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BSOL2016-0045Z846I5°C*tL.E TAM P.ICO'- LA QUINTA, CALIFORNIA 92253 c&ti�p 4.4 Q" COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BSOL2016-0045 Property Address: 54475 AVENIDA JUAREZ APN: 774232034 Application Description: AMPE / 10.1kW PV SYSTEM - (39) 260W PANELS W/ 1 ILVVERTE Property Zoning: Application Valuation: $22,308.00 D Applicant: FEB 2 4 2016 VIVINT SOLAR DEVELOPER LLC _ 3301 N THANKSGIVING WAY cm, or LA QUINTA STE 500 COMMllNITYDEVELOPMENTDEPARIMENT LEHI, UT 84043 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 Professions Code, and my License is in full force and effect. License Class: Ct4/6. CSO License No.: 973756 4f Date: "l Contractor: 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)•: ( ) 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 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 ) 1, 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 Lender's Add 12 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/24/2016 Owner: AMPE 54475 AVENIDA JUAREZ LA QUINTA, CA 92253 Contractor: VIVINT SOLAR DEVELOPER LLC 3301 N THANKSGIVING WAY STE 500 LEHI, UT 84043 (855)877-2974 Llc. No.: 973756 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the wo for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier:- Polity 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, I shall forthwith comply //with a �i thos(eprovisions. V Date: G Applicant: 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: ! Signature (Applicant or Agent): •' • ACCOUNT '4 QTYAMOUNT PAID PAID ATEg DESCRIPTION.,t..w.?._� r r.:; BSAS SB1473 FEE 101=0000-20306 0 $1.00 $1.00 3/24/16 w ��+"�,' , .. k Al �� M ��.` CHECK #``CLTY r HODRECEI VIVINT SOLAR DEVELOPER LLC CHECK R14196 1790 MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 � . iii IN.` DESCRIPTION k E QTY MA OUNT �� §0611 :ACCOUNTS �iw3X?.%�' k. [�yt@.•._.'.,�+*�'..+�'.', aPAIUDATE PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 $24.17 $24.17. 3/24/16 < x'" Pi41D BY 0 ET AWN REWW"�CHE# CLnTD BYE ,,, ,c, .: ,.11 ..' r. ze�p��t a. :*.�, §:�aFr:, . �`� ,',?,��:✓.�* �'� VIVINT SOLAR DEVELOPER LLC CHECK R14196 1790 MFA DESCRIPTION AOUN QTY AMOUN PAID DATE 4 x a ✓rYnrtDA $S'": PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 3/24/16' �rPAID BY 4 :M�ETHO _ RECEI Ty{ # CHEEK } •. n ! ,: L...' .. , �M' : ),.•:". ,, ...5.,,+h>, xk?FYx4 :.t sk' -ws !� R ,. VIVINT SOLAR DEVELOPER LLC CHECK R14196 1790 MFA Total Paid for.ELECTRICAL: $48.34 $4834 y DESCRIPTION.0 - Ji"' °ACCO.UNT,' t CITY AMOUNT. r �'��nF�Y .t P-AID',PAID;DATE` sb��c ;� PERMIT ISSUANCE. 101-0.000-4240.4 0 :$91.85 $91.85 3/24/16 ;r raNh�iYus PAID: Ti ET H ODS REG IPT # CHECK#�CL BY BYe4" ,. s .. ;� :c .. ;�:,, , VIVINT SOLAR DEVELOPER LLC CHECK R14196r 1790 MFA Jotal`Paid for PERMIT ISSUANCE: $91.85 $91.85 Description: AMPE / 10.1kW PV SYSTEM - (39) 260W PANELS W/(1) INVERTER Type: SOLAR Subtype: Status: ISSUED Applied: 2/17/2016 SKH Approved: 3/24/2016 AOR Parcel No: 774232034 Site Address: 54475 AVENIDA JUAREZ LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 261 Lot: it Issued: 3/24/2016 MFA UNIT 24 Lot Scl 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 ACTION DATE 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. 36 0 Applied to Approved Approved to Issued Printed: Thursday, March 24, 20162:11:01 PM 1 of 3 CJ SYSTEtitS 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 RESUBMITTAL AJ ORTEGA 3/17/2016 3/17/2016 RECEIVED VIA EMAIL, SEE ATTACHED. CONDITIONS CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX a EMAIL APPLICANT VIVINT SOLAR DEVELOPER LLC 3301 N THANKSGIVING WAY LEHI UT 84043(480)252-7627 businesslicensing@vivi nsolar.com CONTRACTOR VIVINT SOLAR DEVELOPER LLC 3301 N THANKSGIVING WAY LEHI UT 84043 (480)252-7627 businesslicensing@vivi nsolar.com Printed: Thursday, March 24, 20162:11:01 PM 1 of 3 CJ SYSTEtitS fd o6MOF1 NAME TYPE NAME AbDRESSI CITY STATE I ZIP I PHONE j FAX EMAIL OWNER AMPE 54475 AVENIDA LA QUINTA CA 92253 (480)25277627 JUAREZ FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 3/24/16 R14196 1790 CHECK VIVINT SOLAR MFA DEVELOPER LLC 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 ISSUANCEF101-0000-424041 0 $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: $141.19 $141.19 INSPECTIONS. PARENT PROJECTS Printed: Thursday, March 24, 2016 2:11:01 PM 2 of 3 • S YS TF. tits Permit Details PERMIT NUMBER Cit of 65062016=0045 , City La Quinta 5 1 2ND BLDG NS (1I AJ ORTEGA I 3/17/2016 I 3/24/2016 I 3/23/2016 I APPROVED WK) Printed: Thursday, March 24, 2016 2:11:01 PM 3 of 3 CULL' srsreMs ATTACHMENTS Attachment Type '-CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BSOL2016-0045 - 2ND 2ND SUBMITTAL SOLAR DOC 3/17/2016 AJ ORTEGA PLAN (REVISED SHEETS SUBMITTAL SOLAR 0 PLAN (REVISED SHEETS ONLY) ONLY).pdf Printed: Thursday, March 24, 2016 2:11:01 PM 3 of 3 CULL' srsreMs ern. i Cit}r Of %a QUihtd Buil�ng 8r Safety Division P.O. Box 1504,78-495 Calle Tampico Qutnta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # �zt qob4� Project Address: -75 ✓e I do v ✓G✓i!Z Owner'sName:�OZA Ua Jq^ P . A P. Number. '—/ % _ .a 3 a O 3 1 Address: v�N r ✓eh 1 d4 �V ✓e Legal Description: City, ST, Zip: LA. J I P � -CA q v o73-\-3 Contractor. V1U I h Solai- lL C l Address:Jn ci l P/.-,ZR f . ! Tephone:0-3_�- Project Description: ` f h e� r+, fl d 6A_ f ,q1 City, ST, Zip: : hCjrd c4 CA g2a3 ao-F-h 1 4 Pq1A"ell . Telephone: State Lic. #: 3 57s City Lic. #"OC-76,34D Arch., Eng., Designer. Address: City, ST, Zip: Telephone: Construction Type:. Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: a d A -C-1171a 11 Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: �.3 Estimated Valine of Project o? 3DIF 00 - APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Recd TRACMG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit. . Truss Cates. Called Contact Person Plan Check Balance Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted., . Mechanical Grading plandop- 2'! Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up SALL H.O.A. Approval Plans resubmitted Grading IN ROUSE:- '"° Review; ready for carrectlonslissae 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 doom I FOR: N z , _ a co� o ANNOMP 0 CD Ampe Residence b x y{{■■- V -co LOCATED AT 4 a • . a. 1 (ry9 F V Z �NJ� 54475 Avenida Juarez Q J La Quinta CA 92253 7 6 ,. scj.-ar F�j 0 !0L AP N # 774-232-034 GOVERNING CODES SHEET INDEX _ N V N ALL WORK SHALL COMPLY WITH THE CODES BELOW - COVER SHEET O P.V. 1.0 SITE PLAN CITY � LA QUINTA N All construction shall comply with the 2013 California Buiding, Residential, Mechanical,BLjILj)lNG.