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Home My WebLink AboutB17-0431 027-270-043BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 1 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line (IVR) : 530.538.4365 (Cut off time for inspections is 2pm) Development Services cannot guarantee inspections on the date requested Office: 530.538.7601 Fax: 530.538.7785 www.ButteCounty.net/dds Permit No: B 17-0431 Issued: 3/14/2017 APN: 027-270-043 Address: 112 BLEDSOE CT, OROVILLE Owner: MARBLE KENNETH & WARD WILLIAMS Permit Type: SOLAR ROOF -RES Description: ROOF MNT SOLAR (5.6KW) Flood Zone: None SRA Area: Yes Front: Centerline of Road: Rear: SRA: Street: AG: Interior Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 131 Foundations / Footings 111 Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Setbacks 131 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test Underground/floor 404 Gas Piping Underground/floor 403 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Blockin /Unde inin 612 Tiedown/Soft Set System 611 Do Not Install Floor Sheathing or Slab Until Above Signed ShearwallB.W.P.-Interior 134 ShearwallB.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 417 Manometer Test Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 153 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 4 -Way Rough Framing 128 Gas Piping House 403 Gas Test House 404 Shower Pan/Tub Test 408 Do Not Insulate Until Above Signed Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Swimming Pools Inspection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Swimming Pools Setbacks 131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite 506 Pre -Deck 505 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 131 Blockin /Unde inin 612 Tiedown/Soft Set System 611 Permanent Foundation System 613 Under round Electric 218 Sewer 407 Underground Water 417 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Filtals Public Works Final 538.7681 Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final "PROJECT FINAL -rrvleci rums u a %-cruucate ui vccupancy sur knesmenam vmy/ PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION BUTTE .COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR)#:530.538.4365 t OFFICE #: 530.538.7601 FAX#:530.538.7785 www.ButteCounty.net/dds PROJECT INFORMATION _ Site Address: 112 BLEDSOE CT Owner: Permit NO: B 17-0431 APN: 027-270-043 MARBLE KENNETH & WARD Permit type: MISCELLANEOUS 112 BLEDSOE CT Issued Date: 3/14/2017 By DAH Subtype: SOLAR ROOF -RES OROVILLE, CA 95966, Expiration Date: 3/14/2018 Description: ROOF MNT SOLAR (5.6KW) Occupancy: Zoning: Contractor Applicant: Square Footage: WESTHAVEN INC MATT MELNIKOW Building_ Garage Remdl/Addn 800 NORTHGATE DR 800 NORTHGATE 0 0 0 YUBA CITY, CA 95991 YUBA CITY, CA 95991 Other Porch/Patio Total ,8665754112 8662654112 0 0 0 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) - State Contractors License No. I Class I Expires I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for WESTHAVEN INC 965111 / B / 8/31/2017- the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, 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 Contractors' 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 i Slate License Law (Chapter 9 (commenting with Section 7000) of Division 3 of the Business and - in full force and effect. Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. X 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 Contractors Signature Date do U all of or U portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the WORKERS' COMPENSATION DECLARATION _ I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ElI have and will maintain a certificate of consent to self -insure for workers' burden of proving that it was not built or improved for the purpose of sale.). compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No.I, . as owner of the property, am exclusively contracting with licensed Contractors to r construct the project (Section 7044, Business and Professions Code: The Contractors' Stale I have and will maintain workers' compensation insurance, as required by Section 3700 of El License Law does not apply to an owner of property who builds or improves thereon, and who the Labor Cade, for the performance of the work for which this permit is issued. My workers' contracts for the projects with a licensed Contractor pursuant to the Contractors' State License - compensation insurance carrier and policy number are: Law.). Carrie, ACE AMERICAN Policy NumbRVVCC64375274Exp. (WW2018 . ElI am exempt from licensure under the Contractors' Stale License Law for the following reason: ❑ I certify that, in the performance of the work for which this permit is issued, I shall not Vilify 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 those provisions. . X Signature Date 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. CONSTRUCTION LENDING AGENCY DECLARATION 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 (Section 3097, Civil Code). - Lender's Name and Address ' Owners Signature _ Date', By my signature below, I certify to each of the following: am (_) a California licensed contractor or U the property owner' or U authorized to act on the property owner's behalf**. I have read this construction permit application and the information I have provided is correct. I agree to comply with all applicable city and county ordinances and state laws relating to building construction. I authorize representatives of this city or county to enter the above -identified property for inspection purposes. California Licensed Contractor, Property Owner' or Authorized Agent": 'requires separate verification form "requires separate authorization form X .. .Name of Permittee [SIGN] Print Date Lenders Name & Address City State 'Zip FEE INFORMATION Total Fees: $445.00 Fees Paid: $445.00 Balance Due: • (None) Job Value: $20,952.00 PROJECT DESCRIPTION: 202280 Q-CELLS-280W-POLY-ANTUM MODULES ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES SYSTEM SIZE: 5.60 kW DC STC ARRAY AREA #1: 359.60 SQ. FT. EQUIPMENT SUMMARY 01 SOLAREDGE SE 5000A -US INVERTER 20 SOLAREDGE POWER P300 OPTIMIZER SHEETINDEX PV -1 SITE PLAN, HOUSE PHOTO & VICINITY MAP PV -2 ROOF PLAN & MODULES PV -3 ATTACHMENT DETAIL PV -4 ELECTRIC LINE DIAGRAM PV -5 WIRING CALCULATIONS PV -6 PLACARDS, RACKING CALCS & ATTACHMENT PV -7 to 10 EQUIPMENT SPECIFICATION APPLICABLE CODES: N 2016 CALIFORNIA BUILDING CODE, [CBC] BASED ON 2015 INTERNATIONAL BUILDING CODE,4L 2016 CALIFORNIA RESIDENTIAL CODE, [CRC1 BASED ON 2015 INTERNATIONAL w E RESIDENTIAL CODE, 2016 CALIFORNIA PLUMBING CODE, [CPCI BASED ON 2015 UNIFORM PLUMBING CODE, s 2016 CALIFORNIA MECHANICAL CODE, [CMC] BASED ON 2015 UNIFORM MECHANICAL CODE, 2016 CALIFORNIA ELECTRICAL CODE, [CEC] BASED ON 2014 NATIONAL ELECTRICAL CODE, 2016 CALIFORNIA FIRE CODE, [CFC] BASED ON 2015 INTERNATIONAL FIRE CODE, 2016 CALIFORNIA GEEN BUILDING STANDARDS CODE, [CGBSC] 2016 CALIFORNIA ENERGY CODE, [CEC] 2016 ADA STANDARDS FOR ACCESSIBLE DESIGN ARTICLE 690, NEC 2011 CODE BOOK TITLE 24 RESIDENCE ENERGY EFFICIENCY STANDARDS CAL -FIRE PHOTOVOLTAIC INSTALLATION GUIDELINES 564'-3" ± --------------=----------------7 o` �o Z� \` (E) POOL (E) STRUCTURE (E) SHOP , ICTURE t 1. SITE PLAN WITH ROOF PLAN PV -1 SCALE: 1" = 100'-0" PROPERTY LINE Y,(20) Q-CELLS-280W-POLY-ANTUM MODULES �- ROOF #1 i+) tp I, - ,It ' — (E) SOLAR PANELS �– (E) POLE 318'-6" ± PROPERTY LINE (E) MAIN SERVICE PANEL 2 HOUSE PHOTO PV -1 SCALE: NTS PROJECT SITE ` Anois J 1 Orym OD 1� Dspdmd f � » " [Wena 1 /. rt,'� Om01e 0 Wk a• r. 4 fwnn Gy Oro" e e.M r 1{1 i r w.a ❑p y` BLEDSOE CT,Or Cduse, Nn=raj e j @T j 1 .A 7} jr. s,- &on+io VA •+ Con . [dwa } f( •' Qba . cit t7 1 .'