anchor Prt.t3o = 38 psf Net Wind Design Pressure, ASCE 7-10, Figure 30.5-1 Pnet = lKztPnet3o = 46 psf Design Wind Uplift Pressure, ASCE 7-10, Equation 30.5-1 Pnet = 16 psf Minimum Design Wind Pressure, ASCE 7-10, Section 30.2.2 Use 46 psf Connection to Existing Roof Framing F.S. = 1 Additional Factor of Safety applied to withdrawl force, if desired Atrib = 9.66 ft' DLPane1 = 3.00 psf W„Pii ft = 46 psf Piag = F.S. x Ahib x (0.6D - 0.6W) _ -249.0 lbs Withdrawl force for each roof anchor Connection Capacity db = 5/16 in Lag Screw diameter Dven = 2.50 in Lag Screw penetration into existing framing member Douglas Fir -Larch Species of wood framing Co = 1.6 Load Duration Factor for Wind Loading, NDS Table 2.3.2 Ct = 0.7 Temperature Factor, NDS Table 10.3.4 W= 266 lb/in Withdrawl Capacity, NDS Equation 11.2-1 W' = Co x Ct x W = 298 lb/in Adjusted withdrawl value Pauow = Dpen x W'= 745 lbs DEMAND = 249 lbs = 0.334 OK CAPACITY= 745 lbs Sheet 5 of 5 August 6, 2014 Mounting Systems, Inc. 820 Riverside Pkwy Sacramento, California 95606 TEL: (855) 731-9996 FAX: (916) 287-2269 Attn.: Mounting Systems, Inc. - Engineering Department Re: Engineering Certification for the Mounting Systems, Inc. 13/52 Rail Alpha+ System PZSE, Inc. -Structural Engineers has reviewed Mounting Systems, Inc.'s 13/52 rail span charts, rail allowable uplift wind force and performed rail component capacity check including L foot bracket, end clamp and mid - clamp. All information, data and analysis contained within the Mounting Systems, Inc. rail span charts are based on, and comply with Mounting Systems, Inc.'s Alpha Engineering and Technical Data and the following codes: I . Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-10 2. 2012 International Building Code, by International Code Council, Inc. 3. 2013 California Building Code, by California Building Standards Commission 4. 2010 Aluminum Design Manual, by The Aluminum Association 5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by ICC -ES Following are typical specifications for the connections to meet the above code requirements: Attachment Spacing: Mounting Systems, Inc. strongly recommends a maximum span of 8 feet, but in any case, not to exceed the maximum span indicated on the charts. Cantilever: Maximum cantilever length is L/3, where "L" is the span noted in the Span Chart Tables Clearance: 2" to 10" clear from top of roof to bottom of PV panel Roof Connection: Standing Seam Roof. 1. ASGU2AL clamp of Alpine SnowGuard with 3/8" stainless steel socket set screws. 2. Corrugated Bracket of EcoFasten Solar with # 12 x I %" roofing screws. 8150 Sierra College Boulevard, Suite 150 - Roseville, CA 95661 - 916.961.3960 P - 916.961.3965 - www.pzse.com 1 of 2 STRU(TURAtENGINEERS Composition Shingle Roof- 1. oof1. GreenFaste GFl of EcoFasten Solar(UER-0216) with 5/16" lag bolt. Tile Roof: 1. Tile Flashing System of EcoFasten Solar with 5/16" hex head lag screw. Corrugated Metal Roof: 1. CorruSlide System of EcoFasten Solar with 1/4"-140/8" blazer Flange VRT screws. This letter is to certify the mounting structures and roof attachment to the existing structural members. The requirements of the overall structure need to be in compliance: If you have any questions on the above, do not hesitate to call. Sincerely, Paul Zacher, SE - President 8150 Sierra College Boulevard, Suite .150 • Roseville, CA 95661 • 916.961.3960 P • 916.961.3965 6 www.pzse.com 2 of 2 YIN�IAR PROVEN PERFORMANCE AND VERSATILITY Our most popular product line, the YGE 60 Cell Series, is ideal for a broad range of applications. It is proven to perform in tens of thousands of projects across the Americas, from residential and commercial rooftops to ground - mounted solar farms. Crusted Partner Yingli is one of the world's largest solar module manufacturers with over 10 GW deployed wodcWde, and Yingli modules are trusted by leading energy providers and financial institutions in more than 85,000 prnjerts in the Americas. 16.0% "il— n,e,. C us More Energy per Watt MAXIMUM EFFICIENCY Yngli'modules delivecsuperior power output in a variety of temperature and irradiance conditions, and self-cleaning anti -reflective coated glass reduces soiling to help � 25 YEAR maximize power output. Performance is backed by our 25 -year linear warranty. LINEAR POWER WARRANTY Designed to Outlast Tested to the industry's most rigorous durability standards, Yingli modules are PID - resistant in conformance with IEC 62804 (drafq. To ensure reliable performance, Yingli 0_3% uses quality components such as DuPontT" Tedlar® PVF film -based backsheets. POWER TOLERANCE Best -In -Class Technical Support Yngli's locally -based engineering team is trained in system design and operations to provide field -support and value-added after sales services, including commissioning and field-testing support Our PV Testing Lab in California provides a resource for evaluating technical inquiries. Warranty Information Ten-year limited. product warranty. Industry leading 25 -year performance warranty adds value by guaranteeing power output on an annual basis, in compliance with our warranty terms and conditions. Performance Modeling For those interested in obtaining module performance modeling files for system energy yield simulation, please