% SAFETY DEPT Electrical, Plumbing, Energy and Green Building Codes and La Quinta Municipal Code P.V. 2.0 ROOF PLAN APPROVED :=- ..�•••• '',, �..•` ,o�; 4?% CD � Q � c co N TRUCTION= v " o U r- !n — co U)to P.V. 3.0 MOUNTING DETAILS DATE t BY • '»2v n mo>:DnQ Q ~ mto r- 1.0 1 -LINE DIAGRAM Z0 wH LUE. Z L((<--)) J Q O Z ? Um SHEET - NAME: W W W, R °5 SHEET "CLASS "A" FIRE RATED MODULES AND RACKING SYSTEMS REQUIRED PER NUMBER. U.L. 1703 AND CSFM 14-011" CITY OF;;,(��NTA Photovoltaic equipment and systems and all associated wiring and interconnections shall be installed COMMUNITY, only by qualified persons. CEC 690.4 PV SYSTEM SURFACE AREA:683.28 FTI PV SYSTEM SIZE: 10.140 kW DC PV SYSTEM SIZE: 8.936 kW AC r-_-_-_-_-_-�------------------------------ (39) Yingli Energy YL260P-29b MODULES WITH - (39) SolarEdge P300 Power Optimizers MOUNTED ON THE BACK OF EACH MODULE PV INTERCONNECTION POINT; LOCKABLE DISCONNECT SWITCH, COMBINER PANEL (IF APPLICABLE) & UTILITY METER LOCATION (200 EXISTING BUS RATING) (KEEP 3' CLEARANCE FROM NATURAL GAS EQUIPMENT) "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 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 MEANDS OF THE GROUPING SHALL BE WIRE TIES OR SIMILAR MEANS AT LEAST ONCE, AND THEN AT INTERVALS NOT TO EXCEED SIX(6) FEET. x -----------1 CITY OF LA Q INT'A DEOT. APPROVE® I FOR CONSTRUCTION i DATE BY sm —JUNCTION BOX ATTACHED TO ARRAY USING ROCK -IT TO KEEP JUNCTION BOX OFF ROOF \---60' OF 3/4" OR 1" EMT ON ROOF FROM JUNCTION.BOX TO ELEC PANEL PV SYSTEM SITE PLAN SCALE: 3/32" = l'-0" J Fn a - SHEET NUMBER: 0 CL j cn I.- _m �(D 0 U `° N M Ln E N 6 TQC V �0Njm �UZ a �Z na0 M a Lo Q N J N Q U co � v O C� e cu N eG CO R w � N ec w (u J at\�`�111111111/li7�,� 0 cu1 0lb°��7 �s v 9 °o nl p 0-� i 1 t A 0 r 4 °o° r C� e J ('r0 CO °Co 97:37 O c Q U fn a°� �� % +�0ypeeoeeose 'l.LO F- W Go Lo CO X } ' ^ U W Ir W 0) to 00 � iJ J J 0) Z Qoic~na9 Z 9191610 SHEET Lo NAME: \---60' OF 3/4" OR 1" EMT ON ROOF FROM JUNCTION.BOX TO ELEC PANEL PV SYSTEM SITE PLAN SCALE: 3/32" = l'-0" J Fn a - SHEET NUMBER: 0 CL j Roof Section 2 Roof Ammuth: 90 Roof Tat 18 W -CURVE TILE Roof Section 1 Roof Azimuth: 270 Roof Tift: 18 W -CURVE TILE F-3' SYMBOL KEY: 0 PLUMBING VENTS) CHIMNEY SATELLITE SW ROOFTOP --- DISH SWAMP COOLER — EXISTING CONDUIT IQTIE INTO UTILITY METER # /Q ROOF VENT(S) �j SKY LIGHT(S) R ELECTRICAL MAST 1Aq ROOFTOP AC UNIT MM 184SR132363 0 L_3'—I L --3'_l e U `O 0 N LL7 A� 2 Lo 6' Co ClJ D m00 •�co � -Z `° Z a >> N X00 _jU Q Q J_ H CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY PV SYSTEM ROOF PLAN o N SCALE: 1/8"= 1'-0" a J `\`\\111111111!/l�j/ Of CQ/¢/, tial,® �o8,t=d+^-eaq,o u5 Q v C f0 ®® 0 N v i'- ®� 0 O1 ®® o PV SYSTEM ROOF PLAN o N SCALE: 1/8"= 1'-0" a J `\`\\111111111!/l�j/ Of CQ/¢/, tial,® �o8,t=d+^-eaq,o u5 Q v C f0 i'- V in O1 U to LU M 973 Z n rn 0 U LU LU w 00 ��trtl N►\�\` Cr U- JJ C Z Z Z U Z V SHEET NAME: LL Oz OJ SHEET NUMBER: PV SYSTEM ROOF PLAN o N SCALE: 1/8"= 1'-0" a und Snow Load 0 Wind Speed 130 EXPOSURE CATEGORY B cn �OFESS U C NC,' Ak CLAMP SEALING LO IY MINIMUM DESIGN LOADS Q WASHER C14 LU ' rn m Gro aU� • c Z �cZ 4 'pj.� clv% N IZ a o ISE/RUN OFC U- v LL) E"' 1 MOUNTING PV3.0 DETAIL J TILE FLASHING (3 TYPES) �- TORQUE TO 7 FT -LBS S -TILE, W -TILE, FLAT TILE PV MODULE, TYP. MOUNT (1/4•-26 SS SCREW) DEPENDING ON EXISTING ROOF TO RAFTERS OF TILE ROOF, 6AWG TO 14 AWG PARALLEL WITH PLANE OF ROOF COPPER WIRE MOUNTING BASE (SEE ABOVE) TORQUE TO 7 Fr -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 �!0 RAIL, NOT THE GROUND LUG 3. DRILL A 17/64" HOLE TO THE GROUND LUG (AS NEEDED) ----- - ------------' Era r 0 �%� O!!f 4. NO SURFACE PREPARATION IS NEEDED ON RAIL OR MODULE .'999480' °d �p� Z CtlXe i9� (2) 5/16"0x 4° a°• C " �a ,[� STAINLESS STEEL LAG SCREW TORQUE = 13t2 ft -lbs. e A PV ARRAY TYP. ELEVATION N %�.'�?U -(5'0 oma: ', N s73 •• �i��i S m� v NOT TO SCALE �°,'Op°°o•••}`r�G`�� ` Co�,��., 0CLAMP +9 MOUNT DETAIL ATTACHMENT COUPLING NOT TO SCALE N co CANTILEVER U3 OR LESS ECOFASTEN 0) COMPATIBLE (WHEN 24" SPACING) L= 48" MAX CLAMP SPACING v, CLAMP + MODULE PORTRAIT, 72" MAX CLAMP SPACING LANDSCAPE CD o ATTACHMENT (WHEN 16" SPACING) L= 48" MAX CLAMP SPACING Q Go IU PERMITTED PORTRAIT, 64" MAX CLAMP SPACING LANDSCAPE � J o `� �O CLAMP `O Z LU " co SPACING COUPLING o > r- COUPLING Z o CLAMP Z 0 IY Ix 0) It V J J C CO PHOTOVOLTAIC o w Q a � 3 J 2 ~ ~ J MODULE ca) z ? z v o SHEET NAME: L=PORTRAIT CLAMP Z 'J Z SPACING < ECOFASTEN 0 COMPATIBLE SHEET L=LANDSCAPE MODULE CLAMP SPACING PV SYSTEM MOUNTING DETAIL NUMBER: MODULES IN PORTRAIT/LANDSCAPE o NOT TO SCALE T Truss r� 2X4 AT 24" O.C. > und Snow Load 0 Wind Speed 130 EXPOSURE CATEGORY B 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, 11.2 1N) B/R/W EMT 3/4" 3 THWN-2 - Ground 8 AWG 1 GRN EMT 3/4". 39 PV MODULES PER INVERTER =10140 WATTS STC 1 STRING OF 20 PV MODULES 1 STRING OF 19 PV MODULES SOLAREDGE P300 OPTIMIZER; SO P300 O O O 1`_19ji Ho- 7" 0 0 O 9== — 0 0 0 18 19 1 SOLAREDGE SE760OA-US-R INVERTER' I 0 0 0 a SOLAREDGE All. DC SAFETY /SWITCH * CONFORMS TO ANSI C12.1-2008 JUNCTION BOX WITH IRREVERSIBLE GROUND SPLICE CONFORMS TO NEC 2014 c�+ !!_ > ``N1�ia1i11u; POINT OF CONNECTION- Lt L2 N LOAD SIDE NEC 705.12(D) M ,1 ��'.�o 7�;';'`c`ftj Z' g d t 1 AL �` �p7ww ji%,• 6 Z 00 '4Cc � io m Square D #DU222RB 24OV160A UNFUSED 200A W O1 ui NEMA3 a W it - OR EQUIVALENT Z J U EXISTING z 3 0 200/200 LOAD - r, 40A CENTER J, 240W200A AC SHEET LOAD -CENTER NAME: W G WITH 1-2 POLE 40A o VISIBLE SOLAR BREAKER W LOCKABLE MINIMUM GEC SIZE W KNIFE' AIC DISCONNECT 4 AWG COPPER QZ a J — 0 J Q (1)r- Q f SHEET NUMBER: Created with Electrical Template Revision 9/10/15 r. W I'Dibsign 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 47°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. WITH .82 AMBIENT - When a wire is upsized in the conduit conductor table, voltage drop adjustments were made TEMPERATURE SE760OA-US-U Max Output = 31.67A x 1.25 (NEC code 210.19(A)(1)(a))=39.60A. CONDUCTOR STILL COMPLIES: 50A X.82 (off roof): 8 gauge wire rated for 50A > 39.60A (max of solar panel production). — 41 A > 31.3A (on roof): 8 gauge wire rated for 55A x 0.50 (ambient+*22°C) x 0.800000 (fill derate of 4 current -carrying con uc ors = 22.00 > 18.75A Max circuit output per circuit 15 x continuous duty uprating 125%). I System Specs: I Max DC Voltage Nominal DC Operating Voltage Max. DC Current per String Nominal AC Current 500V 350V 15A 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 Output Fault Current 40 1 A/20ms CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY __AL_ I .3 V W u 5 SHEET NAME: i a L0 it M 0 N �D M 0 (Np J U' it W 0ZQ SHEET -�O . �; G� �� ; NUMBER: O W INVERTER GROUNDED