• Jceeva.�e olrveroYrm a 3 VICINITY MAP ' PV -1 SCALE: NTS z L rn LO ` W / = V o U E I� U Q oe. T (c3" f0 CJ � 4 � OLo �. a .a ,--, o> Ic H ° �cs*t o s a � V W = 3 < 3 3 0 � L) �0 a a E L4 :A� REVISIONS DESCRIPTION DATE REV Signature with Seal REVIEWED BY RODNEY KEEN 3113/201 PR CT NA Q (�j W t C °O O o 0 UCO coN`o� Q w�Nti� _ CQ < c N E �- wU`no c J Ld Z 0°_jWOY Z. ��0Z LLl � 0 z J Y pn-QQ. W SITE PLAN & VICINITY MAP SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -1 MODULE TYPE DIMENSIONS &WEIGHT ,• : �t t LEGEND NUMBER OF MODULES = 20 MODULES -.SUB PANEL' "f MODULE TYPE = Q-CELLS-280W-POLY_MODULES • 0 s MODULE,WEIGHT = 41.89 LBS / 19.0 KG: _ - w s - 3'SETBACK MODULE DIMENSIONS = 65.75" x 39.37' = 17.98 SF UNIT WEIGHT OF ARRAY = 2.33 PSF.- ARRAY & ROOF AREA, CALC.'S (ROOF #1) ARRAY AREA = 359.60 SQ. FT. ROOF AREA 1342.50 SQ. FT. + 359.40 / 1342.50 = 26.79 % OF- ROOF ` < FACE AREA COVERED -'BY. ARRAY 4 ROOF DESCRIPTION (ROOF #1), _ ROOF TYPE ' METAL -ROOF w L' w RnnF TILT - 1R° 0 ♦ t s JB JUNCTION BOX INv INVERTER :. INTEGRATED DCiDISCONNECT SOLAR LOADCENTER` ` PM PRODUCTION METER MAIN SERVICE PANEL-' ' pvM y.- PV METER (SMUD/GRIDLEY ONLY) _ � !-_1• -'_\/GAIT ATTIr` GAN iDnnG r1RQTPI IrTI(lN1 rn Z uo , - W` W Qor` o E / _ V, a 0 °' �` :a N o � u, x Co l!7(p 2 'ol o @ M }�-';� 3�L W _ � J U) Sot.@3 � 0 E cu gay •, C7 .. E REVISIONS DESCRIPTION.,DATE REV Signature with Seal S f •. REVIEWED BY - RODNEY KEEN - r '• ,3/13/2017 PRO) NAME E }Qe.� O .LLJ U p - Y :D, .0 m, cf�_. U -Ni, o QQ - WW . Lr) C) U) Q � Q NY m 2 ❑ U.M-ti E L N. O.; WLij co_,JW..� Z N J•ZO� fZ >OZp.. W O 2.z Y 12- Q iJ ,2 • W ROOF PLAN. & MODULES SHEET SIZE -ANSI B - ,. 11"X17" - SHEET NUMBER PV -2 a ■ z0) 0) `W E E /�0 _ N � tp o c u5 U7 CD Fj d BOOL T 0 LU 02 }Mw v._ N t N. 0U�3 �CU M . �a L0 'REVISIONS DESCRIPTION: • DATE REV j . Signature with Seal . ki • • REVIEWED BY RODNEYKEEN 3/13IP017 O�CS NA f. Q o o . W. J, co C) c co M O 0 (0c� c) � ' a� Q w o 0 °' N 2 0- qr— E F- 11J o c W co Z c\1JZO .. Z 0ZD W �O=Z'� Y: baa O. Q < LU. ATTACHMENT • DETAIL SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -3 of + PV MODULE ALUMN. "L" BRACKET (N) END/MID CLAMP W/3/8" SS BOLT & NUT ' - (N) IRONRIDGE RACKING SYSTEM SEE PV -6.1 ` (E) TRAPEZOIDAL ROOF (N uACKET .. /PROTEA Df SEE -6.1 • .1 ATTACHMENT, ' DETAIL (SIDE VIEW)-',,.. � .: :.. ... .. .: • . . PV -3 SCALE: 1-1/2" =,1'-0" } (N) END CLAMP (N) MID CLAMP . V-0" (TYP.) AL'UMN.-"L" BRACKET 1N/3/8" SS BOLT &NUT oe (E) TRAPEZOIDAL ROOF (N) PROTEA BRACKET SEE PV -6.1 (E)STRUCTURE. 2. ATTACHMENT DETAIL (FRONT VIEW) PV -3 SCALE: 1-1/2" = 1'-0.1 z0) 0) `W E E /�0 _ N � tp o c u5 U7 CD Fj d BOOL T 0 LU 02 }Mw v._ N t N. 0U�3 �CU M . �a L0 'REVISIONS DESCRIPTION: • DATE REV j . Signature with Seal . ki • • REVIEWED BY RODNEYKEEN 3/13IP017 O�CS NA f. Q o o . W. J, co C) c co M O 0 (0c� c) � ' a� Q w o 0 °' N 2 0- qr— E F- 11J o c W co Z c\1JZO .. Z 0ZD W �O=Z'� Y: baa O. Q < LU. ATTACHMENT • DETAIL SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -3 of %5 (E) JUNTION BOX (E) 1 STRING OF 10 CANADIAN SOLAR 260W MODULES (E) 1 STRING OF 10 CANADIAN SOLAR 260W MODULES (E) WIRING (E) INVERTER: #1 SMA5000A-US OUTPUT: 240 VAC, 21A (E) WIRING (E) WIRING (E) WIRING (E) INVERTER: #1 SMA5000A-US OUTPUT: 240 VAC, 21A BOX I (E) WIRING (E) WIRING (E) 1 STRING OF 10 CANADIAN SOLAR 260W MODULES (E) 1 STRING OF 10 CANADIAN SOLAR 260W MODULES 1 ELECTRICAL LINE DIAGRAM PV -4 SCALE: NTS SOLAR ARRAY (5.60 kW -DC STC) Q -CELLS -280W -POLY -MODULES 1 STRING OF 11 MODULES CONNECTED IN SERIES STRING 1 STRING OF 09 MODULES CONNECTED IN SERIES STRING PV MODULE GROUNDING SYSTEM 20 SOLAREDGE POWER J P300 OPTIMIZER (N) INVERTER: #1 SE5000A-US (240V) OUTPUT: 240 VAC, 21A 98% CEC WEIGHTED EFFICIENCY NEMA 3R, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT RAPID SHUTDOWN -NEC 2014 690.12 5000 + 240 X 125 = 26.04 L1 I I I (N) JUNTION BOX L2= I I I 600 V, NEMA 3 N I I I UL LISTED G ----I I I I+ _ + G I I I I . L--- ------------� L1 L2 N G G (2) #10 AWG THWN-2 + Red (2) #10 AWG THWN-2 - Black- EGC #6 THWN-2 (N) THLK2200 SUBFEED TO UTILITY GRID LUG KIT LINE SIDE TAP L1 L2 N BI-DIRECTIONAL UTILITY METER 0 1 -PHASE, 240V AC DISCONNECT: DG223NR6 240V, 90AMP FUSED, NEMA 3R, UL LISTED L1 L2 N (E) MAIN SERVICE PANEL, Li u GENERAL ELECTRIC 200A RATED, 240V. L2 L N N E MAIN BREAKER t (3) #10 AWG THWN-2 (1) #6 AWG THWN-2 GND 3/" EMT. APPROX. 5' REPLACE THE (E) PV SOLAR, LOAD CENTER WITH A (N) PV SOLAR LOAD CENTER 240V, 125A RATED NEMA3, LUG -FED E ---- --- ---- ----- --- -- - I (2) #10 AWG THWN-2 + Red (2) #10 AWG THWN-2 - Black EGC #6 THWN-2 s■■sm ION M■� ■ ---- --- ---- ----- --- -- - I (2) #10 AWG THWN-2 + Red (2) #10 AWG THWN-2 - Black EGC #6 THWN-2 ZLO W C) U C=) Y E ' 1` - U Q �CN rn to V rI- nu� c 0. o _ Lo N C } _n i J N N 3000 _ aL) c at r E (D E LO REVISIONS DESCRIPTION DATE REV Signature with Seal REVIEWED BY RODNEY KEEN 3/13120 PRr ECT NAME E Q o W C) o J _ Z) cc) m MM Ole- 0 (O CV 6 V Q Wp�— CNN�-0 2 CD Co 0CQ 0"0 E W J I LO L O C Z mJWO„ Z >0z0 W r 0= z J Y C�Q-5- 0 Q W DIAGRAM SHEET SIZE ANSI B 11"X17" SHEET NUMBER PV -4 ION M■� �■■rr� ■■rte Lill II 10AA,Y,A� mFCI pAAAAYA ZLO W C) U C=) Y E ' 1` - U Q �CN rn to V rI- nu� c 0. o _ Lo N C } _n i J N N 3000 _ aL) c at r E (D E LO REVISIONS DESCRIPTION DATE REV Signature with Seal REVIEWED BY RODNEY KEEN 3/13120 PRr ECT NAME E Q o W C) o J _ Z) cc) m MM Ole- 0 (O CV 6 V Q Wp�— CNN�-0 2 CD Co 0CQ 0"0 E W J I LO L O C Z mJWO„ Z >0z0 W r 0= z J Y C�Q-5- 0 Q W DIAGRAM SHEET SIZE ANSI B 11"X17" SHEET NUMBER PV -4 DC CONDUCTOR AMPACITY CALCULATIONS: ARRAY TO JUNCTION BOX (INV #1): EXPECTED WIRE TEMP (In Celsius) 38' TEMP. CORRECTION PER TABLE (310.16) 0.91 NO. OF CURRENT CARRYING CONDUCTORS 4 CONDUIT FILL.CORRECTION PER NEC 310.15(B)(2)(a) 1 CIRCUIT CONDUCTOR SIZE 12 AWG CIRCUIT CONDUCTOR AMPACITY 