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HomeMy WebLinkAboutB17-0091 040-480-006BUTTE COUNTY '- DEPARTMENT OF DEVELOPMENT SERVICES' AREA INSPECTION CARD MUST BE ON JOB SITE 5 0 24 Houi Inspection Line (IVR) :530.538.4365 (Cut off time for inspections is 2pm) Development Services cannot guarantee inspections on the date requested oeveroPMer+r seRwces Office: 530.538.7601 Fax: 530.538.7785 www.ButteCounty.net/dds Permit No: B17-0091 Issued: 1/18/2017 Flood Zone: None -SRA Area: No APN: 040-480-006 SETBACKS for Zoneny- AG -'SRA- PW Address: 17 BAJA CT, CHICO Front: Cepterline.of Road: Owner: ,, LRJ ANNIYAN Rear: SRA:: E Street:- - AG: Permit Type: SOLAR ROOF -RES g Interior Description: Solar pv roof mount 12:1kw with main breaker. 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 Sign d 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 nder inin 612 ' Tiedown/Soft Set System 611 .Do Not Install Floor Sheathing or Slab Until Above Signed Shearwall/B.W.P.-Interior .134 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses • 129 Manometer. Test • 605 Do Not Install Siding/Stucco or Roofing Until Above Signed Rou h Framing 153 Rough Plumbing 406 Rough Mechanical 316 Rou h 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 Swimmin2 Pools F Insvection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Swimmin2 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 nder inin 612 ' Tiedown/Soft Set System 611 Permanent Foundation System 613 - Underground Electric . 218 Sewer 407 ' Underground Water 417 Manometer. Test • 605 Continuitv Test 602 Skirtin Ste s/Landin s 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Public Works Final 538.7681 Fire De artment/CDF 538.6226 'Env. Health Final 538.7281 Sewer District Final' * * OJ C FINAL • ' *Project Final is a Certificate of Occupancy for (Residential Only) 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 (: SCOPE OF WORK GENE NOTES - LEGEND A •BBREVIATIONS TABLE OF CONTENTS -. PAGE # DESCRIPTION • SYSTEM SIZE: 1219OW DC, 10000W AC • ALL WORK SHALL COMPLY WITH 2016 CEC, 2013lCBC, MUNICIPAL CODE, AND gE SERVICE ENTRANCE SOLAR MODULES • ® PV -1.0 COVER SHEET -2.0 SITE PLAN • MODULES: (46) CANADIAN SOLAR: CS6P-265P .�� • INVERTER(S): ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. • RAIL PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2016 CEC. (1) NINGBO GINLONG TECHNOLOGIES: SOLIS-5K-2G-US : ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2016 CEC: -: (gyp MAIN PANEL PV -3.0 LAYOUT (1) NINGBO GINLONG TECHNOLOGIES: SOLIS-5K-2G-US PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY PV -4.0 ELECTRICAL • RACKING: SNAPNRACK SERIES 100 UL; FLAT TILE ROOF GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. HOOK. SEE PEN D13. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SP SUB -PANEL L STANDOFFS & PV -5.0 SIGNAGE ' ' • • .INVERTER CONFORMS TO AND IS LISTED UNDER UL 174.1� FOOTINGS • MAIN BREAKER DERATE: REPLACE EXISTING MAIN • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703? ' BREAKER WITH NEW 175 AMP MAIN BREAKER.• CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER690.31(E) AND 2012 IFC 605112 LC PV LOAD CENTER ® CHIMNEY • (4) GING-LONG SOLIS RSD -1G 1:1 RAPID SHUTDOWN ... . ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • 9.23 AMPS'MODULE SHORT CIRCUIT CURRENT. r+ SM SUNRUN METERQ ATTIC VENT • 14.42 AMPS DERATED SHORT CIRCUIT CURRENT (690.8 (a) & 690.8 (b)). FLUSH ATTIC VENT 3 PM DEDICATED PV METER ❑o t o PVC PIPE VENT INVERTERS WITH O H � MET AL PIPE a ® -VENT INV, INTEGRATED DC - - T _ . - �• ` t', w DISCONNECT, AND AFCI-® T -VENT 1 AC • O AC DISCONNECT(S) SATELLITE DISH ' - - DC Q DC DISCONNECT(S) ® FIRE SETBACKS _ t CB HARDSCAPE 0 COMBINER BOX - y . 