SYSTEMS PER 690.5(C)IJ NPHASE: AT J-8UX 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) (STRING SYSTEMS) 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 WARNING ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE 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 MAIN SERVICE PANEL SIGNAGE (INSTALLED ON THE FACE OF THE SERVICE METER) PER 690.54, 690.56(8) & 705.10 NOTE: Roofline Placard not needed unless PV disconnect is not at same location as Main Service CAUTION: SOLAR ELECTRICAL SYSTEM CONNECTED PHOTOVOLTAIC POWER SOURCE RATED AC OUTPUT: 39.6 A NOM. OPERATING AC VOLTAGE: 240 V Lv� CITY OF LA QUINTA BL ILDING & SAFETY DEPT. APPROVED OR CONSTRUCTION N M M U f0 N O c = N ai v rn w M M Q 2 N U N > U Q u E 'n > > Qd Ln J rn N O Y t\ u 00 t0 t O u C W Ln Y rn Zmr` >_ D` ^ m z 0) w w Z Lo J J w 01 v `n 4A N J Z Z U J, SHEET NAME: W Q Z Q N (SHEET NUMBER: e-1 a-1 J 0 EVERY 10' AND WITHIN 1' OF ELBOWS 8 __ STRING -INVERTER SYSTEMS [OR] 10 STRING -INVERTER SYSTEMS �I ) CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED PHOTOVOLTAIC DISCONNECT CITY OF LA QUIN ELECTRICAL SHOCK HAZARD Property of Vivint Solar Property of Vivint Solar RATED AC OUTPUT CURRENT: 39.6 APHOTOVOLTAIC 1OM. THE DC CONDUCTORS OF THIS SYSTEM ARE UNGROUNDED -' MAIN BREAKER DE -RATED DUE TO SOLAR CIRCUITS NOPERATING AC VOLTAGE: 240 V io AND MAY BE ENERGIZED 2 AMPS MAX ALLOWED DO NOT UPGRADE _ 11 SOLAR DC DISCONNECT Property of Vivint Solar WARNING - SOLAR DC DISCONNECT Property of Vivint So 7 Property of Vivint Solar 7 ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES F �O STRUCTIO -- PHOTOVOLTAIC POWER SOURCE _, MAY BE ENERGIZED IN THE OPEN POSITION J PHOTOVOLTAIC POWER SOURCE DC DISCONNECT 3 Property of Vivint Solar RATED AC OUTPUT: 39.6 A Property of Vivint Solar DATE BY " f NOM. OPERATING AC VOLTAGE: 240 VQ O CAUTION: SOLAR CIRCUIT Property of Vivint Solar l 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 `� 4 WARNING INVERTER OUTPUT CONNECTION SHORT CIRCUIT CURRENT (ISCI 9.09 A Property of Vivint Solar _ WARNING �13• SITE PLAN PLACARD SHOWING ADDITIONAL POWER SOURCE AND DISCONNECT LOCATIONS. PLACARD SHALL BE MOUNTED ON EXTERIOR OF ELECTRICAL DO NOT RELOCATE OVERCURRENT DEVICE^ �7___ ELECTRICAL SHOCK HAZARD IF A GROUND FAULT IS INDICATED GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED PHOTOVOLTAICNORMALLY AC DISCONNECT iON 11 ROOFTOP ARRAY (10 G1 7 p + 0 G`rF0 G2p SOLAR 8 oo.`F FFG INVERTERS OAFP, DC DISCONNECT INSIDE Y ee .�► .L+ A:,3 (IWAY BE ON ROOFTOP JUNCTION ' O INTEGRATED WITH ARRAY) BOX O THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURREN r(DC) CONDUIT. ENCLOSURES, ALL STICKER DESCRIBED HERIN SHALL BE MADE OF A WEATHER PROOF ADHESIVE, THEY SHALL BE REFLECTIVE, REACE-WAYS, CABLE ASSEMBUES,JUNC ION BOXES, COMBINER BOXES. AND DISCONNECFSTO ALERT THE FIRE SERVICETO AVOID CUTTING THEM. MARKINGS SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT (30.48 MM), WITHIN 1 FOOT(M THEY SHALL CONTAIN NO SMALLER THAN 3/8" WHITE ARIAL FONT TEXT, AND HAVE A RED BACKGROUND MM) OFTURNS OR BENDSAND WITHIN FOOT(3o5 MM), ABOVE AND BELOW PENETRATIONSOF ROOFICEIUNG ASSEMBLIES, WALLS OR BARRIERS rn °1 Ln n u ° N 0 C N N Q o v U it y c it K d 0 u v Q c a E n cr m N J L cu 0 c m v U OY N r -I � v � o Y V rn n L u 0 v c N OC lC C z m r, .Y Z M O^1 m Z •• of N t--1 LLA LAJ J J Z J JIII M Cc U `" ( N N J Z Z V SHEET NAME: 4A caQ o z Lu oC g3 SHEET NUMBER: O r4 J O CITY OF LA QUIN �3 BUILDING & SAFETY DE -' IF APPLICABLE AP ROVE® 7 7 F �O STRUCTIO x`0111111111111"1, o�>� Ofi DATE BY `00 �'® •o........ �'✓ C✓>� .•a 0 & C �% `� 6 6 6 2 2 e �-�. ✓ - .- V ;. m�2 rami i'�s C •�eJ• 97-310•°a` -,O a � 'S' 5 5 5 1 1 d Co�l�le Ir IT- r M IT M COMBINER VISIBLE/LOCKABLE VIVINT SOLAR METER VISIBLE/LOCKABLE SUB PANEL MAIN SERVICE PANEL A/C DISCONNECT (WHEN DISCONNECT (WHERE REQUIRED) A/C DISCONNECT _ (WHERE REQUIRED) REQUIRED)4 PANEL TYPICAL SOLAR GENERATION INSTALLATION -- ' 4 INSIDE PANEL INSIDE PANEL (NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURREN r(DC) CONDUIT. ENCLOSURES, ALL STICKER DESCRIBED HERIN SHALL BE MADE OF A WEATHER PROOF ADHESIVE, THEY SHALL BE REFLECTIVE, REACE-WAYS, CABLE ASSEMBUES,JUNC ION BOXES, COMBINER BOXES. AND DISCONNECFSTO ALERT THE FIRE SERVICETO AVOID CUTTING THEM. MARKINGS SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT (30.48 MM), WITHIN 1 FOOT(M THEY SHALL CONTAIN NO SMALLER THAN 3/8" WHITE ARIAL FONT TEXT, AND HAVE A RED BACKGROUND MM) OFTURNS OR BENDSAND WITHIN FOOT(3o5 MM), ABOVE AND BELOW PENETRATIONSOF ROOFICEIUNG ASSEMBLIES, WALLS OR BARRIERS rn °1 Ln n u ° N 0 C N N Q o v U it y c it K d 0 u v Q c a E n cr m N J L cu 0 c m v U OY N r -I � v � o Y V rn n L u 0 v c N OC lC C z m r, .Y Z M O^1 m Z •• of N t--1 LLA LAJ J J Z J JIII M Cc U `" ( N N J Z Z V SHEET NAME: 4A caQ o z Lu oC g3 SHEET NUMBER: O r4 J O 1 r 1(1ry11a1j1j � o ao oe3?AJ,�� g m m w ,s 0 %. 00 1 POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN ►R MODULES WITH POWER VIIZERS MOUNTED ON THE OF EACH MODULE ,TION BOX ►TED ON ROOFTOP Iltl TERCONNECTION POINT, LOCKABLE DISCONNECT SWITCH,& UTILITY METER LOCATION 54475 Avenida Juarez vivint. s o l a r Structural Group Scott E. Wyssling, PE Senior Manager of Engineering February 12, 2016 Mr. Dan Rock, Project Manager Vivint Solar 3301 North Thanksgivin n®� Lehi, UT 84043 CITY V OF ' n QUTAt� BUILDING &SAFEE�VTY DEPT APPROVE® FOR CONSTRUCTION 3301 North Thanksgiving Way, Suite 500 Lehi, UT 84043 P: (801) 234-7050 scoff. wyssling@vivintsolar.com Structural Engineering Services Ampe Residence 54475 Avenida Juarez, La Quinta CA S-4731961 10.14 kW Dear Mr. Rock: ATE Pursuant to your reque , we ave eviewed the followi information regarding solar panel installation on the roof of the above referenced home:socou®• 00 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 Sections (1 and 2): Prefabricated truss with all chords constructed of 2x4 dimensional lumber at 24" on centerThe attic space is unfinished and photos indicate that there was free 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 Refer to attached Ecolibrium Solar calculations sheet for ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, wind speed of 130 mph based on Exposure Category C and 18 degree roof slopes on the dwelling areas. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. 4 vivint. solar Page 2 of 2 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. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Ecolibrium Solar Installation Manual", which can be found on the Ecolibrium Solar website (ecolibriumsolar.com). 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 '/z" thick and mounted 4'/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 '/z', is less than the maximum allowable per connection and therefore is adequate. 