30A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B) 15.03A 1.25 X 1.25 X Isc 38+2Z = 6T DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 27.30A TEMP. CORRECTION PER TABLE (310.16) X CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) X CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) CIRCUIT CONDUCTOR AMPACITY CIRCUIT CONDUCTOR SIZE Result should be greater than (15.03A) otherwise less the entry for circuit conductor size and ampacity DC CONDUCTOR AMPACITY CALCULATIONS: FROM JUNCTION BOX TO INVERTER (INV #1):. AMBIENT TEMPERATURE ADJUSTMENT FOR EXPOSED CONDUIT PER NEC 310.15(B)(2)(c) +22 EXPECTED WIRE TEMP (In Celsius) 38+2Z = 6T TEMP. CORRECTION PER TABLE (310.16) 0.71 NO. OF CURRENT CARRYING CONDUCTORS 4 CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) 80 CIRCUIT CONDUCTOR SIZE 10 AWG CIRCUIT CONDUCTOR AMPACITY 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B) 387 TEMP CORRECTION PER NEC TABLE 310.16: 15.03A 1.25 X 1.25 X Isc 8 AWG DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 22.72A TEMP. CORRECTION PER TABLE (310.16) X CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) X CONDUIT FILL PER NEC 310.15(B)(2)(a): CIRCUIT CONDUCTOR AMPACITY REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(8): Result should be greater than (15.03A) otherwise less the entry for circuit conductor size " and ampacity LOADCENTER CONDUCTOR TO MSP: EXPECTED WIRE TEMP ('C): 387 TEMP CORRECTION PER NEC TABLE 310.16: 0.91 CIRCUIT CONDUCTOR SIZE 8 AWG CIRCUIT CONDUCTOR AMPACITY 55A CIRCUIT CONDUCTOR SIZE: 3 CONDUIT FILL PER NEC 310.15(B)(2)(a): 1 REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(8): 55A 1.25 X MAX INVERTER OUTPUT CURRENT (1.25 X 21A) 26.25A DERATED AMPACITY OF CIRCUIT CONDUCTORS PER NEC TABLE 310.16: TEMP CORR. PER NEC 310.16 X 50.05A CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) X CIRCUIT CONDUCTOR AMPACITY = Result should be greater than (26.25A) otherwise less the entry for circuit conductor size and ampacity AC CONDUCTOR AMPACITY CALCULATIONS: No. OF INVERTER 1 EXPECTED WIRE TEMP (In Celsius) 38° TEMP. CORRECTION PER TABLE (310.16) 0.91 NO. OF CURRENT CARRYING CONDUCTORS 3 CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) 1 #1 CIRCUIT CONDUCTOR SIZE 8 AWG CIRCUIT CONDUCTOR AMPACITY 55A INVERTER OUTPUT CONDUCTORS INV #1 . REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(B) 26.25A 1.25 X MAX INVERTER OUTPUT CURRENT DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 16A TEMP. CORRECTION PER TABLE (310.16) X CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) X SHORT CIRCUIT CURRENT CIRCUIT CONDUCTOR AMPACITY 50.05A Result should be greater than (26.25A) otherwise less the entry for circuit conductor size and ampacity ELECTRICAL NOTES 1.) ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. 2.) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 DEGREE C WET ENVIRONMENT. 3.) WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. 4.) WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26.. 5.) DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACESSORIES TO FULFILL APPLICABLE CODES AND STANDARDS. 6.) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. 7.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. 8.) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. 9.) MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LUG OR ILSCO GBL-4DBT LAY -IN LUG. DC PHOTOVOLTAIC POWER SOURCE TO BE INSTALLED AT INVERTER #1 PER NEC 690.53 & 690.54 Q-ANTUM MODULES OPERATING CURRENT 16A OPERATING VOLTAGE 350V SHORT CIRCUIT CURRENT 30A MAXIMUM SYSTEM VOLTAGE 500V SOLAR MODULE SPECIFICATIONS MANUFACTURER Q-ANTUM MODULES MODEL # Q-CELLS-28OW-POLY PMAX - 28OW VM P 31.38V IMP 9.00A VOC 39.41V ISC 9.62A MODULE DIMENSION 65.75"L x 39.37" W x 1.4"D (In Inch) INVERTER #1 SPECIFICATIONS MANUFACTURER SOLAR EDGE INVERTER ' MODEL # SE 5000A -US NOMINAL AC POWER 5.0 KW NOMINAL OUTPUT VOLTAGE 240V NOMINAL OUTPUT CURRENT 21 A PERCENT OF VALUES NUMBER OF CURRENT CARRYING CONDUCTORS IN EMT .80 4-6 .70 7-9 .50 10-20 PERCENT OF VALUES NUMBER OF CURRENT CARRYING CONDUCTORS IN EMT 0.80 4-6 0.70 7-9 0.50 10-20 m Z Ln °' `W W Q o E C) / = U r U o Q�rnr `m '< CV r O f0 N U 4 in c w IMO a, c w °IIA '0, = O t L W v� 3 3 _ `<�3 c 0 " 0- E jr6 .4 2 d m E LO REVISIONS DESCRIPTION DATE REV Signature with Seal - REVIEWED BY RODNEY KEEN 3/13/2 7 PRWECTAAME JV E Q o 0 W U)r o 6 J _ Z) CO C I� F- CO - (D (D CD LL' � CV ti -0 U) Q O CV M _ 0 U � N E �- W o Z m J W O Y Z j0zo W O 2 Z J Y W n- - O Q2 W WIRING CALCULATIONS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -5 s ` t • LABEL LOCATION: DC DISCONNECT, INVERTER a s -(PER CODE: CEC 690.35(F))'.` WARNING A' [To be used when inverter is ungrounded] r PHOTOVOLTAIC SYSTEM AC DISCONNECT RATED AC OPERATING CURRENT 30 AMPS AC NOMINAL OPERATING VOLTAGE 240 VOLTS LABEL LOCATION: AC DISCONNECT, POINT OF • • RELOCATE THIS OVERCURRENT LABEL LOCATION: POINT OF INTERCONNECTION (PER CODE: CEC 705.12(D)(7)) [Not required if panelboard is rated not less than sum of ampere ratings ^ of all nvo irrenf Havirne a innlvinn ifl - [LABEL LOCATION: CAUTION: SOLAR CIRCUIT ' (P R CODE: CEC INVERTER 5(F)) (PER CODE: CEC 690.35(F)) ' [To be used when inverter is ungrounded] + 1 . SOLAR ^' LABEL' LOCATION: DISCONNECT, POINT OF INTERCONNECTION , (PER CODE: CEC690.13(B))' ' iA WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM r AC DISCONNECT, POINT OF INTERCONNECTION', LABEL LOCATION: (PER CODE: CEC 690.17(E)) POINT OF INTERCONNECTION (PER CODE: CEC 705.12(D)(4)), CAUTION: SOLAR ELECTRIC F SYSTEM CONNECTED LABECLOCATION: 'A ° -WEATHER RESISTANT MATERIAL, DURABLE ADHESIVE, UL969 AS STANDARD TO WEATHER RATING (UL LISTING OF MARKINGS NOT REQUIRED), MIN %' LETTER HEIGHT ARIAL OR SIMILAR FONT NON -BOLD, PLACED WITHIN LABEL LOCATION: THE MAIN SERVICE DISCONNECT, PLACED ON THE AC DISCONNECT, POINT OF INTERCONNECTION y OUTSIDE OF THE COVER WHEN DISCONNECT IS 1j `.PER CODE: CEC 690.17(E), CB 7 OPERABLE WITH SERVICE PANEL CLOSED. i + (PER CODE: CE -C690.15, 690.13(6)). »<Shock Hazard i No user serviceable parts inside PHOTOVOLTAIC r . s LABEL LOCATION: _ • , INVERTER, JUNCTION BOXES (ROOF) AC DISCONNECT -• ' , " (PER CODE: CEC690.13.G.3 & CEC 690.13.6.4)'. RAPID SHUTDOWN- ,' LABEL LOCATION: r �^ MARKINGS PLACED "ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, PHOTOVOLTAIC AND CABLE ASSEMBLIES AT LEAST EVERY 10 FT, AT TURNS AND ABOVE/BELOW PENETRATIONS_ NEC ARTICLE 690.56(C) PART.NO.596-00474 ' ' ; ' AND ALL COMBINER/JUCTION BOXES. (PER CODE: IFC605:11.1.4) POWER• REFLECTIVE MATERIAL REQUIRED. t ;LABEL LOCATION: NOTE: CONDUIT,'COMBINER BOX y u • , t THE MATERIALS USED FOR MARKING SHALL BE REFLECTIVE,: WEATHER RESISTANT AND SUITABLE FOR (PER'CODE: CEC690.31(G)(3)(4) & CEC 690.13(G)(4) t a ` - THE ENVIRONMENT. MARKING AS REQUIRED IN SECTIONS R331.2.2 THROUGH. R331.2.4 SHALL HAVE ALL r ' �, • LETTERS CAPITALIZED WITH A MINIMUM HEIGHT OF 3/8.INCH (9.5MM) WHITE ON RED BACKGROUND". ADHESIVE FASTENED SIGNS: ' • THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE IT IS INSTALLED. •WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD • • .. " , , APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD COMPLY WITH ANSI Z535.4 [NEC 110.21(B) FIELDWARKING). ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF ° t PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER RESISTANT (IFC 605.11.1.31 , ZLOLO W ao of LD tr) CO N C OCL (o O (h •¢ .N .�.+ W� � '_-j3� . 0U�3 o CD d toE j�� to L-0 REVISIONS DESCRIPTION ' DATE REV Signature with Seal REVIEWED BY RODNEY KEEN 3/13/2017 P OJ T NAME E o 0 Lu. o 0 ` Z DO Cr .0 m ,M CY) 7 U(DC 6 Q W N O N C 0 t` G C/) Q O CV M 2 0U.Mc~�I E W W .� o C: W - Y m J Z N J Z.0 a Z 0Zo W �0,=Z_J O= Qom: W PLACARDS: SHEET SIZE ANSI•B .s .11" X 17" SHEET NUMBER ,PV -6 Y � • — 4X m — 0 ! I� . X �.Dm `m � = Z _ m z d7 X � m - cn CO o m V. 112 BLEDSOE CT., os o m y � � SOCAPeROOFING•AIP MEhT, - - o m n OROVILLE, CA 95966, USA m W m m 0 Z D = PHONE: (530) 282-3481. z D I m y it n 0 515 Garden Hwy Yuba City, CA 95991 r— m APN. NO.: 027-270-043-000 m Z < = m Phone: (530) 554-2970 �UUu' Z 3 �3 YA CA Llc# 965111 EMAIL 1D: ken.marble@juno.com �OIN -1 ..D q , � -o 'I N D D Nm< �/ 9. m r m .. . x o ' �� 3ED fDl1'I 1- A N mix www.westhavensolar.com 3 ..m r o N > m la .. O t' . ... . CID 0 —�D 3 " m 5.5 O Ib r O� 3 C} 2 o w 9 Z n 7y� yOyO o N •< n - jm.0 C7 to .. .. oo a. o. O n R1 X �.Dm `m � = Z _ m z d7 X � m - cn CO W m D D 112 BLEDSOE CT., os o m KENNETH MARBLE � � o, _ � ;,; . �"��.WESTHAVEN D D 112 BLEDSOE CT., os o m y � � SOCAPeROOFING•AIP MEhT, - - o m n OROVILLE, CA 95966, USA m W m m 0 Z D = PHONE: (530) 282-3481. z D I m y n 0 515 Garden Hwy Yuba City, CA 95991 r— m APN. NO.: 027-270-043-000 m Z < = m Phone: (530) 554-2970 CA Llc# 965111 EMAIL 1D: ken.marble@juno.com Nm< mattm@westhavensolar.com www.westhavensolar.com f' I• - �" _ IronRidge February ,17, 2017;, Sia rl i n N1a d i on Lof u ist n C' Mr David F. Tagga t M ` Page 20 of 20 ' .• ,:_ _,, > 1,0 )Rail' M;1*%X IronRid e:XR 'Roof Flush IMountin Sstem='Straeiural' Anal si +Co'nsultrn� cSt:ructuYal :ii1d Forens+c E.nglrieerys g i g'� )' y + r �. � �~.,-„�iw„+_.�+�..... t1. �.-,r ^ „�_,.�rat .. +.�' ice• .. - 1�7...�»,= � - ; _ 5224 South 39”' Street; Phoenix, Arizona 85040 • ' tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com „ • _ Notes; Tabulated values are :based, on the '' 611dwing;-cntena: • ' ` 1. Building mean roof _Height =;30 fE' IronRidge` - February 17, 2017 2; Risk Category I 1495 Zephyr Ave t Page 1 of 20 3:, 'Solar maximum module long dimension is; 67, 5'mehes,for ,Tables 1A=9A..arid 78 S.sinches;for' �` a Tables 1 B 9B. Hayward, CA 94544 • - - - � - - .. 4' Provide.21n: clear, between roof and rail: - • ... _ nd canhleyer span. (max) ;.� x maximum span :(I,,,,ax) from above tables': See Figure,A ' ` ^ ' 'Attn: Mr. David F. Taggart, Vice President Products 6::. No rail splices m outerf2/3'of.end spans, or the. middle 1/3 of`mterior, spans`based:ori;the. ,lnstalled.attachment,s acrn '; p g (L„sceu). See Figure A r Subject: IronRidge XR10 Rail, Roof Flush Mounting System - Structural Analysis •. 7, = Sii% sunple`,pan(s): !Spans+listed in the tables above maybe mul_tiphed.by 1'09,_for,' ' ntinuous rails o 3 Ior more spans co f M • 8; Module Mountmg Mid Clamps shall;not be uistalled,less than 20 mc_hes from Roof 'Zone,3' ; Dear Sir: win., speeds, are marked with an * m Tables 39and 69 4 , _ • r - where, vv> Connection ,of the rat lnto'tli'eaoof stricture isahe r"esponsibility of ttie_end {user-ofthis letter • We have'analyzed 'the'lronRidge XR10 Rail for the subject solar. module support system;,andr • .. _ S takes no habilaty for connecoons ofthe;rail to the roof_by others MI:'. _ • determined that, for,the configurations and criteria described below, it is in compliance with- the r End Span ,:Interior; Span; d End Span ~ applicable sections of the following Reference Documents: Codes: ASCE/SEI 7-10 Min. Design Loads for Buildings'& Other Structures - • �+— - ° California Building Code 2016 Edition „`0.4 L—r t,' L,o TYP' f 1/ Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV 3 L,,,,,_T • Modules, dated Effective November 1, 2012 by ICC -ES , Figure A %Aluminum Design Manual, 2015.Edition. - L.�, = Maximumrattachment spacing•provtded m;the tables:Aove for the prolect{des�gn - ntena ' L,,,,,,,= Actual mstdlldd attachment spacing - c The IronRidge XR10 Rail is an extruded aluminum section with an overall'depth of 1.75 in. and a net - •' =Indicates region. of ti a rail where splice may'ib( to"siall"d area of 0.363 sq.in.. The rails are used'to support solar modules, typically, on the roof of a building. _ See Exhibit 0010 -"attached. The modules are clamped to the rails by the IronRidge Module Mounting' u , Clamps as shown in the attached Eichibit. The rails are attached to aluminum angle brackets that are Ouranalysts;'assurnes tha'the ra>ls;'includingthg connections and:assoc'iated hardware, are_mstahed'in ' ' r either attached directly to the roof framing or attached to a stand that is screwed to the'roof framing. a wor_kmaiilike manner tm;;accordance with the "IionRidge Flush- Mount Installation ,1Vlanual" by The rails are mounted across the slope with a small clearance (flush mounting) to the underlying roof , Irot%Ridge and generally accepted standards of ;construction p actice Addrttoiiall +information' is: ' e r structure. The installed solar modules are at the same slope as the underlying roof structure. , available at,`the ;IronRidge web site; IronRdge coin.' Verfication;of PV 1Vlodule; capacity`to:`support .. the;loads;assoctated with the given`array shall be tlieresponsib>1>�y of the Contractor' or Owner and not All loads are transferred to the roof framing through the angle brackets by •simple bi-axial flexure of IronRidge or`Starling`Madison•Lofguist • r the rails. The maximum span'of the rails is governed by either the mid -span flexural stresses_ or the - _- ` deflection requirement that the rail not come into contact with the roof. Tfie_adequacy.of-,the supporting roof framing > to be determined by, others., p FES ` i I r +` - - i - �Q`S�J-VVAR,k Fyc' _ •1. - ,' • •t The effect of.seismic loads (foi.all design categories A, F) have been detercmned to be less than the Please feel,free to contact,me at,yQur conveiuence`if'you have any,=gues, ns: m , effect due to wind loads in all load conditions and combinations. Therefore, the maximum allowable t spans for common load cases are, shown in,the tables below. Tables lA-9A are for modules with a' Re_pectfiillyyours, f' '. L' �•� ` . maximum long'dimension of 67.5,inches and Tables 1B -9B are for modules with a maximum long t sj CNIL �P ' dimension of 78.5 inches. ' Tres'Warner P.1 OFCAL1Fa 2• l Design Division !Manager. ' t _ .,M lgtarhng M- d'; I,ofqutsf,,Inc: Consu(ting, Structural and F,orenstc; Erigtneers Starling Madison Lofquist, Inc. Consulting Structural and Forensic_ Engineers . + r ." .o z M U7 W W a'o E U) u• U CU �•u) .0 t0i) ++ww0. all N ¢ r„ L 0 cU@3 0 VIA k5 o t E, E Ln Ln �. REVISIONS DESCRIPTION DATE REV • Signature with Seal REVIEWED BY RODNEY KEEN _ .. 