'PROPERTY INTERIOR EQUIPMENT. —'PL— LINE . . } [Ea, SHOWN AS DASHED ' SCALE:` NTS sunrun. A .' `� AMPERE .AC ALTERNATING CURRENT W' AFCI x ARC,FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH. GILBERT CORREIA, C10, C46 CA CL #750184 VICINITYMAP ' ? COMP COMPOSITION 1227 STRIKER AVENUE, SUITE 260, SACRAMENTO, CA DC DIRECT CURRENT, (E) EXISTING 95834 PHONE 916.949.7885 FAX 916.285.9154 F © ;t WKA:K, _ ` ' ,ar; o - , EXT EXTERIOR y _ _ FRAMING '-"` INT INTERIOR C.USTOMER..RESIDENCE: "-`" RYAN PARKER - ' . LBW LOAD BEARING WALL 17 BAJA CT, CHICO, CA, 95928 -�� - BoosedTuningQ � _. yam; _._ ,.r�Iahausvesp`,' MSP MAIN SERVICE PANEL , (N) NEW NTS 'NOT TO SCALE - TEL. (530) 588 2127APN #: 040480006000 PROJECT NUMBER: ' ... 'i. - _ - OC ON CENTER' 105R-017PARK - - �•T*-x-...� -•- =; DBI Beverage Inc 0••�d''x-•--• ?z '•-- • ,. _ _ - ._ - - PRE -FAB PRE -FABRICATED . 949.705.3951 ' rr f,_. Cf w�eeon,e �i =PSF POUNDS-PER-SQtkA-RE-FOOT PV PHOTOVOLTAIC TL TRANSFORMERLESS -DESIGNER: KYLE JENSEN _ DRAFTER: Weiss MCNalro: } _ TYP TYPICAL • V VOLTS KYLE JENSEN SHEET, .REV -NAME DATE -_COMMENTS--.---. HEETA -COVER SHEET-- A REV: A.1 1/17/2017 PAGE PV -1.0 TRUE MAG PV AREA SITE PLAN - SCALE = 3/128" = 1'0" PITCH AZIM AZIM (SQFT) AR -01 26° 107° 9.3° ' 329.4 ® AR -02 18° 1070 93° 468 FIRE SETBACKS - (3 TY P) Q� • (E) RESIDENCE _ - Q� S (E) FENCE (N) ARRAY AR -01 Q� 4� (4) (N) GINLONG RAPID 0- SHUTDOWN DISCONNECT sunrun 05 -p— m� a' a GILBERT CORREIA, C10, C46 CA CL #750184 aa- - ° 7227 STRIKER AVENUE, SUITE 260, SACRAMENTO, CA 95834 PHONE FAX 9 6 285.91545 a. a -- CUSTOMER RESIDENCE: RYAN PARKER (E) DRIVEWAY 17 BAJA CT, CHICO, CA, 95928 TEL. (530) 588-2127APN #: 040480006000 PROJECT NUMBER: (N) ARRAY AR -02 105R-017PARK e` DESIGNER: 949.705.3951 (E) GATE KYLE JENSEN �: DRAFTER: KYLEJENSEN INV MP e� I SHEET INV LC SM SE (E) SHED SITE PLAN REV: A.1 1/17/2017 PAGE PV -2.0 r �i ROOF FRAME { FRAME MAX FRAME C ROOF EDGE MAX RAIL MAX DESIGN CRITERIA ROOF TYPE ATTACHMENT OOF HEIGHT FRAME TYPE EXPOSURE MATERIAL' SIZE SPAN CING ZONE SPAN OVERH MODULES: ;.1, AR -01 CONCRETE TILE [FLAT] , FLAT TILE ROOF HOOK. SEE PEN D13. SINGLE STORY ATTIC . WOOD V RAFTER 2 X 6 8' - 0" 24" 5' - 0" 6' - 0" 2' - 0" CANADIAN SOLAR: CS6P-265P AR -02 CONCRETE TILE [FLAT] FLAT TILE ROOF HOOK. SEE PEN D13. SINGLE STORY ATTIC WOOD RAFTER 2 X 6 15' - 10" 24" 5' - 0" 4'-0-" 1' - 4" MODULE DIMS: 64.5" x 38.7" x 1:57" D1 - AR -01 - SCALE: 1/8" = 1'-0" MODULE CLAMPS: Portrait: 13.39 16.14" PITCH: 26° � � 22'-10" 3'-2" e: 7.87" - 9.84" Landscape: AZIM: 107° P MAX DISTRIBUTED LOAD: 3 PSF ® ( SNOW LOAD: 0 PSF WIND SPEED: 110 MPH 3=SEC GUST. LAG SCREWS: _ —6' TYP2' 5/16"x3.5": 2.5" MIN EMBEDMENT NOTE: INSTALLERS TO VERIFY RAFTER SIZE, SPACING AND SLOPED 16'-2" SPANS, AND NOTIFY E.O.R. OF ANY DISCREPANCIES BEFORE PROCEEDING. 0 0 _. ._ -, -• '.yy.,:v 4 -] .- •,- _-.. '.� ^-. -� -.rte'.: : '.. -:w JN r"+.4 s_Li ',. +:.I� - ./f.;.,`"-=+ .,...: .may•';. ..-.,.'.y;G. (i. 'C � �� u i.: .� .•-, i:. S. r k�, »w ��-i,a, �� f .,- :,1.',i�-:.- -,y-. .+.-.. a -.d_ - _ -_ '- - .3. ..�.. oo O., 0 3'-4" —6'-6"— D2 - AR -02 - SCALE: 1/8" = 1'-0" " nrun PITCH: 18°su AZIM:107° 8'-10" 9'-9.1 3._4„ r 32'-7" 3', GILBERT CORREIA, C10, C46 CA CL #75018419 k - ❑ 1227 STRIKER AVENUE, SUITE 260, SACRAMENTO, CA 4' TYP' - a. 95834 1 . • '�' PHONE 916.949.7885 _ FAX 916.285.9154 _,.10'-91, __ _T� -- _ _ . CUSTOMER RESIDENCE: 4 ' 0— , RYAN PARKER 17 BAJA CT, CHICO, CA, 95928 TEL. (530) 588-2127APN #: 040480006000 PROJECT NUMBER: i• 105R-017PARK -DESIGNER: 949.705.3951 � KYLEJENSEN DRAFTER: KYLEJENSEN SHEET 5'-8" LAYOUT 8 REV: A.1 1/17/2017 - fs PAGE PV -3.0 CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND GINLONG SOLIS RSD -1G NONE (2) 10 AWG PV WIRE NONE (1) 10 AWG BARE COPPER SYSTEM OPEN CIRCUIT VOLTAGE: 574 V (4) 10 AWG PV WIRE 1:1 RAPID SHUT DOWN (1) 10 AWG THHN/THWN-2 2 NONE (2) 18 AWG TC -ER CONDUCTORS FOR GINLONG SYSTEM SHORT CIRCUIT CURRENT: 23.08 A ROOFTOP BOX AND NONE CONTROL WIRE DISCONNECT SWITCH (4) 10 AWG THHN/THWN-2 NONE 3 3/4" EMT OR EQUIV. (1) 10 AWG THHN/THWN-2 NEMA4X, 600V, 10' OF PV MODULES RAPID SHUTDOWN AC NONE 1 ARRAY CONTROL WIRE 4 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 // CANADIAN SOLAR: CS6P-265P a' EMT OR EQUIV. (2) 6 AWG THHN/THWN4 (1) 6 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 NINGBO GINLONG ^ _ ; .