4. Roof Sections (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, e. Scott E. Wysslin CA License No. w0whl solar vivint. solar Structural Group 3301 North Thanksgiving Way, Suite 500 Lehi, UT 84043 P: (801) 234-7050 Scots E. Wyssling, PE Head o/ Structural Engineering Structural Analysis Report scott.wyssling@vivintsolar.com Project Address Ampe Residence 54475 Avenida Juarez La Quinta, CA Residence Roof Area 2636 ft2 Upper Floor Area 0 ft2 Lower floor Area 2136 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 1.50 g Latitude 33.841 Longitude -117.85 Site Class D Risk Category II Seismic Parameters Date: February 16, 2016 Ss = 1.50 g 0.2 sec Spectral Response Acceleration Si = 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 SD, = 0.55 g 1 Second Period Design Spectral Acceleration Wind Parameters Wind Speed 130 mph Exposure Category C Roof Angle, 0 18.0 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 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 rem unaltered." Sheet 1 of 5 vivant. So I a u 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 = 86988 lbs Total New Roof Load = (DLROOF) AreaROOF + (DLADD) AreaADD + (LLROOF) (AreaROOF - AreaADD) = 89045 lbs Change in Demand = (Total New Roof Load - Existing Roof Load) / Existing Roof Load 2.36% Total New Gravity Loads increase by less than 5%. OK Sheet 2 of 5 V o V o IJ !10 solar 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 Tx = C,h„" = 0.152 sec Approximate Fundamental Period, ASCE 7-10, Equation 12.8-7 WEXISTEvc = 106.89 kip Approximate mass of building WNEw = 108.95 kip Approximate mass of building and solar panels Base Shear= SDRx I W= 0.154 x W ASCE 7-10, Equation 12.8-2 Max Base Shear = DIR W= 0.556 x W ASCE 7-10, Equation 12.8-3 Tx 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, Vx = 16.44 kip Existing 16.76 kip New 1.92% increase INCREASE IS LESS THAN 10% - OK Sheet 3 of 5 vivint. s o �, 4 T 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 = 16.44 kip V = 16.76 kip Weight Story k w; h; ` Diaphragm Force Story Level (kip) h,,h; (ft) w; h; E(w h k) (kip) Force (ft) (ft) (kip) (kip) Roof 34.27 15 25 857 0.541 8.90 8.90 Upper 0.00 0 10 0 0.000 0.00 8.90 Lower 72.62 10 10 726 0.459 7.54 16.44 E 106.89 25 1583 1.000 16.44 V = 16.76 kip Demand Increases Level Diaphrag Story m Force Force(kip) Roof 4.64% 4.64% INCREASE IS LESS THAN 10% - OK Upper -- -- Lower -1.28% 1.92% NET DECREASE IN SEISMIC LOAD - OK Sheet 4 of 5 1w flvinfo solar Weight Story k wi hi Diaphragm Force Story Level (kip) Height, h,, h; (ft) w; h; E(whk) ; . (kip)) Force (ft) (kip) Roof 36.32 15 25 908 0.556 9.31 9.31 Upper 0.00 0 10 0 0.000 0.00 9.31 Lower 72.62 10 10 726 0.444 7.45 16.76 108.95 25 1634 1.000 16.76 Demand Increases Level Diaphrag Story m Force Force(kip) Roof 4.64% 4.64% INCREASE IS LESS THAN 10% - OK Upper -- -- Lower -1.28% 1.92% NET DECREASE IN SEISMIC LOAD - OK Sheet 4 of 5 1w flvinfo solar 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 A = 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 0 = 18 deg Apanel = 685.62 ft' Aa;b = 9.66 ft2 Panel Area tributary to each roof anchor AWN = 38 psf Net Wind Design Pressure, ASCE 7-10, Figure 30.5-1 Pnet = /NKnpnet3o = 46 psf Design Wind Uplift Pressure, ASCE 7-10, Equation 30.5-1 paet = 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 Aaib = 9.66 ft DLpnne1 = 3.00 psf Wnprft = 46 psf Pia, = F.S. x Alib x (0.61)- 0.6W) _ -249.0 lbs Withdrawl force for each roof anchor Connection Capacity db = 5/16 in Lag Screw diameter Dpen = 2.50 in Lag Screw penetration into existing framing member Douglas Fir -Larch Species of wood framing CD= 1.6 Load Duration Factor for Wind Loading, NDS Table 2.3.2 C, = 0.7 Temperature Factor, NDS Table 10.3.4 W = 266 lb/in Withdrawl Capacity, NDS Equation 11.2-1 W' = Cp x C, x W = 298 lb/in Adjusted withdrawl value Pnllow = open x W'= 745 lbs DEMAND = 249 lbs CAPACITY = 745 lbs = 0.334 OK Sheet 5 of.5 Divi nt. s e a r October 23, 2015 Rillito River Solar, LLC dba EcoFasten Solar 289 Harrel Street Morrisville, VT 05661 TEL: (877) 859-3947 Attn.: Engineering Department, Re: Engineering Certification for the EcoFasten Rock -it System Installation Manual STRUCTURAL ENGINEERS This letter is to document that PZSE, Inc. -Structural Engineers has reviewed EcoFasten Rock -it System Installation Manual published October 12, 2015 and specifically the "Loading Tables". SCOPE OF THE SYSTEM: The EcoFasten Rock -it System is a solar panel support system for installing solar photovoltaic arrays on sloped roofs of buildings. Typically such buildings are residential with shingle or tile roofs. The number and spacing of attachments to the roof structure can vary depending. on various site specific criteria including, but not limited to, roof slope, spacing of supporting structural members and environmental loading. SCOPE OF OUR REVIEW: PZSE, Inc.—Structural Engineers provided a review of the following • Rock -it System design methodology • Rock -it System Installation Manual • Rock -it System Loading Tables and has determined that all information, data and analysis contained within the Installation Manual are based on, and are in compliance with, the structural requirements of the following Reference Documents: • Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-10 • International Building Code, 2012 Edition, by International Code Council, Inc. • California Building Code, 2013 Edition, by California Building Standards Commission • Aluminum Design Manual, 2010 Edition, by The Aluminum Association This letter certifies that the EcoFasten Rock -it System Installation Manual. and Loading Tables are in compliance with the above Reference Documents. 8150 Sierra College Boulevard, Suite 150 • Roseville, CA 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.com Page 1 of 2 DESIGN RESPONSIBILITY: The Rock -it System Installation Manual is intended to be used under the responsible charge of a registered design professional where required by the authority having jurisdiction. In all cases, the user of the Installation. Manual has sole responsibility for the accuracy of the design and integrity of the system. The Installation Manual does not check the capacity of the building structure to support the loads imposed on the building by the array, such as bending strength of roof rafters spanning between supports. This requires additional knowledge of the building and is outside the scope of the Installation Manual and our review. If you have any questions on the above, do not hesitate to call. Prepared By: PZSE, Inc. - Structural Engineers Roseville, CA 8150 Sierra College Boulevard, Suite 150 * Roseville, CA 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.com Page 2 of 2 YIN LAR PROVEN PERFORMANCE 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- Yingli is one of the world's largest solar module manufacturers with over 10 GW deployed worldwide, and Yingli modules are trusted by leading energy providers and financial institutions in more than 13S,000 projects in the Americas. 