3/13/2017 PROJECT NAME x E Q " o U Lu U)o J _� co.I C: CO =3 m ~ •� CO "t Or- U (0, C� 0 Q'w'LONo O o r -- L V�N W F— o c w m J W. Z N�zO .. Z > O z p UJ O=z� Y 0�,a a- 0. Q W ATTACHMENT 'DETAIL SHEET SIZE ,'ANSI B 11” X 17." SHEET NUMBER PV -6.2: • •� .. > •, •' i :• .. a . • . f' I• - �" _ IronRidge February ,17, 2017;, Sia rl i n N1a d i on Lof u ist n C' Mr David F. Tagga t M ` Page 20 of 20 ' .• ,:_ _,, > 1,0 )Rail' M;1*%X IronRid e:XR 'Roof Flush IMountin Sstem='Straeiural' Anal si +Co'nsultrn� cSt:ructuYal :ii1d Forens+c E.nglrieerys g i g'� )' y + r �. � �~.,-„�iw„+_.�+�..... t1. �.-,r ^ „�_,.�rat .. +.�' ice• .. - 1�7...�»,= � - ; _ 5224 South 39”' Street; Phoenix, Arizona 85040 • ' tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com „ • _ Notes; Tabulated values are :based, on the '' 611dwing;-cntena: • ' ` 1. Building mean roof _Height =;30 fE' IronRidge` - February 17, 2017 2; Risk Category I 1495 Zephyr Ave t Page 1 of 20 3:, 'Solar maximum module long dimension is; 67, 5'mehes,for ,Tables 1A=9A..arid 78 S.sinches;for' �` a Tables 1 B 9B. Hayward, CA 94544 • - - - � - - .. 4' Provide.21n: clear, between roof and rail: - • ... _ nd canhleyer span. (max) ;.� x maximum span :(I,,,,ax) from above tables': See Figure,A ' ` ^ ' 'Attn: Mr. David F. Taggart, Vice President Products 6::. No rail splices m outerf2/3'of.end spans, or the. middle 1/3 of`mterior, spans`based:ori;the. ,lnstalled.attachment,s acrn '; p g (L„sceu). See Figure A r Subject: IronRidge XR10 Rail, Roof Flush Mounting System - Structural Analysis •. 7, = Sii% sunple`,pan(s): !Spans+listed in the tables above maybe mul_tiphed.by 1'09,_for,' ' ntinuous rails o 3 Ior more spans co f M • 8; Module Mountmg Mid Clamps shall;not be uistalled,less than 20 mc_hes from Roof 'Zone,3' ; Dear Sir: win., speeds, are marked with an * m Tables 39and 69 4 , _ • r - where, vv> Connection ,of the rat lnto'tli'eaoof stricture isahe r"esponsibility of ttie_end {user-ofthis letter • We have'analyzed 'the'lronRidge XR10 Rail for the subject solar. module support system;,andr • .. _ S takes no habilaty for connecoons ofthe;rail to the roof_by others MI:'. _ • determined that, for,the configurations and criteria described below, it is in compliance with- the r End Span ,:Interior; Span; d End Span ~ applicable sections of the following Reference Documents: Codes: ASCE/SEI 7-10 Min. Design Loads for Buildings'& Other Structures - • �+— - ° California Building Code 2016 Edition „`0.4 L—r t,' L,o TYP' f 1/ Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV 3 L,,,,,_T • Modules, dated Effective November 1, 2012 by ICC -ES , Figure A %Aluminum Design Manual, 2015.Edition. - L.�, = Maximumrattachment spacing•provtded m;the tables:Aove for the prolect{des�gn - ntena ' L,,,,,,,= Actual mstdlldd attachment spacing - c The IronRidge XR10 Rail is an extruded aluminum section with an overall'depth of 1.75 in. and a net - •' =Indicates region. of ti a rail where splice may'ib( to"siall"d area of 0.363 sq.in.. The rails are used'to support solar modules, typically, on the roof of a building. _ See Exhibit 0010 -"attached. The modules are clamped to the rails by the IronRidge Module Mounting' u , Clamps as shown in the attached Eichibit. The rails are attached to aluminum angle brackets that are Ouranalysts;'assurnes tha'the ra>ls;'includingthg connections and:assoc'iated hardware, are_mstahed'in ' ' r either attached directly to the roof framing or attached to a stand that is screwed to the'roof framing. a wor_kmaiilike manner tm;;accordance with the "IionRidge Flush- Mount Installation ,1Vlanual" by The rails are mounted across the slope with a small clearance (flush mounting) to the underlying roof , Irot%Ridge and generally accepted standards of ;construction p actice Addrttoiiall +information' is: ' e r structure. The installed solar modules are at the same slope as the underlying roof structure. , available at,`the ;IronRidge web site; IronRdge coin.' Verfication;of PV 1Vlodule; capacity`to:`support .. the;loads;assoctated with the given`array shall be tlieresponsib>1>�y of the Contractor' or Owner and not All loads are transferred to the roof framing through the angle brackets by •simple bi-axial flexure of IronRidge or`Starling`Madison•Lofguist • r the rails. The maximum span'of the rails is governed by either the mid -span flexural stresses_ or the - _- ` deflection requirement that the rail not come into contact with the roof. Tfie_adequacy.of-,the supporting roof framing > to be determined by, others., p FES ` i I r +` - - i - �Q`S�J-VVAR,k Fyc' _ •1. - ,' • •t The effect of.seismic loads (foi.all design categories A, F) have been detercmned to be less than the Please feel,free to contact,me at,yQur conveiuence`if'you have any,=gues, ns: m , effect due to wind loads in all load conditions and combinations. Therefore, the maximum allowable t spans for common load cases are, shown in,the tables below. Tables lA-9A are for modules with a' Re_pectfiillyyours, f' '. L' �•� ` . maximum long'dimension of 67.5,inches and Tables 1B -9B are for modules with a maximum long t sj CNIL �P ' dimension of 78.5 inches. ' Tres'Warner P.1 OFCAL1Fa 2• l Design Division !Manager. ' t _ .,M lgtarhng M- d'; I,ofqutsf,,Inc: Consu(ting, Structural and F,orenstc; Erigtneers Starling Madison Lofquist, Inc. Consulting Structural and Forensic_ Engineers . + r ." .o z M U7 W W a'o E U) u• U CU �•u) .0 t0i) ++ww0. all N ¢ r„ L 0 cU@3 0 VIA k5 o t E, E Ln Ln �. REVISIONS DESCRIPTION DATE REV • Signature with Seal REVIEWED BY RODNEY KEEN _ .. 3/13/2017 PROJECT NAME x E Q " o U Lu U)o J _� co.I C: CO =3 m ~ •� CO "t Or- U (0, C� 0 Q'w'LONo O o r -- L V�N W F— o c w m J W. Z N�zO .. Z > O z p UJ O=z� Y 0�,a a- 0. Q W ATTACHMENT 'DETAIL SHEET SIZE ,'ANSI B 11” X 17." SHEET NUMBER PV -6.2: 8431 Murphy Drive Middleton, WI 53562 USA Telephone: 608.836.4400 Facsimile: 608.831.9279 - www.intertek.com Test, Verification of Conformity In the basis of ttie tests undertaken, the sample(s) of the below product have been found to comply with the requirements'of A the referenced spencad fions at the time the tests were carried out: Applicant Name & Address: lronRldge, "lnc ` e 1495 Zephyr Ave. 1'.' z . , i :• r ` ' a Haywwd,CA,94544a f r IDSA 5. 