(14) MODULES TECHNOLOGIES: JUNCTION Box - (1) STRING OF (14) MODULES SOLIS-5K-2G-US OR EQUIVALENT 5000 WATT INVERTER 3 2 f GINLONG SOLIS RSD -1G A 1:1 RAPID SHUTDOWN 120/240 VAC ROOFTOP BOX AND SINGLE PHASE _—__ DISCONNECT SWITCH SERVICENEMA ~~ 4X, 600V, 10' OF PV MODULES _ _GFPD _ - - - ARRAY — -CANADIANS SOLAR:-CS6P=265P--- METER #: PG&E 1008115890 DUAL MPPT STRING +�// (9) MODULES O COMBINER &LOAD (1) STRING OF (9) MODULES UTILITY RATED DC DISCONNECT GRID NEW 175A ABB RS1-1PN6-H4 MAIN - (N) 100A PV LOAD RAPID SHUTDOWN UNIT BREAKER CENTER NEMA 4X,60OV, PV MODULES _ (END FED) _ - - WITHIN 19 OF ARRAY' 1A - - 4 CANADIAN SOLAR: CS6P-265P I EXISTING NINGBO GINLONG +// (13) MODULES 20 TECHNOLOGIES: JUNCTION B `Y F 13 (1) STRING O ( ) MODULES .._ MAIN - -(N) SUN RUN. SOLIS-5K-2G-US , _ __, - OR EQUIVALENT . _—] - '-`�- PANEL CENTRON 4G 5000 WATT INVERTER 3 2 FACILITY �.- 5 METER 5 LOADS L nc ABB RS1-1PN6 H4 L oc RAPID SHUTDOWN UNIT NEMA 4X, 600V, NEurRAL N �~ WITHIN 19 OF ARRAY PV MODULES Buss GROUND BD53 GFPDA CANADIAN SOLAR: CS6P-265P 60A PV FRo'uNo 250V METER SOCKET 4 DUAL MPPT STRIIJG - - +(�//- (10) MODULES - BREAKER AT 125A CONTINUOUS & 30A BREAKER (N) COMBINER & LOAD T 1 STRING OF (10) MODUI,FS O OPPOSITE END 240V METER 30A BREAKER (N) RATED DC DISCONNECT 1 OF BUSBAR 200A, FORM 2S CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (2) 10 AWG PV WIRE NONE (1) 10 AWG BARE COPPER SYSTEM OPEN CIRCUIT VOLTAGE: 574 V (4) 10 AWG PV WIRE NONE (1) 10 AWG THHN/THWN-2 2 NONE (2) 18 AWG TC -ER CONDUCTORS FOR GINLONG SYSTEM SHORT CIRCUIT CURRENT: 23.08 A RAPID SHUTDOWN AC NONE CONTROL WIRE (4) 10 AWG THHN/THWN-2 NONE 3 3/4" EMT OR EQUIV. (1) 10 AWG THHN/THWN-2 (2) 14 AWG THHN/THWN-2 CONDUCTORS FOR GINLONG RAPID SHUTDOWN AC NONE CONTROL WIRE 4 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 5 a' EMT OR EQUIV. (2) 6 AWG THHN/THWN4 (1) 6 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 f 'G• NOTES TO INSTALLER: 1. 528 VDC (INV1), 490 VDC (INV2) EXPECTED OPEN CIRCUIT STRING VOLTAGE. 2. ADD 100 AMP NEW PV LOAD CENTER. 3. ADD 30 AMP BREAKER TO PV LOAD CENTER (INV1). 4. ADD 30 AMP BREAKER TO PV LOAD CENTER (INV2). 5. ADD 60 AMP PV BREAKER TO MAIN PANEL. —6-REPL-AGE-EXISTING-MAIN-BREAKER-WITH=175-AMP-MAI N -BREAKER. 7. IN MAIN PANEL REPLACE (4) 20A 1P BREAKERS WITH (2) NEW 20/20A 1=1P TWIN BREAKERS. 8. PARALLEL MPPT TRACKERS PER MANUFACTURER INSTRUCTIONS. CONNECT THE GINLONG SOLIS-RSD-1G RAPID SHUTDOWN AC SIGNAL CIRCUIT CONNECTORS PER MANUFACTURER SPECIFICATION. MAIN PANEL: GENERAL ELECTRIC BREAKER: THQL2130, THQL2160 MODULE CHARACTERISTICS CANADIAN SOLAR: CS6P-265P: 265 W OPEN CIRCUIT VOLTAGE: 37.7 V MAX POWER VOLTAGE: 30.6 V 4 1 SHORT CIRCUIT CURRENT: 9.23 A SYSTEM CHARACTERISTICS - INVERTER 1 SYSTEM SIZE: 6095 W SYSTEM OPEN CIRCUIT VOLTAGE: 574 V SYSTEM OPERATING VOLTAGE: 428 V MAX ALLOWABLE DC VOLTAGE: 600 V SYSTEM OPERATING CURRENT: 17.32 A SYSTEM SHORT CIRCUIT CURRENT: 23.08 A sunrun GILBERT CORREIA, C10, C46 CA CL #750184 1227 STRIKER AVENUE, SUITE 260, SACRAMENTO, CA 95834 PHONE 916.949.7885 FAX 916.285.9154 CUSTOMER RESIDENCE: RYAN PARKER 17 BAJA CT, CHICO, CA, 95928 TEL. (530) 588-2127APN #: 040480006000 PROJECT NUMBER: 105R-017PARK DESIGNER: 949.705.3951 KYLEJENSEN r DRAFTER: - KYLEJENSEN SHEET ELECTRICAL REV: A.1 1/17/2017 PAGE PV -4.0 . .A C AWARNING ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED • AND MAY BE ENERGIZED " LABEL LOCATION: DC DISCONNECT, INVERTER (PER CODE: CEC 690.35(F)) •-rsv�a._ 1---A-WARNING. LABEL LOCATION: AC DISCONNECT, POINT OF INTERCONNECTION (PER CODE: CEC690.54) I BREAKER HAS BEEN DE -RATED PER NEC 690.64(8)(2) u LABEL LOCATION - MAIN PANEL •• •0. PHOTOVOLTAIC SYSTEM ` EQUIPPED WITH RAPID SHUTDOWN LABEL LOCATION: - ELECTRIC SHOCK HAZARD POINT OF INTERCONNECTION DO NOT TOUCH TERMINALS (PER CODE: CEC 705.12(D)(7)) ; . LABEL LOCATION: AC DISCONNECT, DC DISCONNECT, POINT OF. TERMINALS ON BOTH LINE AND [Not required if panelboard is rated not less than sum of ampere ratings INTERCONNECTION LOAD SIDES MAY BE ENERGIZED of all overcurrent devices supplying it] (PER CODE: NEC690.56(C)) - . IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT CAUTION. S_0L=AR� JR__C IT --NOTICE - • WHEN SOLAR MODULES ARE - - _ —. r — - -- -- — _--- _ --- - - •-•- ' ' . EXPOSED TO SUNLIGHT - LABEL LOCATION: - Y=_ I PV SYSTEM COMBINER PANEL� { -•-- _ . -_ y. •_ ?r - .. _ b^ LABEL LOCATION: MARKINGS PLACED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, IDO NOT ADD LOADS TO THIS PANEL AC DISCONNECT, POINT OF INT_ ERCONNECTION AND CABLE ASSEMBLIES AT LEAST EVERY 10 FT, AT TURNS AND ABOVEIBELOW PENETRATIONS AND ALL COMBINERMUCTION BOXES. (PER CODE: IFC605.11.1.4) - _ - (PER CODE: CEC 690.17(E))'• ' _ _ w - - LABEL LOCATION: LOAD CENTER . YA CAUTION:=SOLAR�ELECTRIC WARNING- + cable for P nt ] 'z (O a whe V load ce er _ 'Only when _ . , . • -ELECTRIC-SHOCK HAZARD- SYSTEM. CONNECTED' ' . DO NOT TOUCH TERMINALS -•� -- , • TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED LABEL LOCATION: IN THE OPEN POSITION •' WEATHER RESISTANT MATERIAL, DURABLE ADHESIVE, UL969 AS STANDARD TO WEATHER ' RATING (UL LISTING OF MARKINGS NOT REQUIRED), MIN %" LETTER HEIGHT ARIAL OR _ ti LABEL LOCATION: SIMILAR FONT NON -BOLD, PLACED WITHIN THE MAIN SERVICE DISCONNECT, PLACED ON AC DISCONNECT, POINT OF INTERCONNECTION THE OUTSIDE OF THE COVER WHEN DISCONNECT IS OPERABLE WITH SERVICE PANEL - `�' • R' , Sunr un. • PER CODE: CEC 690.17(E); CB - CLOSED. (PER CODE: CEC690.15, 690.13(B)) . WARNING Electdc Shock Hamird w LA user serviceable parts inside, SO R DISCONNECT { ` . _ -. • i• • r. •assistancet _ _ e.: c 7:. - • ,... GILBERT CORREIA, C10, C46 _ 4 LABEL LOCATION: ' , • .. t CA CL #750184 LABEL LOCATION: DISCONNECT, POINT OF INTERCONNECTION - INVERTER, JUNCTION BOXES (ROOF), -AC DISCONNECT (PER CODE: CEC690.13(B))4 ,+ i. 1227 STRIKER AVENUE, SUITE 260, SACRAMENTO, CA (PER CODE: CEC690.13.G.3 & CEC 690.13.G.4), ft . - 95834 f• -- �� PHONE 916.949.7885 - PHOTOVOLTAIC �AWARNI,NGDUAL POWER SOURCE ft ' FAX 916.285.9154 SECOND SOURCE IS PHOTOVOLTAIC SYSTEM SOURCEPOWER , L _ _ _ . --_ �T — _ OMER-RESIDENCE:— LABEL LOCATION: ' LABEL LOCATION: RYAN PARKER CONDUIT, COMBINER BOX POINT OF INTERCONNECTION - 17 BAJA CT, CHICO, CA, 95928 (PER CODE: CEC690.31(G)(3)(4) & CEC 690.13(G)(4) (PER CODE: CEC 705.12(D)(4)) _. _•_ —INVERTER.1- - TEL. (530) 588-2127APN #: 040480006000 • • • • • 17.32 - " • y }� t` . PROJECT NUMBER: POINT •� � � ,' * • Y� „. _` _ _ 105R-017PARK . • • RATE•� POWER- MAXIMUM 428 • ( , -DE-SIGNE-R: 949.705.3951 •• a MAXIMUM SYSTEM_ • • 574 LABEL LOCATION: f KYLEJENSEN MAXIMUM CIRCUIT AC DISCONNECT, DC DISCONNECT, POINT OF ' . CURRENT (Isc) 23.08A INTERCONNECTION �; t DRAFTER: (PER CODE: CEC690.56(C)) — KYLEJENSEN LABEL LOCATION: " _: SHEET - DC DISCONNECT, INVERTER _ _ -- _ • _ . . _ . _ _, _ (r SIGNAGE _(PER CODE: CEC690_.53) - , Y'� --- ._ 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 ti tr REV: A.1 1/17/2017 _ MARKINGS SHOULD COMPLY WITH ANSI Z535.4ICEC 110.21(B) FIELD