16.0% rew.n� c �L us More Energy per Watt MAXIMUM EFFICIENCY Yinglmodules deliver superior power output in a variety of temperature and irradiance 440 conditions, and self-cleaning anti -reflective coated glass reduces soling to help WIN 25 YEAR maximize power output. Performance is backed by our 25 -year linear warranty. LINEAR POWER WARRANTY Designed to Outlast Tested to the industry§ most rigorous durability standards. Yingli modules are PID - resistant in conformance with IEC 62804 (draft). To ensure reliable performance, Yingli 0-3% uses quality components such as DuPontn" Tedlar® PVF film -based backshests. POWER TOLERANCE Best -In -Class Technical Support Yngll'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®yingiiamericas.com. Qualifications & Certificates UL 1703 and UL 1703, CEC, FSEC, ISO 9001:2008, ISO 14001:2004, BS OHSAS 18001:2007, SAB000 rew.n� c �L us mo.m®w . eo woc�aow YINGLISOLAR.COM (PHOTOVOLTAIC Er�LE) a oxa�ewoou»m r0"'"''"'"� . 440 o uowu.m I YGE 6 6457n(1640 rdTO /3&Mn MWIrrm) / I -Wo f35mvr) SERIES 40.8113s (18.5kq) Number of m cluies pr pallet by ( 28 Packaging box dimensions (L / W / H) Gin (17Wnvn) / 45in (I I35mm) f 46in (I165nm) Packwhg 1t sueiglrt Powered YINGLI ELECTRICAL PERFORMANCE ,&Warning: Read the Installation and User Manual in its entirety before handling, installing, and operating Yingli modules. Moduletype YL260P-29b YL255P.29b VL250P.29b YL245P.29b YL240P.29b II Paster output Pa., W 260 255 250 245 240 Powor output tolerances 6P... % -01+3 1 Modula effidenry fl. % 16.0 15.7 13.4 15.1 14.6 Vo(bga at P.o V"P V 30.3 30.0 29.8 29.6 29.3 Currant at P- 6" A 8.S9 8.49 839 6.26 6.18 Opontheuir volt"• Vaa V 37.7 37.7 37A 375 373 Short-circuit current 1. A 9.09 9.01 I.92 11.83 8.75 STC: 1000Whn+ Irradiance, 25'C cell tempernum AM 1.SG spectrum according to EN 60904-3 _ .- .. _.. _ .. .. _... ... _Timpasatun... kradlanee Y1260P,29b Y1255Ps9b YL250P-29b Y1245P,29b Yt240P.29b ac W/W W W IN IN W High Temperature Condition NTC 7S 1000 203.7 199.8 195.9 192.0 18&1 Nominal Operating Call Temprature NOCT 46 I00 190.6 186.9 153.2 1793 175.9 Low Temperature condition LTC 15 500 135.7 133.1 1305 127.9 125.3 Love bredlrroe Condition LIC 2S 200 50.3 49.6 441.4 47.4 465 OPERATING CONDITIONS THERMAL CHARACTERISTICS 1lyd Inch (MM) Max. ayebtn voltage 1000Voc Temperature coeNicktnt at Pen %PC 443 Max. eerie fiw rating 15A Temperature coefficient of Vm %M 432 ]990'4-990 3/.2it 1.38 C LknWrrg revere current ISA Tirrytraeure meAiderrt at V %M0.04 operating twrprdr. renga A0 to 185'F (-00 to 8M Temperature caeiiltim t at V. %rC 41.42 a Mu. halrtane Impact (®rrmw / vW-dty) 25mm / 23mis CONSTRUCTION MATERIALS_ Front a ner (material f **know to lrcn teuapQad glens f 32mm R Cell (quantity / motorist / dtmeaalory 60 / muttic"Wrine silicon / 156mm x 156mm -- Encapaulant(materia0 edrylerro vnryl amtab (EVA) 6 n716(6sxw a 0) Backaimm (material / color) fluaopolymerbeeed with EVA primer / white or block . sA Frame (mAarW / u W d enodrsad alumimm / 32ver or black Junction box fkuguar protection retbg) aIP65 ,1 Cable (length / croansectlond arse) 1000mm / 4mm* Mdmrmglrolm 4-0025&x1315(65%91 Connector (type / Ingress protection rntIng) MCA / IP67 or Amphenol H4 f W68 GENERAL CHARACTERISTICS Module dira-dora (L / W / H) 6457n(1640 rdTO /3&Mn MWIrrm) / I -Wo f35mvr) Module weight 40.8113s (18.5kq) Number of m cluies pr pallet 29 Number at palleb per 40' container 28 Packaging box dimensions (L / W / H) Gin (17Wnvn) / 45in (I I35mm) f 46in (I165nm) Packwhg 1t sueiglrt 12521ba (566kg) Fin classification type Type 1 and Type ,&Warning: Read the Installation and User Manual in its entirety before handling, installing, and operating Yingli modules. Yngli Green Energy Americas, Inc. info0yingliamericas.com Tel: +1 (888) 686-8820 YINGLISOLAR.COM j NYSE:YGE C YingfiGreen Energy Holding Co. Ltd. I YGF6CCellSorle32015_EN 201502_V01 bPonr'•.M ra.my aY ,.^.Y.�Jm.n6 nfLr du rmi m rkn.e.✓.vd C. or Ib aR4ns ,eacn6u m.h rrvw.rn.e..rlunubnra.n.,go.nhom pa.noit< / R \ f t' I 1 a SErTION A.A ( YIBVG,, ALAR 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. FeaTUres • 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 IVIOUI"1T Array sKlrT • 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 e -�P'01 ,',>EcoFasten 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 B2 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 a14 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 O -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!'l 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 array 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 wi_h sealant. EcoFasten Solar recommends an EPDM mastic. 3 Insert the flashing so the top part. is under the next row cf 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 SCJ- STem inSTaLL ROCK -IT SYSTEM' Install Eco Fasten 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 1 3/8" plus module dimensicn. Set mounts on eave most row so that the Rock -It Pedestal is on the South end of Rock -It Slide. (ex. image 1) Set mounts on all upper rows so that the Rock -It Pedestal is on the Nortl- 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. Attach Couplings to Array Skirt 3-4 Tighten the west most array skirt bolt on coupling first. When tightening the east bolt the array skirt sections will be drawn togetter. 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 shirt. 