3 1v 4n Product Description: Flush Mount System with XR Rails. s r ' s '"` + $il.y.. '+^ � �'T day`.- .�- �.•.A {• y ,�r •� x:.78 _.��;`:.^ { : Ratings &Principle ' Fire Class Resistance RaUne: Charaeristics: :` r ..�. -Flush Mount,(Symm`etrical). Class Fire Rated .for, Low Slope applications wher using Type 1, 2` ct :,and 3;' listed 'photovoltaic modules. Class A Fire Rated for Steep'Slope applications with Typel;. 2 and 3, listed photovchaic'modulesy:Tested with a S gap (distance between the bottom •,Y ° r• z ';' module frame`and the roof covering),'pe'r the standard this system can beinstalledat any gap allowed by the manufacturers installation instructions: No perimeter guarding is �equired::This " rating is applicable witFi any IronRidge'or.3 rd partyroof anchor,-' 0 Models �' r IronRldge' Flush Mount with XR Rails 'Brand Name~ ,r A = IronRldge Flush Mount Relevant Standards:- UL 2703 (Section 15.2 and 15.3) Standard for Safety;Mounting Systems_, Mounting Devices;-. _ r. j ' �'. • - Clamping/Retention Devices, end Ground Lugs for;Use with flat -Plate Photovoltaic Modules% • ,v. , and Panels, First Edition dated]an! 28, 201'5 Referencing UL1703_Third Edition dated Nov. 18; 2014, (Section 31:2) Standard for. Safety for Flat -Plate Photovoltaic Modules and Panels.,* r. Verification Issuing Officer Intertek Testing Services NA, Inc ` ►�° •' ; 'i < ' t, ` X8431 Murphy Drive u .,. Middleton, W1 53562' Date of Tests:'08/27/2014 to 03/17/2015 Test Report Nurnber(s) . 101769343MID-001rl, 101769343MID-001a,101915978MID-001 & 301999492MID-001arl-crl: This verification is part of the full test report(s) and should be read in conjunction with them. This report does not automatically imply product certification. r .. ,•.o n . - . . - .r• - T . a . Completed bye Chris Zimbrich` t, y Reviewed by. ^}Chad Naggs, R r Title + ,x . Technician 11,�Fire Resistance Ai - Title: ` Technician 1, Fire Resistance Signature:',' �T d ^ ,� +x, 'Signature: Date. 05/25/2016 = - Date: '' •05/25/52016. 4. This Verification is for the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and Robility are'- limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other,thon to the Client in accordance with the agreement for any loss, expense or damage occasioned by the use of this Verification. Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its , marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification_ by itself does not imply that the material, product, or service is or has eve_ r been under an Intertek certification progrom.l , GFT -OP -11a (24 -MAR -2014) XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. XR10 — _. XR100 XR1000 XR10 is a sleek, low -profile mounting XR100 is the ultimate residential XR1000 is a heavyweight among rail, designed for regions with light or mounting rail. It supports a range of solar mounting rails. It's built to handle no snow. It achieves 6 foot spans, while wind and snow conditions, while also extreme climates and spans 12 feet or remaining light and economical. maximizing spans up to 8 feet. more for commercial applications. 6'spanningcapability 8'spanningcapability 12'spanningcapability Moderate load capability Heavy load capability Extreme load capability 'Clear anodized finish Clear & black anodized finish Clear anodized finish Internal splices available Internal splices available Internal splices available Rail Selection The following table was prepared in compliance with applicable engineering codes and standards. Values are ,based on the following criteria: ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed span tables and certifications. r a . None 100 120 140 160 10-20 100 120 t 140 160 30 100 160 40 100 160 lly __J1 ew I a I ap XR10 XR100 0 11 � XR1000 ZLOm Lu W. m E s C o) q v Q ¢? < ZrnT m _ N O N T O U l� to C toll z In CD OC to N O• O p @ > � rn 0 c t E ,C)C7 E VaLO REVISIONS DESCRIPTION DATE REV Signature with Seal t . REVIEWED BY . RODNEY KEEN 3/13/2017 PROJECT NAME Q C) U WU)'-r--C7 _J _ Z I i c m H CO co C) Co N C5 CC), Q N' 0) worn r- C:) Ch Q O N 2.oUt�N E W _J �- oLj c Z m C\J J Z O Y Z 0Z W r O= Z J Y Cr EL 0- Q W ATTACHMENT DETAIL SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -6.3 r: OO• [Np .m n..IT tT .m o m t/I' 7. n O '7 c s X C L CD .. Of K - CD �d Q,OiI -�' oAi .ani .�.•m. .� 9 d ii ro'� � �. ,�.:� 1s' O T 'p O `.>y> I.5°."� n0� mQ Opv C. N y. Q— ' < -F'J � . ; •Yn a'° � � ' � � 7. 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W' 1 �f I9 R a01 7o 3: yCtg�--� 0 1 i 1 qJf 6 pp J__1 L I m �p� N rWN Nm S I I 1 orty„ 4N I,Q +0 -,O �I TO, [O 0 � 3 11{ O 34 r3�� j 1 o 0' '1 _ � a o, of ';e n � oI 4.Nf Spadfiemomfuhjen to eMlY W ehaREM O Rmwhf 0 CELLS GmbH 0XI- -20MI I,RwO3 Eta, - - m / m z c U3 m �, KENNETH MARBLE - � Lo�WESTHAVEN'" am��SOIAR•ROOFING_AIR•NEAT Dm112 BLEDSOE CT.,oom a _ X � � ,Q—, � OROVILLE, CA 95966, USA . � N Z � � Z PHONE: (530) 282-3481 z � m � � 0 515 Garden Hwy Yuba City, CA 95991 m > rTl D Z m � ° � Phone: (530) 554-2970 _ .� z APN NO.: 027-270-043-000 m CA Lic# 965111 Z EMAIL ID: ken.marble@juno.com A mattm@westhavensolar.com ' < www.westhavensolar.com a 0 =@e Single Phase Inverters for North America SOIaSsolar=@!, E3000A-US / SE3800A-US / SE5000A-US / SE6000A-US / SE760OA-US / SE10000A-US / SE1140OA-US SplarEdge Single :Phgse Inverters For North'America SE3000A-US / SE3800A=US`/ SE5000A7US / SE6000A-US / SE760OA-US / SE10000A'-US /.SE11400A7-US ..r' t N • r t •, i' a y ,� • 1 {- SE30GOA-US SE380OA-US SESOOOA-US SE6000A-US SE7600A-US SE10000A-US SE11400A-US - OUTPUT _ .. Supported Communication Interfaces- Nominal AC Power Output 3000 3800 5000 7600 9980 @ 208V 11400 � VA - .................................................. ........ ......................................................... Op alai tion ..Yes.. ..................................................... :6000 ..............: 10000 240V ............................. ......... � z•d.d; 4� A Max. AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA . �. ! f -,�-s.Y wrr "� r` J� ..... 5450,�1p 240V ................................ • 10950-�240V .............................. Safety.....:... Grid Connection Standards ........................ ................ .................................................... :... AC Output Voltage Min: Nom: Max!'1 ......... ✓ , �. , '., � ✓ 183 - 208 - 229 Vac FCC part15 class B - t I AC Output Voltage Min: Nom: Max!') ✓ ✓ ✓ ✓ ✓ ✓ ✓ 211-240-264 Vac :............... ............... ............. :.....:............ 3/4” minimum / 16 6 AWG .................. ..... ...... ... ........................ .... AC Frequency MIn.:Nom: Max!o ............... K ' 59.3 ; 60; 60:5..:................................................. • ................. H=....: Max. Continuous Output Current .... ............................ urie• ...........::. . 25,,,,,,, _•' c• 4" x x,r { • • • .........125,,,,•,1„.,,,16,,,,,,1 30.Sx12.5x7.2/775z315x184 21 240V in / 32-......1...42•(a1,240V,,, ......47,5,-,-,,, A,,,,, GFDI Threshold xD HxWi. 1 77 x x 5 315 260 mm - A ........................................... Utility Monitoring, Islanding Protection, ......... ....... ..........................................-................................................................ Country Configurable Th r e s hc ds Yes Wei ht with Safe Switch .g. ?Y. 51.. / 23.2 54.7 / 24,7 L .................. ......... ..................................... Yes kINPUT' __ , Maximum DCPower (STC)4050 ...... Natural... 5100 6750 8100 10250 13500 15350 ................ W Transformer -less, Ungrounded ........................ .............I........ ........ ............... Yea ..... ........ ........................ ................................... �„ �_ ., Thezkiest cholce40 SolarEdge enabled systems TM _�;' �� ;. Max. Input Voltage Natural Convection and internal fan(u6er 500 _;. '' a Nom: DC Input Voltage ....... ................ 32 @ 208V / 350 @ 240V .-.............. ... Vdc Max Input Curre..I. ” 9.5 13 16.5 @ 208V 18•.•.•:1•-••. .............. ............... Noise 33 @ 208V 345 Adc <50 ............................. 1?:5,�1a 240V •.... •23•••.--•1•.30;Sjtn).240V,• •:• Min: Max. Operating Temperature ........ Max. Input Short Circuit Current ......... F 'C / w'r , • +_• -. .. -... _ _ `- • E:- Superiorefficiency (98%j. � : r a �_ - -d+ y, ' ` 45 . r.4: , 'c Ran a g ................ .................................................................................... Protection Rating Adc Reverse -Polarity ProtectionYes ............................................................... ......... ................. ••••,• .... •,••••••••••••••••• - ..... ••••••••- ...'.••-• •-••••••• ................ Ground -Fault Isolation Detection - -. .r' �c ♦ �,.-(�IBuiit=in module -level momtonn •• �.,' �y-,, .,� • .y� t d6g '^- V'-' 'vti 'y '� 600ko Sensitivity . ' Maximum Inverter Efficiency .......................Tcie,,.-...................,,,,,,, 97.7 98.2 ::-:: ,.,,,,,,. 98 3 ............... 98.3 .....-..................................................-......... 98 L 98 98 % CEC Weighted Efficiency 97.5_...... 8 I 97 @ 208V I 97.5 97 @ 208V 97.5 % .................�...............:......`.. ...... 98 �lp•240V. .97.5 ..... ......... ...........975,@ 240V......-.-..........- ........... Nighttime Power Consumption < 2.5 * Optional revenue grade data 'ANSI C12:20 f e4 W Z . rn m W` W °' o CD E ,/ U o a! y � T @ U U u� c w Z, lr) CO N C>. � of @ } _to W �. to rn a = NQ 3 .� 0r ccU3(�3 ■�. a1 t E 7 �a x .m � C7 E �L REVISIONS' DESCRIPTION DATE REV. Signature with Seal REVIEWED BY RODNEY KEEN - 3/13/2017 PROJECT NAME Q • O U Wv- CD o _j CC) C C m M U(oN'o� CL!7 N t G O Or) — C\J t i CQ O to Q _ �ULMnN E w w "o m W W Y Z NmiZO .. Z r> O Z o W -,r- 0 Z O Q < W EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -8 i • ' f y_ , , ., ,.. - __ _ v..-. ., _ - R ADDITIONAL FEATURES .. Supported Communication Interfaces- RS485, RS232, Ethernet 21gBee (opnonal)~a, :. .i r::„- . �� •^- ff �' ..................... v Re enue Grade Data, AN51 C32.20 ......................................................... -•Rapid .................................................. ........ ......................................................... Op alai tion ..Yes.. ..................................................... ......... � z•d.d; 4� A Shutdown -NEC 2014690.12 „ a �• . , . �. ! f -,�-s.Y wrr "� r` J� STANDARD COMPLIANCE......... Safety.....:... Grid Connection Standards ........................ ................ .................................................... :... U L1741, U L174 1998 ,CSA 22.2 .UL16998.............................................. SA.IEEE1547 U 1 `............................................... ......... '• , �. , '., � � ,"'- � 4 � ' � Emissions ' _ FCC part15 class B - t I ll INSTALLATION SPECIFICATIONS __ , . r AC output conduit size / AWG range 3/4” minimum / 16 6 AWG 3/4" minimum / 8 3 AWG "r o K ' • DC input Conduit size / # of strings / !ang? 3/4" minimum / 1-2 strings /'16-6 AWG 3/4"-3 / 1-3 strings / 14-6 AWG -a _•' c• 4" x x,r { ,AWG....................................... Dimensions with Safety Switch 30.Sx12.5x7.2/775z315x184 30.5 x 12.5 x 10.5 / in / �• �`'r•'�r. 11 i`+� xD HxWi. 77 x x 5 315 260 mm a? + -- + sl -c-r —•.�'' 1f .- , Wei ht with Safe Switch .g. ?Y. 51.. / 23.2 54.7 / 24,7 L .................. ......... ..................................... 88 ,4 / 40.1 lb/k k g... Natural... r convection �„ �_ ., Thezkiest cholce40 SolarEdge enabled systems TM _�;' �� ;. Cooling Natural Convection and internal fan(u6er Fans (user replaceable) _;. '' a d . �...y a r_e,Clntegrated arc fault protection for NEC 2011690 11 compliance • :.. „ `c; : ,; .............. ............... Noise ............................. ............................ <25 .rwill;9ablel...................... <50 dBA v ' ... •. '+- Rapid shutdown for NEC 2014690.121 .4 >. 4 ^•" ! '• , •; ` F , r, 0 xL Min: Max. Operating Temperature ................................................................. .................................................... + + + <i 13 to 140 /-25 to 60 (40.to 60 version available ) ......... F 'C / w'r , • +_• -. .. -... _ _ `- • E:- Superiorefficiency (98%j. � : r a �_ - -d+ y, ' ` . ,N .. _ t` . r.4: , 'c Ran a g ................ .................................................................................... Protection Rating .................................................... NEMA 311 ......... +moiSmall, lightweight and, easytoingall on provided bracket... • � _- 4 t •-... . " t ' a * a " + ,' - - '� r. 1 UtF erregionalsettl leasewntactSolarEdgesupport. Pl A higher m em sou nm p Ire used; the Inverter will limit Its Input cu mnt to the values stated - -. .r' �c ♦ �,.-(�IBuiit=in module -level momtonn •• �.,' �y-,, .,� • .y� t d6g '^- V'-' 'vti 'y '� ,,.;�, S - ' - `• •�'y =r .'r -F'-�:jY i. Revenue grade inverter P/N SEcom"SODONNR2(for 7600W 1-1 SE7600A-U5002NNR2). •, NI -0O verslon P/N: SEt000rA-Us000NNW(for 7600W ImerterSE7600A-US002NNU4). ' r,1 Rr,lnternetconneceonthroughEth'ernetor;Wi"relesss, �: . — Outdoor and indoor Insteliaron � eb �',� - < � _� ;i • . '1. •t -`, k • �t �� : t Y_' .. �• ��a'x�.�• C - ,Fized voltage'inverter, DC/AC conversion only .. , ,, ; r' _ ' _ _:�. _ _ ,� +— • Pre -ass Safety Switch for faster insfallation 11 * Optional revenue grade data 'ANSI C12:20 f sunsaEc EM — — • :t USA - GERMANY ITALY - FRANCE - JAPAN 7 CHI NA - AUSTRALIA THE. N ETHERLANDS - UK - ISRAEL www.solaredge:us . OPTIMIZEDt Y SOLAREDGE �. ire tradeniarks of their respective v.