MARKING]: ° - PAGE PV • ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY_ADHERED. VINYL SIGNS SHALL - ;i!, BE WEATHER RESISTANT [IFC 605.11.1.3] -5.0 WOO y Manufacturer: Ginlong (Ningbo) Technologies Co.,Ltd., Ningbo, Zhejiang, P.R.China US Office: 565 Metro Pl. S. Suite 3214, Dublin OH 43017, USA I Toll-free: 866.438.84081 Email: sales@ginlong.com I sales@ginlong-usa.com { Web: www.giniong.com 1 www.ginlong-usa.com please.record the serial number oryour Rapid Shutdown Device and quote this wbcn you contact its. ^ © 201.6, Ningbo Ginlong Technologies Co., Ltd_ cn I Irtertek Ver 1.0! { i I j . ° � � ^ � ' ,,__~~_.___.._ ............................... 1.|ntnodbctkon 2 11 Product Description --'—'—'-----'—`— 2 1.2 Packaging -----'--'---------' 3 2.Safety Instructions .............................................. 4 � 21 Safety Symbols .......................................... 4 2.2General-Safety Instructions '--'—^—'---' 4 � 3. Installation -----------------'-- 0 % ' 31 System diagram -----''------'--- 8 3.2 Installation -----^—'---''-----'— , 7 � 4. Commissioning ................................................ 12 \ 5. Troubleshooting ............................................. � 12 � � 6. Specifications '-------'-------'—'—' 13 � . 6.1 Technical Specifications .............................. | ' � { � ` 13 1. �Intr.OdudIion :�� I. Introduction Y MOMEM _11P • • • • • • , The Solis Rapid Shutdown Devices (RSD) are certified to the UL 1741 inverter 1 t t When you receive the RSD, please ensure that all the parts listed below are included: t - standard and comply to all 2014 National Electrical Code 690.12 Rapid Shutdown requirements. Solis RSD's are packaged inside NEMA 4X enclosures that fit neatly under the modules. The RSD is controlled by an AC signal circuit. A green LED on the RSD indicates thatAC power is supplied to the RSD and that RSD PV output circuits may be energized. y When first responders cut AC power to the building, the RSD(s) will force the PV array * a. and DC.capacitors inside the inverter(s) to drop to less than 30VDC and less than 240VA in less than 10 seconds. _ 1 2 3 �. r A Figure 1.3 Parts a Part# Description ' Number' I •" a' +, 1 Rapid Shutdown Device 1 2 AC Terminal Assembly 1 Manual 1 t .S!0fety Instructions er use may result in potential electric shock hazards or burns. This in } ( nual, is important instructions that must be followed during installation and y` I nance. Please read these instructions carefully before use and keep them ire reference. )Is used in this manual, which highlight potential safety risks and important ation, are listed as follows: WARNING: WARNING symbol indicates important safety instructions, which if not correctly followed, could result in serious injury or death. CAUTION: CAUTION, RISK OF ELECTRIC SHOCK symbol indicates important safety instructions, which if not correctly followed, could result in.electric shock. CAUTION: t CAUTION, HOT SURFACE symbol indicates safety instructions, which if not correctly followed, could result in burns. IARNING: icorrect operation or maintance can cause serious injury and damage to roperty. Only qualified personnel to commission the Rapid Shutdown Device nd only within the scope of the respective technical regulations. Read the afetv rules before commissioning and performing maintenance work. XRNING: >rk performed incorrectly can cause serious injury and damage. e Rapid Shutdown Device should only be installed by qualified personnel. Ilow the safety rules! fore any installation or connection work is carried out, disconnect the AC pply to the inverter and the DC supply to the Rapid Shutdown Box. 2'. Safety Instruction CAUTION: An electric shock can be fatal. Inadequately sized electrical components can cause serious