contact Yingli at simulation®yingliamericas.com. Qualifications & Certificates UL 1703 and UL 1703, CEC, FSEC, ISO 9001:2008, ISO 14001:2004, BS OHSAS 18001:2007, SA8000 "il— n,e,. C us A a eowu,am. YINGLISOLAR.COM ,�,o� WTED �, "no • � oxewxom�.mr TO1""'`A a up"owm I YGE 60CELL SERIES Powered by YINGLI ELECTRICAL PERFORMANCE low -ion tempered glens / 32mm Cell (quav*tY / material / dYnerelwn) 60 / en iserpmlrno siiic-/ 156mm x 156mm Module type athyhme vinyl a -tate (EVA) YL260P-29b YL25SP-29b YUSOP29b YL24SP.29b YL240P29b Poorer output Pm W 260 255 2$0 245 240 Posvar output t*I*ranaes 6p... % - .0 / a3 Modula efficiency qs. % 1&0 1&7 15.4 15.1 14.8 Voltage at p..s V. V 30.3 30.0 29.8 29.6 29.3 Currant at p- 6" A 8.59 6.49 - 839 &28 8.18 opar dreuit voltage V- V 37.7 37.7 37A 375 373 ShoKslradt current 1. A 9.09 9.01 &92 &83 &73 STC: IOM/rns Imdame, 2S'C cell temperable. AM 1.SG sp-b- acmrdlnq m EN 60904.3 Trrparveure Mrodlence YL26OP29b YL255P29b YL250P29b YL245P29b YL240P29b sC W/car W W W W W High Temperature Condition KM 75 1000 203.7 199.6 195.9 192.0 188.1 Nomhrd Operating Call Temperature NOCT 46 am 190A 186.9 163.2 179.5 1759 Low Temperature Condition LTC 15 S00 135.7 133.1 1305 127.9 125.3 Low Irradle ce Cond-din UC 2s 200 50.3 49.4 48.4 47.4 4" OPERATING CONDITIONS THERMAL CHARACTERISTICS Uld Inch (MM) Mae..V iso voltage 1000Voc Tematewee aawRelent of Pao %C -OA3 Max. rrfes fur rating ISA Tenweratu a cooffici nt of v %M 432 -3a:vii i9a v.2i 1.331 Limiting rewrr current 15A Ticrparebra eavAiderR of 4. 9LI'C OA4 Operating temperature farm* -40 to 185•F (d0 to WQ Temporise" caeffkient of V� %M 4142 O Men hsBuror s Impact (diamater / v lodty) 2Smm / 23m/s A CONSTRUCTION MATERIALS Fran cover (material / tfkb asO low -ion tempered glens / 32mm Cell (quav*tY / material / dYnerelwn) 60 / en iserpmlrno siiic-/ 156mm x 156mm Encapsulant (mraarle0 athyhme vinyl a -tate (EVA) Badaheat (material / oderl fluorep*rner based with EVA pr;ner / whim -blade Frame (material / calor► anod'aed aluminum / silver m blade Junction boa (Ingrese pretectlon rating) aIP65 Cable (lo gth / cros-Kiihmal arae) 1000mm / 4m ms Connector (type / Ingress pretectlon rating) MC4 / IP67 - Amphenol H4 / IP68 GENERAL CHARACTERISTICS Module dlmermon , (L / W / H) 643Tn(I6Wmn) /38.98* (990nm)/ /.38in ( 5mm) Module weight 40.80ss (16.%00 Number of modules per pallet 29 Number of pellets per 40' cantai or 20 packaging box dlmensbrts (L / W / H) Vin (I70omr) / 45in (1135mm) / 46in (1165mm) Packeubm Ixma welulll 12320m (561ft Fire cl ssllluttan type Type 1 and Type 2 ,&-ming: Read the Installation and User Manual in its entirety before handling, inntalling, and operating Ying0 modules. Yingli Green Energy Americas, Inc. info@yingliamericas.com Tel: +1 (888) 686-8820 YINGLISOLAR.COM j NYSE:YGE ®Ybng6 Green Energy Holding Co. Ltd. I YGF60CeJISeries2015_EN 201502_VOt c°haa��„� � .��.�..s.r�.r�r..� .�.rE� e�,v imrx..A....dc.�.wv a•m.cw.. auxww.Mn..q.n ra m.+wrewm pnwrase I L Lc TION A•A / YINlb LAR 0 ROCK -IT SYSTem Designed with the installer in mind. EcoFasten Solar specializes in solar roof attachments that are the easiest to install, most secure and cost- effective solutions for installers. EcoFasten offers a wide variety of standard products as well as custom solutions, for a one-stop source for all of your rooftop anchoring needs. Products are rigorously tested and approved above and beyond industry standards in-house and by third party agencies. EcoFasten's patented conical sealing system has been in service in the snow guard and solar industry for two decades. FeaTu res Fastest, easiest to level system on the market • ETL listed to UL SUB 2703 • Class A Fire rating with Type 1 modules • Integrated electrical bonding SYSTem comPonenTs ROCK -IT MOunT Array sKIrT • SIMPLE- only 3 components • Fixed wire management tray • North-South adjustability of up to 4' • Only one tool required (1/2" deep well socket) ROCK -IT COUPLInG D 11 <Q1 DEcoFasten Solar- EcoFasten Solar products are protected by the following U.S. Patents: 8,151,522 B2 8,153,700 B2 8,181,398 B2 8,166,713 B2 8,146,299 82 8,209,914 B2 8,245,454 B2 8,272,174 B2 8,225,557 B2 www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 ROCK -IT MounT ASsemBLY NOTe: ITems 1-12 SHIP assemBLeD 1 5/16"-18 x 1.5" Hex Flange Bolt 300 Series SS 2 Rock -It Mid -Clamp 6005A -T5 3 Compression Spring 300 Series SS 4 Tie Plate 6005A -T5 AL 5 Rock -It Shelf 6005A -T5 AL 6 Flange Level- Nut 300 Series SS 7 Packaging 0 -Ring (Remove Prior to Installation) 8 Rock -It Pedestal 6005A -T5 AL 9 3/8" ID Star Lock Washer 300 Series SS 10 3/8"-16 Hex Tap Bolt 300 Series SS 11 5/16"-18 x .375' Hex Flange Bolt 300 Series SS 12 Rock -It -Slide 6005A -T5 AL 13 5/16" ID EPDM Bonded Washer 300 Series SS 14 5/16"x 4" 1 lex Lag Screw or 5/16"-18 X 1.50" Hex Bolt 300 Series SS ROCK -IT COUPLInG ASSeMBLY NOTe: ITems 1-4 SHIP aSSemBLeD 1 5/16"-18 x 1.5" Hex Flange Bolt 300 Series SS 2 Rock -It Coupling Mid Clamp 6005A -T5 AL 3 Compression Spring 300 Series SS 4 Rock -It Coupling Shelf 6005A -T5 AL www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 ,gray LaYOUT Find the required -structural attachment points. Mark these using a vertical (N -S) chalk line on the center of the rafters. Spacing