—is. Date: 11/2016. 1401. Subjett to chiinge -thoul notice. Z . rn m W` W °' o CD E ,/ U o a! y � T @ U U u� c w Z, lr) CO N C>. � of @ } _to W �. to rn a = NQ 3 .� 0r ccU3(�3 ■�. a1 t E 7 �a x .m � C7 E �L REVISIONS' DESCRIPTION DATE REV. Signature with Seal REVIEWED BY RODNEY KEEN - 3/13/2017 PROJECT NAME Q • O U Wv- CD o _j CC) C C m M U(oN'o� CL!7 N t G O Or) — C\J t i CQ O to Q _ �ULMnN E w w "o m W W Y Z NmiZO .. Z r> O Z o W -,r- 0 Z O Q < W EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -8 i Z !� l!i !T `W W Qo o E 0 IS LIDO Q5 'CO 0LIDOm Q5c - ma> W .. .a) o: c cUUd 3 cc E 14.7 IL ,0, C7' E REVISIONS DESCRIPTION DATE REV Signature with Seal i REVIEWED BY RODNEY KEEN 3/1312017 PROJECT NAME Q U UJ (%i CD O M CO X7_1 C� U CV CD v G O N N Q Q Cy l E F– Jw�o LIJ c Z m _J Z >OZLLJo Y 0- 0— O << LU EQUIPMENT SPECIFICATION " SHEET SIZE ANSI B 11'1 X 17" SHEET NUMBER ' PV -9 " so I a r- . • so I a rt_ • • SolarEdge Power Optimizer Module Add -On for North America OP2507LV/ OP300-MV/ OP400-MV/ OP400-EV SolarEdge Power Optimizer OP250-LV OP300-MV OP400-MV OP400-EV ) Module Add -On For North America wINPUT y 1 Rated Input DC Power" 250......., 300....... W...... OP250-LV/ OP300-MV OP400=MV/ OP400-EV ............. ...:................................ Abso�uteMezimum��p�t�o�tagec�o��................................55....:.... .........,.. ..... ........75.................75................ ........400...............400..:.1....... ?5..........�d�..... _ MPPT Operating Range 5 55 5 75 5 75 15 125 Vdc , -, conneed Maximum Short Circuit Current (Isc) of ct PV 10 10 10 7Adc x Module ..................................................................................... ................... ....................................................... a ; r Maximum DC Input Current 12.5 12.5 ' 125 . 8.75 Adc .. Maximum Efficiency 99 5% G r ` .............. Weighted Efficiency g Ecy ................................................ ............................... 98 ....... .8 ..................................... ... ...%,...... Overvoltage Category II i : TPUT DURING OPERATION ' � OU ON (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) �` •. +Adc a i Maximum Output Current15 .................................................. Operating Output Voltage 5-60 Vdc ` r'' W4atfa OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF). ,• ' _ _ I; Safety Output Voltage per Power Optimizer 1 Vdc ISTANDARD COMPLIANCE ot............................................................................................................................................................... EMC FCC Part15 Class Bf'IEC61000-6-2, IEC61000-6-3 x moo, Safety IEC62109.1 (class II safe), UL1741 ... ......... ......... 1 UL -94 (5 -VAI, UV Resistant ' ROHS _ Yes �.INSTALLATION SPECIFICATIONS ' k ' Maximum Allowed System Voltage 1000 Vdc' +* ` ..f Dimensions (W x L x H) Wei ht 8 - ...... 143 x 210 x 45 / 5.63 x 8.26 x 1,75 .. 0 / 1. 5 0� mm/in r Ib g/ Input ConnectorMC4 /Tyco / H+S / Amphenol - H4 7 r; Output Wire Type Output Wire Length Double insulated; 6mm'; MC4 ...................................................... 9:95 �3:� 0.95/3.0 39......L....16./.5.25.....:. m ft.... ' a. ...................................... Operating Temperature Range .. ....I.... .....I.....1:� 40-+65/ 40-+150 C/'F ` . ................... Protection Rating ........................................ ............................... ......................... ....IP65.. NEMA4................................. ............. _• Relative Humidity " ............................................................................. 0 -100 .................... ........................................................... % • *' c fr •� _ • Rated STC power of the module. Module of up to+5% power tolerance allowed. - PV SYSTEM DESIGN USING A SOLAREDGE Ir SINGLE PHASE THREE PHASE 208V' THREE PHASE 480V INVERTER rV 'V i ato_•a.t thmodule-level power.opt,mlz Minimum Length (Power Optimizers) .... .8 .......... .PV 18 .......................... ....8 +^ - Yt ; - - - _ ± ', �C i" , ` - a' Maximum Strin Length (Power Optimizers) 25 25 50 b -,'U to 25/o more energy'.-t� 9' Maximum Power per String 5250 6000 12750 W t - Superior effiaency (99.5%)✓{1y's. Parallel Strings of Different Lengths or Orientations Yes ` s Mitigates all types of module mismatch losses from manufacturing tolerance to parvaI ehadmg r t - d -;kFlexlble system desi n for maximums ace_ utilizationT t n h A. - -• Next generation maintenance with module -level monitorings `' '1 �;-, �V a '_ "�� .i+ '•��•� . i„ r •" j ''I'- �- '"3''; `` ^' YL L Module level voltage shutdown for Installer and firefighter`safety hst •°H- r '.A i• e'er- ,. ' �C.��T. -.. f:- 'x +�" 7 .e •, f +.:- CE ON .t. y USA GERMANY-- ,ITALY FRANCE JAPAN CHINA ISRAEL AUSTRALIA WWW.SOIaredge.u5 (D SolarEdge Technologies. Inc. All rights reserved. are tradeniafks or registered lmdernarks ot SolarEdge trademarks of their respecti-ve —ners. Date: 06/2013. SOLAREDGE. the SolaiEdge logo. OPTIMIZED BY • • GE Technologies. Inc. All oUier tradmarks inernioned herein are V01. Subject to change without norce. _4 IM Z !� l!i !T `W W Qo o E 0 IS LIDO Q5 'CO 0LIDOm Q5c - ma> W .. .a) o: c cUUd 3 cc E 14.7 IL ,0, C7' E REVISIONS DESCRIPTION DATE REV Signature with Seal i REVIEWED BY RODNEY KEEN 3/1312017 PROJECT NAME Q U UJ (%i CD O M CO X7_1 C� U CV CD v G O N N Q Q Cy l E F– Jw�o LIJ c Z m _J Z >OZLLJo Y 0- 0— O << LU EQUIPMENT SPECIFICATION " SHEET SIZE ANSI B 11'1 X 17" SHEET NUMBER ' PV -9 " r f. CA Lic#.965111. ! •. z EMAIL ID: ken:marble@juno.com "' � - »• A mattm@wesinavensoiar:com • 1 �' � < ., www.westhavensolar.com oNaaSI) ao - po ' ft Wil' M, M M M • • Co O .O O O rnurnnnn� • . • • • / ci '• wrn N. W G W NC I •- • .. IM • N Q � ,��rw lY �� ." (n 4 n m m cr o.nN•0CL ct �o mn� n w rt 'a cr n Pi a: P 0 .. o cr o F- � r- - p- CIL :•s w o-' ct D C ,M 07 NN Ln C . .(D Q. •� . m o m 0— R o g O' f, 0 n O -- k f O y .. a :3W (D' Q Yb . N. N n a j In d I N . _ p pl r Iy rtow m� a• .o' ,� ml rt x m _ O N f 1 I CD w �._ ` < q 00 N. ,G C p •. • • f13 3 « _ rh tlr 1' O; r ® tr ~ � . 1•• . F-' .. a '. F _ r- _., •.,� '� `. .. �• . •' 1, 1- • ^. • � . .. ` i .. I - . • KENNETH MARBLE • - m o�-VNESTHAV:EN'" M �' D � � •112.BLEDSOE CT., • :-... o , ,om a SOI�AR•ROOFING•AIRAMEAT,' = _•�. , m <= z m m • ;, .�-� OROVILLE, CA 95966, USA � 'N = � • m - - Z � • c X«( • � o • CA � � � PHONE: (530) 282-3481 ' z � m 515 Garden Hwy Yuba City, 95991 Q' M v W m D m D �Z � • ; . m ° � Phone:,(530) 554-2970 - ---I NO.: 027-270-043-000 m " m � .APN r f. CA Lic#.965111. ! •. z EMAIL ID: ken:marble@juno.com "' � - »• A mattm@wesinavensoiar:com • 1 �' � < ., www.westhavensolar.com r