injury and damage to property. -All electrical connections must be made in accordance with the National Electrical Code, ANSI/NFPA 70, and any other regulations applicable to the installation site. - Use min.194'F (90'C) copperwire for all grounding wires (see NEC table 250.122). - Voltage drop and other considerations may mean larger cable cross sections need to be used. The PV array (i.e. the solar panel') supplies a DC voltage when it is exposed to sunlight. ATTENTION: ATTENTION; Installers of the RSD shall have a reflective, white -on -red, permanent plaque or directory that includes the following wording; PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN CAUTION: A The surface temperature of the RSD can reach up to 75C (167F). To avoid risk of burns, do not touch the surface of the RSD when it is operating. 3 Installation; 3 Installation The Ginlong Rapid Shutdown Device is controlled'by an AC signal circuit. If AC power is RSD is designed:io mount on the rack under PV modules. cut' at the utility service entrance and/or at the inverterAC output circuit disconnect, te Step 1. Attaching RSD to the racking. t RSD will be activated and ttie_PV array will drop to less than 30 volts in less than 10 seconds (per 2014 NEC 690.12). • Y� i - Solis-RSDAG(1:1) " .}olis TCdRtf4SL^�L-� r , -. •y� j� � _ _ _ �. , .. MGD[ iC Bu4r d 2—AC •. - Cu Cl VC - COrM . no? ­ ....... 50 •oww Slflna vnf[Pr 5055 r-2 .........�.....�_Rpid Shu[dcemcwn PV Sovr.e 70A OV - ' `\�V ``/•Ja Circuit lnpu[ C)ufput Circui[ � �// ' P`/$„u.ce Cvtr„t (he Conduit W[o Cvv/i •�F r / A Figure 3.2 Attaching RSD to rack _ a. Evaluate the location of the RSD with respect to the PV module junction box- I Solis -RSD -1G(2:2) - orany other obstructions. _ - _ _ • 3_Qliilraa_U UMC!•IC55 - — a• t+ _ i;[u'33 hlvtclC[ ` c :�., 'm o asow.m '..WARNING: ! --- '�' Al Allow a minirrium of 314 inches.beriveen the top of the roof and the bottom .... r, --+moo =• izaso; of the RSD: We also recommend that you allow 1/2 inches between MOOC , ! the back of the PV module and the lop of the RSD. Do not mount the RSD r ` �'• r y in a _location_ that allows exposure to direct sunlight. 20A SOA . 20A 10A a .� Se «e[acu[,nm:rs • pv Ou[pu[GrcuRd . - - ' � - - •-- � Pu so"•.�ec•w;-, wlco7ow! "°!""`+^q b-. If using grounding washers (e.g. WEEB) to ground the RSD chassis to the PV i - module racking, choose a grounding washer that is approved for the racking 4 .Figure 3. 1 System diagram manufacturer. Install a minimum of one grounding washer for RSD. The'Torque for the fasteners values listed below: t r{ 1/4" mounting hardware -45 inlbs minimum F f( - • 5116" mounting hardware - 80 Inlbs minimum. i I r stallation AMA 01MA 0 i A Figure 3. 3 Fix the screws p 2 tJ�ing MC4 connectors, connect the DC input and DC output wires. SD -16(11:1) DC connection: he J channel RSDA G (1:1) enclosure is rated for 20 amps. Installers may parallel ire more'Ithan 1 pair of PV string conductor to the single channel RSDAG (1:1) input onnect� s. oweve �, the total Imax current must be less than 20 amps and Isc current ass than 31.2 amps. Any parallel wiring of PV module strings on the roof must be ccompl shed per NEC guidelines ID -16(2:2) DC connection: e dual �1 annel RSD -1G (2:2) enclosure is rated for 30 amps. Either channel can dept 20' mps (31.2 Isc). Installers may parallel wire more than 1 pair of PV string nduct'ors to one of the channels on the dual channel RSD -1G (2:2). wever� when the installer connects a PV string(s) to the second channel, they must be re that the 30 amp total RSD -1G (2:2) enclosure rating has not been exceeded. Any rallel Wiring of PV module strings on the roof must be accomplished per NEC guidelines. 