may vary depending upon project specific structural requirements; i.e. high snow and wind load areas may require lesser bracket spacing in the E -W axis vs. the maximum spacing. Max spacing is 48" for portrait orientation and 72" for landscape orientation. Consult project layout diagram for project specific bracket spacing on the roof. Install Rock -It Mounts to predetermined mount spacing. • The array skirt sections are the width of a typical 60 cell module - use the array skirt as a guide to lay out module placement. Note: The distance between the rows of mounts is calculated by the module dimension N -S plus 1 3/8" (35mm). Lag screw should be Installed as close to center of exposed shingle as possible. GreenFasTen FLaSHinG insTaLL 1 Locate the rafters and snap horizontal and vertical lines to mark the installation position for each GreenFasten flashing. 2 Drill a pilot hole (1 /4" diameter) for the lag bolt. Backfill with sealant. Eco Fasten Solar recommends an EPDM mastic. 3 Insert the flashing so the top part.is under the next row of shingles and pushed far enough up slope to prevent water infiltration through vertical joint in shingles. The leading edge of flashing must butt against upper row of nails to prevent turning when torqued. 4 Line up pilot hole with GreenFasten flashing hole. Insert the lag bolt through the EPDM bonded washer, the Rock -It slide, the gasketed hole in the flashing and into the rafter. Torque: The range is between 100-140 torque inch -pounds depending on the type of wood and time of year. The visual indicator for proper torque is when the EPDM on the underside of the bonded washer begins to push out the sides as the washer compresses. If using an impact wrench to install the fasteners be careful not to over torque the fastener. You may need to stop and use a ratchet to finish the install. www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 ROCK -IT SYSTem inSTaLL ROCK -IT SYSTEM' 1 Install EcoFasten Solar Flashing with Rock -It Mounts Follow GreenFasten Install instructions for flashing and bracket install on composition shingle roofs. Optimum vertical distance between lag bolts is 13/8" plus module dimension. Set mounts on eave most row so that the Rock -It Pedestal Is on the South end of Rack -It Slide. (ex. image 1) Set mounts on all upper rows so that the Rock -It Pedestal is on the North end of Rock -it Slide. (ex. image 6) 2 Install Array Skirt to Eave Mounts • Install array skirt starting on west side of array and move east. 3-4 Attach Couplings to Array Skirt Tighten the west most array skirt bolt on coupling first. When tightening the east bolt the array skirt sections will be drawn together. 5 Align and Straighten First Row of the Rock -It System with Array Skirt Use North-South adjustment of the Rock -It pedestal to straighten array skirt. Tighten screw on side of Rock -It Pedestal to secure it to the Rock -It Slide. Adjust Flange Level Nut to level the system (optional - can be leveled duri-ig or after installation) 6_7 Install 1 st Row of PV Modules Slide Rock -It Mounts that are upslope down to engage top of first module. Note: Make sure cable tray is facing upslope. Torque 1 st and 2nd row of mid -clamps on Rock -It Mounts and Rock -It Couplings to 150 in -lbs. Note: Torque setting may vary according to module manufacturer. 8_9 Install Balance of PV Modules Secure wire and electrical components in built in wire tray on Rock -It Mounts and Couplings. Install next row of panels and torque mid -clamps to secure modules. Repeat install for all remaining rows of modules. 10 Level the Rock -It System • When assembly is complete, level the entire system by adjusting Flange Level Nuts. www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 I,GrounDInG LUG InsTaLL Necessary Components: - Burndy CL50-1 TN Ground Lug (UL Listing #KDER.E9999) - 14 AWG - 4 AWG Copper Ground Wire - 8-32 x 0.5" Serrated Flange Head Bolt (300 Series SS) - 8-32 Serrated Flange Nut (300 Series SS) - 11 /32" and 1/4" wrenches or ratchets/sockets 1 The Ground Lug is installed into the T slot on the Rock -It Mount. 2 Slide the Flange Head Bolt on the Ground Lug into T slot on Rock -It Mount. 3 Tighten Flange Nut/Bolt. 4 Place wire in Ground Lug channel and tighten set screw to complete assembly. lBonDinG AssemBLY anD BonDinG PATH Bond Path Grounding Lug - Equipment.Grounding Conductor (EGC)- gencragy to earthgramd Rock -It Coupling Rock -It Mount Integrated Bonding . www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 HermaL ExPansion anD BonDinG A thermal expansion gap is required per each continuous 100' length of modules. Omit a coupling and leave a 2" gap in the array skirt and also between the modules at that point. BracKeT sPacinG Portrait Orientation — Bond Path © Grounding Lug �— Equlpmant,Grounding Conductoc(EGC), seneraly to unh gtWnd m Rack•ItCoupling' • Rock•It Mount Landscape Orientation Maximum bracket spacing in Maximum bracket spacing in portrait orientation is 48" OC. landscape orientation is 72" OC. Spacing may vary depending upon project specific structural requirements; i.e. high snow and wind load areas may require lesser spacing E -W than the maximum. sTaGGereD LayOUT I canTlLever anD oFFseT Staggered Mounting Points Q Rock -It Mount Rock -It Coupling Cantilever: Maximum cantilever is 2S% of module width. For portrait orientation installations, check layout prior to installing. The array layout instructions in this installation manual offer a general overview of layout. Periodically, due to a variety of Offset: Offset from all roof edges depends on wind speed, snow factors (roof obstacles, shading, etc.) other layouts are required. loads, local fire and building codes per location www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 `ROCK -IT SYSTED, ' ROCK -IT SYSTem • Fastest, easiest to level system on the market SIMPLE- only 3 components • ETL listed to UL SUB 2703 Fixed wire management tray • Class A Fire rating with Type 1 modules North-South adjustability of up to 4" • Integrated electrical bonding Only one tool required (1 /2" deep well socket) Max No. of Panels 300 Modules per ground lug Materials 300 Series Stainless, 6000 Series Aluminum Max System Voltage 1000VDC Coating Black Andodization/Mill Finish Class A Fire Rating With UL 1703 Type 1 Rated Lug Specifications Burndy CL50-1TN Ground Lug Modules (UL Listing #KDER E9999) Leveling Range 3-4" Ground Wire 14 AWG- 4 AWG Copper Per above Lug spec. Grounc Wire Rock -It Slide Range 4" Max Module Size 64.96"(1650mm) x 39.05"(992mm) x 2"(50mm) Min/Max Roof Slope 5:12/12:12 Max Downforce/Uplift Rating 45 PSF Max Anchor Spacing 72" Rock -It Mount Load Rating 547lbs with Single 5/16" Lag 3.0 Safety Factor Skirt Box QTY 6 units Slide Fastening Hole 5/16" diameter Mount Box QTY 12 units Module Cantilever Lesser of 25% Width, or Module Installation Manual Coupling Box QTY 12 units Warranty 10 Year Material �77� ship Codes: National Electric Code, ANSI/NFPA 70, NEC 250, NEC 690, IRC, IBC Standards: UL 2703, UL 1703 ER ft, �.US U- Eco Falsten� Solar (,!ffl Nt www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 solar @.: SolarEdge Single Phas For North America SE3000A-US / SE380OA-US / SE5000i SE760OA-US / SE10000A-US / SE11401 .,a,;- ,i .r . I 7- .N The best choice for SolarEdge enabled systems Integrated arc fault protection (Type 1) for NEC 2011 690.11 compliance Superior efficiency (98%) Small, lightweight and easy to install on provided bracket Built-in module -level monitoring Internet connection through Ethernet or Wireless — Outdoor and indoor installation — Fixed voltage inverter, DC/AC conversion only — Pre -assembled Safety Switch for faster installation — Optional — revenue grade data, ANSI 012.1 USA • GERM ANY -ITALY-FRANCE-JAPAN -CI,:NA-AUSTRALIA I-IF..NEIIIERLANOS ISRAEL www.solaredge.us solar=@oSingle Phase Invertersfor North America SE3000A-US/SE380OA-US/SE5000A-US/SE600DA-USI SE7600A-US/SE10000A-US/SE11400A-US OUTPUT Nominal AC Power Output SE3000A-USjSE3800A-US L SES000A-US iSE6000A-USjSE760OA-US i SE10000A-US I SE1140CA-US 3000 38M 5000 6000 1 7600 100,0,0@ 240V 11400 Saoo @ 2oaw ! losoo @ 1-1 VA Max. AC Power Output 3300 4150 1 6000 8350 @ 12000 VA 5450 ,@240V 4 10950 �° Z40V AC Output Voltage Min: Nom: Max.W ) 183 - 208 - 229 Vac f AC Output Voltage Min: Nom: Max.1�1 - 211- 2.40 - 264 Vac AC Frequency Min. -Nom. -Max.(" 59.3 - 60 - 60.5 (with HI country setting 57 - 60 - 60.5) H: Max. Continuous Output Current 12.5 16 24 @ 208V 2532 I 48 @ 20aV 47.5 A 1 21 240V GFDI Threshold ................... ....................42 1 A Utility Monilortng, Islanding Protection, Count Configurable Thresholds Yes - .- ryCon -...� Yes .- INPUT ... _ - - -- - -- ---- - - - _ _ __ _ Recommended Max. DC Powerl'I y ( ` ` ' (STC) 3750 4750 6250 1500 9500 12400 14250 W Transformer -less, Ungrounded Yes Max. Input Voltage 500 Vdc Nom. DC Input Voltage 325 @ 206 j350 @ 240V Vdc Max. Input Currentlt' 16.5 @ 208V 33 @ 208V 9.5 13 111 21 34", Adc I 15.5 (� 240V 30 5 (?I X4UV Max. Input Short Circuit Current 45 Adc_ Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 600k.r Sensitivity Maximum Inverter Efficiency 97.7 98.2 98.3 1 98.3 98 98 s 98 % CEC Weighted Efficiency 975 98 97.5 @ 208V 1 975 I 97.5 I 97 @ Z08V i 97.5 % 98, @ 240V 97.5 �hi:240V _ n Nighttimc Power Cansumptio < 2.5 - L < 4 _W - ADDITIONAL FEATURES r` _ Supported Communication Interfaces T RS49S, RS232, Ethernet, ZlgBee (optional) Revenue Grade Data, ANSI C12.1 Optional"' Rapid Shutdown - NEC_2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed61 _ _ _ STANDARD COMPLIANCE -� -i r-~ - Safety - U1174.1, U116998, U11998 , CSA 22,2 Grid Connection Standards IEEE1547 Emissions _ _ - FCC partl_5 class INSTALLATION SPECIFICATIONS _0 _ - _ _ _ AC output conduit size/ AWG range 3/4" minimum / 16-6 AWG 3 3/4" minimum / 8.3 AWG DC Input conduit size / 0 of strings If 1 3/4" minimum / 1-2 strings / 16-6 AWG 3/4" minimum / 1-2 strings / 14-6 AWG r AVJGa ran e R r , Dimensions with Safety Switch 30.5 x_12.5 xJ IF 305 x 125 is 7:5 % / in / (NxWxOJ 775 r -3}S -x li'2 30.5 x 12.5 x ID.5 /775.x 315 x 260 775 x 315x191 r mm Weight with Safety Switch ( 51_.2:/ 23:2 51.7-% 24.7 88 A/ 40.1 lb/kg Cooling Natural Convection Fans (user replaceable) Noise <25 <50 I daA Min. -Max. Operating Temperature -13 to +140 / -25 to +60 (-40 to +60 version available"') 'F /'C Range Protection Rating , NEMA 3R For other regional settings please contact SolarEdge support i'� 6kW and lower. limiteJ to 13S%of AC pnwer: 7 r61sW and