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 during 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 Coiplings to 150 in -lbs. Note: Torque setting may vary according to module manufacturer. Install Balance of PV Modules 8_9 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 GrounDlnG 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.S" 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 Bolton 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. IBonDInG AssemBLY anD BonDinG PATH • Bond Path Grounding Lug - Equipment.Grounding Conductor (EGO} general' to earth ground Rock -It Coupling Rock -It Mount Integrated Bonding . www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 THermaL 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 Maximum bracket spacing in portrait orientation is 48" OC. Spacing may vary depending upon p areas may rel sTaGGereD LaY ouT Staggered Mounting Points >, >rr. law ■ a — Bond Path Q Grounding Lug EquiCent,Grounding Canduct0 ((GC} generally to earth ��uhd Rock-ItCoupling' a Rock -It Mount Landscape Orientation Maximum bracket spacing in landscape orientation is 72" OC. specific structural requirements; i.e. high snow and wind load lesser spacing E -W than the maximum. canTILever anD oFFseT Q Rock It Mount Rock -It Coupling Cantilever: Maximum cantilever is 25% 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 SYSTEM ROCK -IT SYSTem • 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 • SIMPLE- only 3 components • Fixed wire management tray • North-South adjustability of up to 4' • 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. Ground Wire Rock -It Slide Range 4" Max Module Size 64.96"(. 650mm) x 39A5"(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" d ameter Mount Box QTY 12 units Module Cantilever Lesser of 25°x6 Width, or Module Installation Manual Coupling Box QTY 12 units Warranty 10 Year Material and Workman ship Codes: National Electric Code, ANSI/NFPA 70, NEC 250, NEC 690, IRC, IBC Standards: UL 2703, UL 1703 No", reOUS A o > Solar- www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 solar =@@ SolarEdge Single Phas For North America SE3000A-US / SE380OA-US / SE5000i SE760OA-US / SE1000OA-US / SE11401 The best choice for SolarEdge enabled systems Integrated arc fault protection (Type 1) for NEC 2011690.11 compliance Superior efficiency (99%) 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 C12.1 USA -GERMANY -ffAI.Y- FRANCE -JAPAN -Ch:NA-AUSI'RAl1A I-IF.NEII-IEliLANOS ISRAEL WWW,solaredge,us solar Single Phase Inverters for North America SE3000A-USISE380OA-US/SE500DA-US/SE6000A-USI SE7600A-US / SE10000A-US / SE1140OA-US OUTPUT Nominal AC Power Output SE3000A-US j SE3800A US t SES000A US j SE6000A US j SE7600A US , SE10000A- US ; SE1140OA-US j –3000 3800 5000 ' 6000 7600 9980 @ 208V 11400 10000 @@240y 5400 @ I08V 1 10800 @ 208V VA Max. AC Power Output 3300 4150 6000 8350 12000 VA 5450 240V 10950 240V AC Output Voltage Min. -Nom. -Max.(' 183 - 208 - 229 Vac AC Output Voltage Min: Nom: Max i�1 211-240-264Vac ` AC Frequency Min: Nom: Max.fil ( . 593 - 60'- 60.5 (with HI country setting 57 - 60 - 60.SJ H: Max. Continuous Output Current 12.5 � 1G 24 @ zaav 25 I l as @ zoav 32 ; 47.5 A i 21. @ 240V ....................................:...42,@ GFDI Threshold 1 A UHlily Monitoring, Islanding Protechan, Country Configurable Thresholds Yes -INPUT _ - –Yes_ Recommended Max. DC Power"'– - (� �NCJ 3750 4750 6250 7.500 9500 12400 i 14250 t W Transformer -less, Ungrounded Yes Max. Input Voltage 500 Vdc Nom. DC Input Voltage 325 @ 208V 1350 @ 240V Vdc Max. Input CurrenN1l 16.5 @ 2USV 33 @ 208V 9.5 13 la 2.l 34.5 Adc 1 15.5 @ 240V 30.S $0 140V Max. Input Short Circuit Current 4S Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 600b1 Sensitivity Maximum inverter Efficiency97.7 98.2 98.3 98.3 98 98 98 - % CEC Weighted Efficiency s 97.5 @ 208V ' 97'@ 208V 97.5 98 77.5 97.5 97.5 1 X 98, @ 240y 97.5 (41240y NighttimePower Consumption <2.5 1 <4 I W FEATURES_ _ADDITIONAL Supported Communication Interfaces _ – — _ RS485, RS232, Ethernet, ZlgBee (optional) Revenue Grade Data, ANSI C12.1 Optional' Rapid Shutdown – NEC 2014 690_.12 I Functionality enabled when SolarEdge rapid_ shutdown kit is installedt" i STANDARD COMPLIANCE— r – Safety U1.1741. U116998, UL1998. CSA 22,2 t Grid Connection Standards ( IEEE1547 Emissions _ FCC partlS class 0 INSTALLATION SPECIFICATIONS – – AC output conduit size /AWG range 3/4" minimum / 16-6 AWG T 3/4" minimum / 8-3 AWG DC input conduit– .size / It of strings / 1 I AWG range , 3/4" minimum / 1-2 strings / 16-6 AWG 3/4" minimum / 1-2 strings / 14-6 AWG 1 Dimensions with Safety Switch 30.S'k 12.S x 7 / 30:5 x12.5 z 7:5 / in/ HxWz 77Sx315x;172 30.5x12.5x10.51775x.315x260 77S'x315x191 mm Weight with Safety Switch I 512./232 94cTj 24.7 88.4/40.1 Ib / kg Cooling Natural Convection Fans (user replaceable) Noise. < 25 <50 d BA Min. -Max. Operating Temperature ' -13 to +140 / -25 to +fill (-40 to +60 version avaflablel") 'F /'C Range Protection Rating NEMA 3R For other regional settings please contact SolarEdge support 1116kW and lower. limited to 1359. of AC power; 7 6kW and higher: Limited to 125% for locations where the yearly average high temperature is abwe 77'F/25'C and to 135% for locations wham It Is below 77'F/25'C For detailed information, refer to Into//wsvwsullrnlnr.uslfllaslndll/IinNtler do ovmvrrtx,ymde.odf _ In A higher current source may be used; the inverter will Omit its input current to the values stated I" Revenue grade invertor P/N; SEaxxaA-USOOONNR2 I'l Rapid shutdown kit P/N: SE1000-RSD-Sl 111 -40 version P/N: SExaxxA-US00ONNU4 solar-•• 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! - AUSTRALIA www.solaredge.us solar` 1 e SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 P400 P405 (for 72 & 96-cell madtdes) (far thin film madulesl ------ ---- - — -- INPUT _ Rated Input DC Power"' � 300 400 405 W Absolute Maximum Input Voltage 48 80 12S Vdc (Voc at lowest temperature) 1 MPPT Operating Range j 8-48 8 -80 12.5-105 Vdc Maximum Short Circuit Current (Isc) 10 Adc Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency I 98.8 % + OUTPUT DRING OPERATION )POW_ ER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) _ui Maximum-6 p ut Current 15 i Adc Maximum Output Voltage 60 j 85 ; Vdc _ _ , OUTPUT DURING STANDBY (POWER O_PTIMIZER DISCONNECTED FROM SOLAREDG_ E INVERTER OR S_ OLARE_DG_E INVERTER OFF) Safety OtltpuLVo.i age_per_Power_Optimizer 1 1 Vdc STANDARD COMPLIANCE _ _—! EMC FCC Part15 Class B, 1EC61000-6-2, IEC61000-6-3 Safety IEC62109-1(class II safety), UL1741 RoHS _ _ Yes I INSTALLATIONSPECIFICATIONS_- _ _ Maximum Allowed System Voltage 1000 Vdc Pxxx-2 series 141 x 212 x 40.5 / 5.5.5 x 8.34 x 1.59 mm/in Dimensions (W x L x H) t 128x152x27.5/ 129x152x35/ l 128x152x48/ P t Pxxx-5 series t 5x5.97x1.08 i I 5ic5.97x1.37. I 5x5.97x1.89 mm / in Pxxx-2 series Weight (including cables) ;I 95012.1 gr / Ib Pxxx-5 series ' 770/1.7 i 930 / 2.05 ! 