3. Install'atio A Figure 3.4 Connect DC input and DC output MC4 connectors a. Connect PV string to RSD "STR DC" side, connect inverter DC input to RSD "INV DC' side. A WARNING: The string input PV+and PV -must match RSD PV+and PV-. Reverse PV input polarity could damage the RSD and void the warranty. Step 3 - Connect AC terminal of RSD Each RSD includes an AC 3 -pin weathertight bulkhead receptacle on a short pigtail. One (1) AC 3 -pin mating connector assembly comes with each unit. Follow the instructions below to assemble the AC signal circuit connectors and make all connections. a. Use an appropriate 3 -wire cable for the AC signal circuit connection. The AC signal circuit cable wire size can range from 18AWG to 14AW G. b. Follow the wiring sequence below to connect the cable to the AC 3 -pin weathertight connector 240V AC Black - L1 it Red - L2 Pin 3 - Red L2 3. Install'atio A Figure 3.4 Connect DC input and DC output MC4 connectors a. Connect PV string to RSD "STR DC" side, connect inverter DC input to RSD "INV DC' side. A WARNING: The string input PV+and PV -must match RSD PV+and PV-. Reverse PV input polarity could damage the RSD and void the warranty. Step 3 - Connect AC terminal of RSD Each RSD includes an AC 3 -pin weathertight bulkhead receptacle on a short pigtail. One (1) AC 3 -pin mating connector assembly comes with each unit. Follow the instructions below to assemble the AC signal circuit connectors and make all connections. a. Use an appropriate 3 -wire cable for the AC signal circuit connection. The AC signal circuit cable wire size can range from 18AWG to 14AW G. b. Follow the wiring sequence below to connect the cable to the AC 3 -pin weathertight connector 240V AC Black - L1 Pin 1 - Black L1 Red - L2 Pin 3 - Red L2 Green - Ground Pin 2- Ground (Optional) A Table 3. 1 AC cable connection sequence 3. Installation 3. Installation C. Please see Figure 3.5 for proper assembly of the 3=pin AC connector. Afterasse�nbly, a. Follow instructions in the Ginlong Inverter Installation Manual to connect the RSD DC connect the connector to the RSD bulkhead receptacle. output conductors to the inverter DC input terminal blocks inside the inverter wire box. Check to ensure that DC polarity is correct. I Apft t ; b. Connect RSD"GRID". Connect.the RSD `GRID" conductors (i.e. AC signal circuit conductors) to a 240VAC I ♦Figure 3. 5 Assembly of the AC connector termination'point, inside or outside the Ginlong Solis inverter wire box. A 2 -amp ac fuse' is integrated in RSD to protect the RSD'AC signal circuit components and + ' conductors..' I Step 4 - Grounding the System Attention f / Q o ensure AC signal quality, the AC signal circuit conductors must be no ' longer than 100 meters. 'Attention l After installation of one or more RSD's on site, the system installer will Instal' a plaque (per 2014 NEC 690.56(C)) that reads: > c PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN.' Additional signage on site can include a plaque next to the Inverter AC I Disconnect Switch that reads: K OPERATION OF THE PV SYSTEM AC DISCONNECT•SWiTCH WILL., RESULT IN RAPID SHUTDOWN OF THE'PHOTOVOLTAIC ARRAY,AND.,,, INTERRUPTION OF SYSTEM POWER. ♦ Figure 3.6 Ground connection If you are not using grounding washers to ground the RSD chassis please foliow the step WARNING I ' The RSD and ail ac connections to the utility grid must only be made by qualified below. Each RSD comes with a ground clip that can accommodate a single #6, #8, or ,� , 'personnel. . :#10 AWG conductor. Check your local code for grounding conductor sizing requirements. , a. Connect the grounding electrode conductor to the RSD ground clamp. Torque the RSD ground clamp to 20 in -lbs, 2.25 N -m. The racking and module could be grounded to this' • WARNING:- • . conductor using a crimp connection. - %' Ensure that all