hlgneraimlted to 125%for locattons when tfie yrady areage Mgh temperature is above 711/25'C and to 135%for localiona whero Il fs 6e1nw TTF/75'C Fordetafled information, refer to Into UWww-w1irc,Mr.w(Illo✓nJtt/lrwnrsle do rwmanim yuide.odf A higher curferd source may be used; the inverter will limit its Input current to the values stated "' xevrnue grade inverter P/N: 5ExxxxA-USff00NNRZ ta' Repld shutdown kit P/N: SEI000-RSD-Sl 161 -40 venien P/N: SExwA-USIl00NN1.14 solar=es SolarEdge Power Optimizer Module Add -On For North America P300 / P400 / P405 PV power optimization at the module -level — Up to 25% more energy — Superior efficiency (99.5%) — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization Fast installation with a single bolt — Next generation maintenance with module -level monitoring — Module -level voltage shutdown for installer and firefighter safety USA - GERMANY - irALY • FRANCE - JAPAN - ChINA - ;SRAE! - AUSf:RALIA www.solaredge.us 1 so I a r' • SolarEdge Power Optimizer Module Add -On for North America P300 / P400 / P405 P300 P400 t P405 - r I (for 60 cell modules_ _ i 72 & 96 -cell madufes) (for thin film modulesl INPUT --- . —� Rated Input DC Powers' I 30.0 1 400 405 W Absolute Maximum Input Voltage I 48 80 125 I vdc (Voc at lowest temperature) (Power Optimizers) t 8 MPPT Operating Range 8-48 8 -80 12.5. 105 Vdc Maximum Short Circuit Current (Isc) 10 Adc Maximum DC Input Current 12.S Adc Maximum Efficiency f 99.5 % Weighted Efficiency 98:8 % Yes "I It Is nota 11—d to mlx P405 with P300/P400/P600/P700 in one string OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING S_OLARE_DGE INVERTER) T T Maximum Output Current 15 i Adc Maximum Output Voltage _ _ _ _ 60 j 85 _ _ ^ _ _ _; _Vdc OUTPUT DURING_STANDBY (POWER_ OPTIMIZER DISCONNECTED FROM SO_LAREDG_ E_IN_VE_RTER OR S_ OLAR_E_DGE INVERTER OFF) Safety OutpuC_VP ltage per Power Optimize 1 1 V STANDAR_ D COMPLIANCE EMC W t ___ ' w FCC Part15 Class B, 1 C 1000-6-2, IEC61000_-6-3 Safety IEC62109-1(class 11 safety), UL1741 RoHS _ _ _ i _ _ Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage + 1000 ) Vdc Pxxx-2 seriesr , 141 x 21.2 x 40.5_ 15.55 x 8.34 x 1.5.9 1 mm / in Dimensions( WxLxH ) Pxxx-5 series 128x152x27.5/ 1213x151x.35 I+ 128x152x48/ I I mm/in 5 x 5.97 x 1.08 5 x5.97. x:1.37, I 5 x 5.97 x 1.89 1 Pxxx-2 series Weight (including cables) : I 91012.1 gr / Ib Pxxx-5 series 77011.7 i 930 / 2.05 ! 930/2.05 I gr / ib Input Connector Output Wire Type/ Connector ) Output Wire Length ' Operating Temperature Range Protection Rating 1 Pxxx-2 series Pxxx-5 series Relative Humidity nI Rated STC power of tie module. Mudule of up to tj%power tolerance allowed. MC4 Compatible Double Insulated; Amphenol 0.95/3.0 1 1.2/3.9 .40 - +85 / -40 - +185 IP65 / NEMA4 IP68 / NEMA6P 0-100 PV SYSTEM DESIGN USING A SOLAREDGE INVERTER") SINGLE PHASE THREE PHASE 208V tt Minimum String Length I (Power Optimizers) t 8 10 Maximum String Length (Power Optimizers) 1 25 25 Maximum Power per String 5250 6000 Parallel Strings of Different Lengths or Orientations Yes "I It Is nota 11—d to mlx P405 with P300/P400/P600/P700 in one string I I m/ft I 'C/'F THREE PHASE 480V 18 I 50 s 12750 W RAIN 0 13USTER (nil Warranty Oletirp UHra Flexible Roof Tile Adhesive/Sealant Pmveaft Roof Leaks and Broken Me ROOF TILE I SHINGLES I SHEET METAL) FLASHING 1 VENTS I GUTTERS 1 TRIM I NEW CONSTRUCTION I REPAIRS Roofs are on the front line in preventing water intrusion p High -Grade Polyurethane Formulation and are subjected to the most extreme wind and weather R Permanently Secures Roof Tile conditions. To prevent roof damage and leaks, an adhesive/ Non -Shrinking; Permanently Flexible sealant must be a standout performer. RainBuster 850 Ultra -Flexible Roof Tiler Adhesive/Sealant is specified by b UV Resistant; Flexes to Prevent Broken Tiles leading builders and trusted by quality -minded contractors. I> Withstands Extreme Wind, and Foot Traffic to prevent roof leaks. Unlike traditional roofing, cements D Seals Roofing Joints including Flashing and mastics, RainBuster 850 offers a high-grade polyurethane p Withstands Extreme Weather & Temperature formulation, permanent flexibility and powerful adhesion. P Non -Sag to Prevent Tile Slip When used as a roof tile adhesive, RainBuster 850 shines D Adheres to Damp Surfaces as it flexes with hurricane force wind uplift, foot traffic, and D Paintable (See Painting Section) seismic activity to prevent broken tiles. When applied to D Non -Flammable flashing, vents and gutters, RainBuster 850 permanently D VOC, CARB, and AOMD Compliant seals joints to effectively divert water away from the home. D Lifetime Warranty The Ultimate Roof Tile iK•I� Rrt:i ta�tl. anil 0 it1�s) tX*V";, *. W V > & ❑ : W -&i 3 siX��41 �O : Q 0 BUSTER RAIN' BUSTER DESCRIPTION RainBuster 850 Ultra -Flexible Roof Tile Adhesive/Sealant is the high quality standard in the prevention of roof leaks. Its technologically advanced polyurethane formu- lation has been specifically designed to provide roofing application solutions. RainBuster 850 performs equally well when used as a the adhesive or as a sealant on flashing, vents, and other roof penetrations. RainBuster 850 is ideal for specifying as a multi -use roofing adhe- sive/sealant. it is Ideal for both