930/2.05 gr / Ib Input Connector MC4 Compatible Output Wire Type / Connector i Double Insulated; Amphenol Output Wire Length I 0.95 / 3.0 1 1.2/3.9 m / ft Operating Temperature Range -40 -+85 / -40 -+185 'C/'F I Pxxx-21series ( IP65 / NEMA4 Protection Rating • • • •• 4 Pxxx-S series I IP68 / NEMA6P Relative Humidity 0-100 % �Hated STC power of the module. Module of up to +559d power tolemnse allowed. PV SYSTEM DESIGN USING A SOLAREDGE INVERTER") SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length 8 10 18 (Power Optimizers) Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths or Orientations Yes "lit Is nal allowed to mix P405 with P300/P400/P600/P700 in one string a "OR 9 �510 W4, Q RAIN 0 BUSTER C na �A!' ; I°o � arranty \ eti�►e Astra Flexible Roof Tile Adhesive/Sealant pmdangfz) Moog &ez&z 'rnd! &M&On We ROOF TILE 1 SHINGLES 1 SHEET METAL I FLASHING I VENTS I GUTTERS I 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 I' Permanently Secures Roof Tile conditions. To. prevent roof damage and leaks, an adhesive/ D Non -Shrinking, Permanently Flexible sealant must be a standout performer. RainBuster 850 Ultra -Flexible Roof Tile; Adhesive/Sealant is specified by PUVResistant; Flexes toPrevent Broken Tiles leading builders and trusted by quality -minded contractors. b Withstands Extreme Wind, and Foot Traffic to prevent roof leaks. Unlike traditional roofings 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 p VOC, CARB, and AOMD Compliant seals joints to effectively divert water away from the home. b Lifetime Warranty The Ultimate Roof Tile Adhesive/Sea 0 0 02 RAIN BUSTER o f s r a In .• 5 10 K s St V N s •A 97 05• 500-4 6 w op d str a .co i f� - "W" tW S 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 file adhesive or as a sealant on flashing, vents, and other roof penetrations. RainBuster 850 is ideal for specifying as a mutt -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. AVAILABILITY AND 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 M, A and M Federal Specification TT -S -00230C (COMABS) Type II, Class A Canadian Specification CAN/CGSB-19,13-M87 ENWRO11MENTALLY FRIENDLY • Qualifies for LEED Credit from U.S. Green Building Council:1 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 ° Field Proven to Prevent Roof Leaks TILE -TO -TILE BONDING RainBuster 850 is ideal for adhering roof tile to - +1 the in valley, ridge, hip, rake and general roof the Installation. Secures cut tiles when mechanical fasteners cannot be used. iteinBuster 850 provides ` addlUonal protection against wind uplift, seismic ^a"�WX"W=WW_.._ activity, and file damage. Prevents the chatter. 4 RainBuster 850 seals nail entry points created during tile Installation. RainBuster 850 flexes to k • a' stay banded and prevent broken Ile and roof leaks. FLASHING LAP JOIN" RainBuster 860 Is ideal for sealing vaded lap joints where two lengths of flashing meet such as In valleys. RainBuster 850 flexes to maintain a pennanemty bonded 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 sec- tions). Available in the multiple colors and paintable (see painting section). 1 ROOF -TO -WALL FLASNINGS Rain8uster 850 Is ideal for use where flashing terminates at wags and chimneys. RainBuster 850 provides outstanding adhesion to both metal and �'� `"-a"•y" common exterior wall surfaces. RainBuster 850 • flexes to maintain 9, watertight seal. For best x.h 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 muftipte colors « ' and palntable (see painting section). VEMM AND CHIMNEY CAPS RalnBuster 850 seals joirds in vents, 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 �w .. bead as necessary (see application and tooling sections). Available in the multiple colors and paintable (see painting section). Ofiibm Seats seams ingutters, gutter assemblies, and downspouts. �oflesrwlgbetSle Adheres shingles and supplements mechanical fasteners. Sit 40W Permanently seals seams and fastener emry holes. NIfiRSupptements mechanical fasteners and seals seam. Can significantly reduce wtation noise. N ' 03 "Seals tears in fell and underlaymerd. Bridge entre tear and tool as necessary. OWSh w l@*Rapd Adhems to to damp surfaces. Remove standing water prior to application. Top Industrial, Inc. • 15010 Keswick St.. Van Nuys, CA 91405 • 800-473-1617 • www:topindustrial.com 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 art 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/sealant 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 are 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: RainBuster 850 is appropriate for use in new construction and repairs on a wide range of common rooting materials including concrete, clay, slate, composition, fiber -cement, asphalt saturated shingles, masonry, mahu;.metals Including galvanized, aluminum, and copper, undedayment and felts, plastics including PVC, vinyl, fiberglass, nails, and wood. PREPARATION: For best adhesion results, surfaces should be dean, and free from dlrt, dus%, oils, release agents, standing water, old sealants, or other contaminards. Dust and loose particles should be blown oft surfaces. FIELD PRETEST: Due to the varied nature of construction substrates, field-test adhesive/sealant on actual surfaces prior to beginning work User must determine it results including adhesion are acceptable. TOOLI140: If required, fooling is recommended within 20 minutes after application. Tooling should be done in one continuous stroke. Techniques using solvents or soaps are not recommended. H masking, remove- tape Immediately atter tooling. CLEAN UP: Clean hands safety with RainBuster Top Towels (citrus wipes). Mineral spirits and other commercial solvents such as xylene, toluene, or methyl ethyl ketone (MEIQ may be used to dean up excess smears and tools. The use of solvents may be hazardous to your health. Keep away from open flame and use in well -ventilated area. Follow solvent manufacturer's instructions. Cured adhesive/sealant is difficult to remove and must be done so by abrasion or other mechanical means. PAINTING OVER RAINBUSTER 850: For best results, apply paint over RalnBuster 850 adhesive/sealant 72 hours after application. High quality 100% acrylic paints and primers are recommended. Many roofing specific spray paints are acceptable. Avoid the use of oil base paints as they may exhibit, a slow/non- curing condition when in. contact with adheslve/sealant Paint when weather and temperature conditions meet paint manufacturer requirements. Field pre-test for suitability of paint and painting process is required. Contractor must determine suitability. Consult Top Industrial for further information. MAINTENANCE No maintenance should be needed. If adhesive/sealant becomes damaged, remove damaged portion. Clean surfaces in damaged area, and repair with fresh RainBuster 850. PRIMING PRIOR TO APPLICATION: Generally, priming is not required. If' adhesion pretest is unacceptable, consult Top industrial for recommendations. APPLICATION OVER GLAZED, PRE- PAINTED, OR PRE -PRIMED SURFACES: Glazed; pre -painted and pre -primed surfaces typically do not have the adhesive quality or flexibility