new construction and repairs. PACKAGING, SHELF LIFE & STORAGE RainBuster 850 Ultra -Flexible Roof Tile Adhesive/ Sealant is available in standard 300 ml cartridges (packaged 24 per case) and 592 ml sausage tubes (packaged 12 per case). The shelf life is 12 months. Store in a cool, dry place below 80°F for maximum shelf life. AVAILABILITYAND COST RainBuster 850 Ultra -Flexible Roof Tile Adhesive/ Sealant is competitively priced and widely available. Please contact Top Industrial, Inc. at 800-473-1617 or see www.topindustrial.com for a supplier nearest you. AUTHORIZATIONS Meets or exceeds: ASTM C920 Type S, Grade NS, Class 35, use NT,, A and M Federal Specification TT -S -00230C (COM-NBS) Type II, Class A Canadian Specification CAN/CGSB-19,13-M87 ENVIRONMENTALLY FRIENDLY • Qualifies for LEED Credit from U.S. Green Building Council: l pt EQ Credit 4.13 • Qualifies for NAHB Green Build Credits: 5 pts Global Impact Credit 7.1.3 • VOC Compliant under AQMD and CARB LIFETIME WARRANTY Top Industrial warrants this adhesive to perform as described on its package and associated data sheet for a period of 100 years from the date of purchase. See next page for further warranty details. Ultra Flexible Roof Til Adhesive/Sealant 025 Field Proven to Prevent Roof Leaks Y o TILE -TO -TILE BONDING RainBuster 850 is ideal for adhering roof tile -to - tile in valley, ridge, hip, rake and general roof file ;, �•. ` � ,installation. Secures cut tiles when mechanical fasteners cannot be used. RainBuster 850 provides :v additional protection against wind uplift, seismic ''�r���•� activity, and tile damage. Prevents tie chatter. '" .. 4 RainBuster 850 seals nail entry points created during tile installation. RainBuster 850 flexes to stay bonded and prevent broken tie and roof leaks. FLASHING LAP JOINTS RainBuster 860 Is Ideal for sealing varied -lap jams where two lengths of flashing meet such as In valleys. RainBuster 850 Rem to maintain a permanently bonded watertigtd seal For best results, apply a continuous 1/2" bead to both the inside and outside of the joint. Tool the outside joint bead as necessary (see application and tooling sec- tions). Available in the multiple colors and paintable (see painting section). i Wr;�, •v. -,'1 ,,.3v„t'-�".. @ d --1' i:.i'. t�� ��L 4•.._ .t -.,Y r..,%'l�i•_�k ROOF -TO -WALL FLASHING: R4 , • • IJUI'#p 1. . • . 1i .11 . • RainBuster 850 Is ideal for use where flashing �S , 11C IV, 3VS7 ht kAINNFr terminator at walls and chirrneys. RalnBustar 850 g„ provides outstanding adhesion to both metal and I 2 ' 1'` common exterior wall surfaces. RainBuster 850 r • flexes to maintain a watertight seal. For best. results, apply a continuous 1/2' bead to both the inside and outside of the joint. Tool the out- side joint bead as necessary (see application and tooling sections). Available in the mutfiple colors and paintable (see painting section). " y VENTS AND CHIMNEY CAPS RainBuster 850 seals joints In vends, chimney caps ' and other roofing envelope penetrations. Also secures vent structures to underlying bases. RainBuster 850 flexes to maintain a watertight seal. For best results, apply a continuous 1/2" bead to both the Inside and outside of the joint. Tool the outside joint bead as necessary (see application and tooling sections). Available In the multiple colors and paintable (see painting section). limns Seals seams in gutters, gutta assemblies, and downspouts. fmwpdatlrwMWSMow Adheres shingles and supplements mechanical fasteners. Permanently seals seams and feslaher entry hetes. P1111 Supplements mechanical fasteners and seals seams. Can significantly reduce vibration noise. EIli-rrynla! Seats teas in felt and imderlaymenL Bridge entire tear and tool as necessary. WKSWrOw /m* 9 p - I Adheres to to damp surfaces. Remove standing water prior to application. +.3 �� ^. %c.. Wr;�, •v. -,'1 ,,.3v„t'-�".. @ d --1' i:.i'. t�� ��L 4•.._ .t -.,Y r..,%'l�i•_�k rye �y x,���. Y R4 , • • IJUI'#p 1. . • . 1i .11 . • •s ; .�?+PkFT . �S , 11C IV, 3VS7 ht kAINNFr ll I M'' F g„ APPLICATION: Easy to apply with conventional caulking equipment. Application temperature range: 20F —120F. If application air temperatures are below 40F, con- dition product at 70F prior to using for best results. Cut tip at a 45 -degree angle. Location of cut will determine desired bead thickness. Puncture seal. Apply sealant to joint. Typically, minimum 3/8"-1/2" beads should be used for proper bonding and sealing. Fill joints in continuous beads from deepest point and avoid overlapping of sealant to prevent air entrapment. Adhesive/sealani should wet the joint wall surfaces. With lap joints, apply adhesive/sealant to both inside and outside of joint for best results. Adhesive/sealant provides 1-3 hour working time before skinning. Adhesivelsealant cures with exposure to normal atmospheric moisture with full cure in 1-3 days depending on humidity. May be used on damp surfaces; take steps to remove standing water. For best results, use opened cartridges and sausages the same day. APPROPRIATE SURFACES: RainBustar 850 MAINTENANCE No maintenance should is appropriate for use in new construction . be I needed. if adhesive/sealant becomes and repairs on a wide range of common damaged, remove damaged portion. Clean roiling materials including concrete, clay, surfaces in damaged area, and repair with slate, composition, fiber-mme% asphalt fresh RainBuster 850. saturated shingles, masonry, mortar, metals _ Including galvanized, aluminum,' andr PRIMING PRIOR JO APPLICATION: copper, undedayment and teas, plastics _ Generally, priming is not required. If including PVC, vinyl, fiberglass; nail% and " adhesion pretest is unacceptable, consult wood. Top Industrial for recommendations. • Whenused with asphalt -based selt- adhered flashings, user must determine suitability through field pretest See "Use With Asphalt" section for detailed limitations. • Do not cure in presence of curing silicone sealants. This may interfere with RainBuster 850'& curing process. • Avoid sealant contact with solvent ' cleaners during cure. This may interfere with RainBuster 850's curing process. PREPARATION: For best adhesion results, APPLICATION OVER GLAZED, , PRE- I surfaces shouid be dean, and free from PAINTED, OR PRE -PRIMED SURFACES: PRECAUTION: Combustible vapor. dirt, dust, offs, release agents, standing, Glazed_pre-painted, and, pre -primed Uncured, sealant may cause allergic skin , water, old sealants, or other contaminants. surfaces typically do not have the adhesive reaction and eye, skin andrespiratory tract Dust and loose particles should be blown quality orflexibility.of fialnBuster 850 irritation: Keep away from sparks and off surfaces. adhesive/sealard. Lack of adhesive/sealant flame. Avoid contact with eyes, skin and contact with,, raw, substrate may inhibit clothing. Avoid prolonged exposureto FIELD PRETEST: Due to the varied nature ability to maintain. bond and seal: Glaze, vapors. Use only with adequate ventilation. of construction substrates, field-test 4- peird or, primer may pull away.fmm raw - Wear, protective nothing during handling. adhesive(sealant on actual surfaces prior substrate with joint movement." " Wash thoroughly after handling: KEEP OUT to beginning work User must determine if OF REACH OF CHILDREN. See - material results including adhesion are acceptable. USE WITH ASPHALT BASED SELF- safetydata sheet before use (contact Top ADHERED FLASHING (A.K.A. SBS modi- Industrial or distributor). TOOLINfklfrequired,toollrgisrecommended fied asphalt &.bituminous materiaq: J . wtMin 20 minutes after application. Tooling When used appropriately, RainBuster 850 FOR 06MMUCTION AND INDUSTRIAL should be done in one continuous stroke. can be used successfufy with asphalt- OSE'BY QWWFIED CRAFTSMAN. Tedmiques using solvents or saw are not. based flashings. Unlimited contact , is recommended. It masking; remove tape acceptable'i between `adhesive/sealant FIRST AID: If inhaled, remove,tD fresh air. immediately after tooing. and the permanent poiyethyle.ne/plasbc- If breathing is difficult, give oxygen and call based facer side of self -adhered asphalt a physician. In case - of contact'- with m - CLEAN UP: Clean hands safety with flashings. Steps must be taken to minimize , uncured sealant, r immediately flush eyes RainBuster Top Towels (citrus wipes)_ contact with the adhesive side of asphalt with water for at least 15 minutes and . _ Mineral spirits and other commercial flashings. Plasticizers in adhesive/sealant wash skin with soap and water after using solvents : such as xylene, toluene, or may accelerate the normal moistening and - RainBuster Top Towels (rebus wipes). Call a, methyl ethyl ketone (MM may be used softening of asphalt that occas with heat . physician If irritation persists. Sea material to clean up excess smears and tools. The Do not appy adhesive/sealard directly to safety data sheat for more detail. use of solvents may be hazardous to your adhesive asphalt side of flashing. Do not a heaffh. Keep away from open flame and. .appy adhesive side of -asphalt flashing LIFETIME WARRANTY DETAILS: Top use in well -ventilated , area. Follow directly over adhesive/sealant. Remove r Industrial, Inc. warrants this sealant/adhe- solvent manufacturer's instructions. excess sealant prior to application,of sive to perform as descibed on Its pack- Cured adhesive/sealant Is difficult to adhesive asphalt side of .flashing. User . age and associated data sheet for a period , remove and must be done so by abrasion- 'must determine. suitability through field of 100 years from the date of purchase. or other mechanical means. pretest. Consult Top Industrial for further Upon proof of purchase; Top Industrial's " information.'_ sole liability, expressed or implied, shall be PAINTING OVER RAINBUSTER 850: For to replace sealant/adhesive proven defec- best results, apply paint over RainBuster LIMITATIONS: Suitability for each intended . tive and is limited to the slated selling . 