of RainBuster 850 adhesive/sealant Lack of adhesive/sealant contact WtthL raw substrate may inhibit ability to maintain bond and. seal. Glaze, paint or primer may puff away from raw substrate with joint movement. USE WITH ASPHALT BASED SELF - ADHERED FLASHING (A.K.A. SBS modi- fied asphalt & bituminous matedaq: When used appropriately, RainBuster 850 can be used successfully with asphalt - based flashings. Unlimited contact is acceptable between adhesive/sealant and the permanent polyethylene/plastc- based facer side of sett -adhered: asphalt flashings. Steps must betaken to minimize contact with the adhesive side of asphalt flashings. Plasticizers- in adhesive/sealard may accelerate the normal moistening and softening of asphalt that occurs with heat Do not apply adhesive/seaiant directly to adhesive asphalt side of flashing. Do not apply adhesive side of asphalt flashing directly over adhesive/sealant. Remove excess sealant prior to application of adhesive asphalt side of flashing: User must determine suitability through field pretest Consult Top Industrial for further information. LIMITATIONS: Suitability for each intended use must be determined by the user using the Information found in this data sheet and as application pretest • Not for use over standing surface water or surface frost • Not designed' to replace use of mechanical fasteners. • Not for use where subjected to constant water immersion. • When painted, user must determine paintsuilability. See"Painting" section for detailed limitations. When used with asphalt -based self - 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 &90's curing process. Avoid sealant contact with solvent cleaners during cure. This may interfere with RainBuster 850's curing process PRECAUTION: Combustible vapor. Uncured sealant may. rause allergic skin reaction and eye, skin andrespiratory tract Irritation: Keep away from; sparks and flame. Avoid contact with eyes, skin and clothing. Avoid prolonged exposure to vapors. Use only with adequate ventilation. Wear protective dating during handling. Wash ftaroughty after handling. KEEP OUT OF REACH OF CHILDREN. See material safety data sheet before use (contact Top Industrial or drstributoo: FOR OOMMUCTION AND OiDUSTR1AL USE BY QUALUM CRAFiSWK FIRST AID: If inhaled, remove to fresh air. If breathing is difficult, give oxygen and call' a physician. In case of- contact with, uncured sealant, immediately flush %,as with water for at least 15 minutes and wash skin with soap and water after using RainBuster-Top Towels (citrus wipes). Call a physician it inflation persists. See material safety data shed for more detail. LIFETIME WARRANTY DETAILS: Top Industrial, Inc. wanards this sealant/adhe- sive to perform as described on its pack- age and associated data sheet for a period of 100 years from the date of purchase. Upon proof of purchase, Top IndusMal's. sole liability, expressed,or implied, shall be to replace sealant/adhesive proven defec- tive and is limited to the slated selling price. This warranty is not transferable from the original purcimser. in no event shag Top Industrial, be Gable for oonse- querdial or incidental damages, resulting from the use of its sealant products. The Ultimate Roof Tile Adhesive/ Sealant Ultra Flexible Roof Tile Adhesive/Sealant Prevents Roof Leaks and Broken Ti'fie ROOF TILE I SHM11118 I SHEET METAL 1 FUSNIN i von i GumRS I TRIM I NEW CONSnWID f IN I ROWS AVAILABLE COLORS t Coral Terra Cotta Tan Gray (Sinney Brown 11" (BMW) r 300 ML CARTRIDGES APPRO)OMATE LINEAR FEET PER CARTRIDGE BEAD WIDTH, INCNES 1/4" We" 1/2" 5/8" 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 0 - 3/8" - 11.0L8.3 6.6 5.5 4.7 4.1 1/2" - - 6.2 5.0 4.1 3.5 3.1 hn Mnde in the USA For more than 25 years, Top Industrial's RainBuster d has been trusted to prevent leaks in the building ,elope and squeaks in floor structures. Today that ist runs deep - RainBuster is specified by Me ration's leading builders and busted by scores of respected contractors. The reason ►or the trust Is simple... RalnBuster products and services outperform other brands in preventing leak and squeak related call-backs. PH YS= PROPERTIES SkinTime..........................................................1-3 hours Cure Time...........................................................1-3 days % Solids.......................................................96% to 99% Paintable......................................... Yes — See limitations Sag or Slump...........................................................None Clean-Up....................................................Citrus Cleaner Shrinkage....................................................................NII Chalking or Crazing......,. ,:...... ......... ............:.... ....Nit "MC& PERFORMANCE CH4114CFER/S71CS After 7 days cure at 77 deg. F and 50% RH Hardness (Shore A): ................................ 32 ASTM D 2240 Tensile Strength ......................Up to 250 psi ASTM D 412 Elongation.._ ..................................... 1400% ASTMI D 412 Adhesion. In Peel..................................................>33 p(w, ........................................... T S-00230ASTM C 794 Stain•& Color Change................................................None .........................................TT-S-00230C/ASTM C 510 OzoneF Resistance ...............................................Excellent Joint Movement Capability ..................................... ±35% ASTM C719, 73°F cure / 73°F cycling Ull Resistance ........................Excellent - ASTM C 793-75 Water Resistance ................................................Excellent MITFARM BIP. -Product Data Sheet DU222RB Safety Switch, 60A, 240VAC, Non -Fusible, General Duty, 2 -Pole Technical Characteristics bySehneWer j1.ctric List Price $353.00 USD Availability Stock Item: This Item Is normally stocked In our distribution facility. Wire Size #10 to #2 AWG(AI) - #14 to #2 AWG(Cu) Action Single Throw Ampere Rating 60A Approvals UL Listed File Number E2875 Enclosure Type Rainproof and Sleet/lee proof (Indoor/Outdoor) Enclosure Rating NEMA 3R Factory Installed Neutral No Maximum Voltage Rating 240VAC Disconnect Type Non -Fusible Terminal Type Lugs Mounting Type Surface Type of Duty General Duty Number of Poles 2 -Pole Shipping and Ordering Category 00106 - Safety Switch, General Duty, 30 - 200 Amp, NEMA31R Discount Schedule DE1A GTIN - 00785901491491 Package Quantity 1 Weight 4.7 lbs. Availability Code Stock Item: This item is normally stocked in our distribution facility. 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. ',. 0 2009 Schneider Electric, All All rights reserved, Electric