850 adhesive/sealant 72 hours atter use must be determined by the user using price. This warranty is not .transferabte application. high quality 100% acrylic the information found in this data sheet and from the original purchaser. In no event paints and primers are recommended. an application pretest shall. Top Industriair be liable for eonse- Many roofing specific spray paints are quentkal� or incidental damages, resulting acceptable. Avoid the use of oil base • Not for use over starting surface water from the use at its sealant produce. paints as they may exhibit a slow/non- or swface frost. curing,condition when it contact with • Not designed to replace use of adhesive/sealant Paint when . weather mechanical fasteners. . and temperature conditions meet paint Not for use where subjected to constant manufacturer requirements. Feld pre-test water immersion. for suitability of paint and painting • Wien painted, user must determine process is required. Contractor must paint suitability. See"Painting"section for determine suitability. Consult Top detailed limitations. Industrial for further Information. BUSTER Roof Tile Adhesive/ Sealant Ultra Flexible Roof Tile Adhesive/Sealant Prevents Roof Leaks and Broken We ROOF TRE I SHOUB I SNIT METAL I R ASIMNG I VEM I GUTTERS I TRIM 1 NEW CONSTRUIUMN I REPAIRS 1111111K--111418� 4140111 PHYSICAL PNOPERIIES Skin Time..........................................................1-3 hours Cure Time...........................................................1-3 days r r«. % Solids .............................................. ....96% to 99% y _ _ P9intable.........................................Yes — See limitations Sagor Slump...........................................................None Clean -Up ...... _ ............................................Citrus Cleaner Coal Tena Colts Tete afay (Stine) Bmwn Black Shrinkage....................................................................NII (grew) Chalking or Crazing ...... ............ ....... � TYPICAL PERFORMANCE CHARACTERX"CS i r�„dly & Ue in �usn For more than 25 years, Top Industrial's RainBuster � brand has been trusted to prevent leaks in the building k elope and squeaks in floor structures. Today that struns deep - RainBuster is specified by the ation's leading builders and trusted by scores of respected contractors. The reason for the trust is simple... RainBuster products and services outperform other brands in preventing leak and squeak related call-backs. After 7 days cure at 77 deg. F and mm RH Hardness (Shore A) .................................32 ASTM D 2240 Tensile Strength ......................Up to 250 psi ASTM D 412 Elongation.........................................1400% ASTM D 412 Adhesion in Peel..................................................>33 piw ........................................... T S-00230C/AS1M C 794 Stain & Color Change................................................None TT-S-00230CIASTM C 510 Ozone Resistance ...............................................Excellent Joint Movement Capability ..................................... ±35% ASTM C719, 730F cure / 73°F cycling W Resistance ........................Excellent - ASTM C 793-75 Water Resistance ................................................Excellent m1�11®BIF. 0 300 ML CAFrMI CM APPROXIMATE LINEAR FEET PER CARTROGE BEAD WIDTH, INCHES 1/4" 3/8" 1/r !I/8" 3/4" 7/8" 1" 1/8" 49.6 33.1 24,8 20.0 16.5 14.2 12.4 1/4" 24.8 20.0 12.4 10.0 8.3 7.1 6.2 3/8" - 11.0 8.3 6.6 5.5 4.7 4.1 1/2" - - 6.2 5.0 4.1 3.5 3.1 r�„dly & Ue in �usn For more than 25 years, Top Industrial's RainBuster � brand has been trusted to prevent leaks in the building k elope and squeaks in floor structures. Today that struns deep - RainBuster is specified by the ation's leading builders and trusted by scores of respected contractors. The reason for the trust is simple... RainBuster products and services outperform other brands in preventing leak and squeak related call-backs. After 7 days cure at 77 deg. F and mm RH Hardness (Shore A) .................................32 ASTM D 2240 Tensile Strength ......................Up to 250 psi ASTM D 412 Elongation.........................................1400% ASTM D 412 Adhesion in Peel..................................................>33 piw ........................................... T S-00230C/AS1M C 794 Stain & Color Change................................................None TT-S-00230CIASTM C 510 Ozone Resistance ...............................................Excellent Joint Movement Capability ..................................... ±35% ASTM C719, 730F cure / 73°F cycling W Resistance ........................Excellent - ASTM C 793-75 Water Resistance ................................................Excellent m1�11®BIF. 0 Product Data Sheet DU222RB Technical Characteristics Wire Size Action Ampere Rating Approvals Enclosure Type Enclosure Rating Factory Installed Neutral Maximum Voltage Rating Disconnect Type Terminal Type Mounting Type Type of Duty Number of Poles Shipping and Ordering Safety Switch, 60A, 240VAC, Non -Fusible, General Duty, 2 -Pole by Schneffder E i. c s, i, o List Price $353.00 USO Availability Stock Item: This Item Is normally stocked in our distribution facility. #10 to #2 AWG(AI) - #14 to #2 AWG(Cu) Single Throw 60A UL Listed File Number E2875 Rainproof and Sleet/Ice proof (Indoor/Outdoor) NEMA 3R No 240VAC Non -Fusible Lugs Surface General Duty 2 -Pole Category 00106 - Safety Switch, General Duty, 30 - 200 Amp, NEMA3R Discount Schedule DE1A GTIN s 00785901491491 Package Quantity 1 Weight 4.7 lbs. Availability Code Stock Item: This item is normally stocked in our distribution facility. Returnability 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. ® 2009 Schneider Electric. All rights reserved, Schneider ,Electric