AC and DC wiring is correct. Ensure That none of the AC and DC wires are pinched or damaged. Ensure that all wiring boxes are properly Step 5 — Complete the RSD installation by routing the RSD DC output conductors and closed. ` the AC signal circuit conductors to the wire box on the Solis inverter. t �: a. Follow instructions in the Ginlong Inverter Installation Manual to connect the RSD DC r output conductors to the inverter DC input terminal blocks inside the inverter wire box. Check to ensure_ that DC polarity is correct. _ mmissioning ,_ 6. specification i i the PV•system:with the Solis RSD(s)-installed:=---- -- - i - I Com sion Move t e Inverter AC output circuit disconnect switch to the ON position , • r ,. - Solls RSD -1G 1:1 , move' if PV system inverter output Circuit breakers to the ON position Ensue, that RSD AC signal circuit conductors are energized _ Maximum input and Output voltage soovoc Confirn the correct polarity of the DC input circuit conductors. DC Input Voltage Range 30 600voc Move t e DC switch on the inverter to the ON position t. Maximum Number or PV Source Cir uts 1 input) 1 output Confir,m,the inverter turns ON in 300 seconds (5 minutes) Maximum Input I Output Current 20A Maximum Short Circuit Current - h 312A ;II • DC Input / Output Cable Whips PV Wire with MC4 Locking Connectors DC Input / output wire Size AWG #12 to #6 i Ground Wire SAC AWG #10 to #6 ' . Tj rho u b l e s h o o t n g !!� r r4r4iZ. tn` •i fiRtj!ri :�w� 7:i t - I - AC �. � y � i Rated AC Input Voltage 208/240VAC Rated AC Input Current , , 0.1A i ARNING: l connections to the utility grid must only be made by Rated Frequency } 501601-1z he RSD and all ac �) (qualified r AC Control Wire Size AWG #18 to #14 personnel. ilure of � ,{ a RSD could interrupt DC power to the inverter. If the installer checks�the !• Maximum AC Fuse Rating 'I • q•-rit¢u ; 2A the inverter and does not detect PV voltage, the installer should GENErtat ._` . `. inputiterminals at It low the, below: Ambient Temperature Range~ =25 to +G5°C (-13 to 158°F) , . • . r Enclosure Type NEMA 4X - - Roof Mount Style c +�w Rail -mount plate (WEEB Compatible) at the inverter as away to isolate the issue,to the RS or •_, *' Check 4 string voltage Status IndicatorLED to the inverter. If the D voltage can be measured at the DC input terminals at the inverter, follow Efficiency ; X99.5% inverter, roubieshootinginstructions. Response Time <2 seconds If DC voyage cannot be measured at the DC input terminals at the inverter, Check Dimensions (W=HxD) 262 24o143 cm / 10.319.4"1.7 in the ACS s�gnal circuit connection point to confirm that AC power is available at these Weight } ' 2.3 kg/ 5.1 Ib terminaII . Warranty 10 Year i j. If there AC power at the AC signal circuit connection point, check to see if the l Certification & Safety Standard UL1741, FCC Pan 15 Class 8, ?� RSD LED is lit. This would indicate that the RSD has AC signal circuit power. Check Compliance NEC 690.12 for loose' MC4 connections at the RSD DC inputs and outputs. If the RSD LED is off, check all AC and DC cable connections. After coIrfirming the integrity of the DC cable connections and confirming that the RSD isceiving AC power, but the LED is still OFF, replace the RSD. I' 2" f I .: 6. -SP ecificotions SD1 D..,�...�.6�==ri,iJ� S sr -R42 2; ,Maximum input and Output VOil age 660VOC DC Input Voltage Range - - 30-&MVDC t •, • Maximum Number of PV Source Circuits �._ y� 2 Input / 2 output } ' Maximum Input / Output Current - 10120A ` Maximum Short Circuit Current - 31.2A DC inpuC/ Output Cable Whips • _ PV •� - Wire with MC4 Locking Connectors " - - DC Input l Output Wire Size AWG 412 to P46 _ 'Ground Wire Siie AWG .410 to #6 Rated AC Input Voltage 2081240VAC + ' - ... Rated AC Input Current .. 0.1A _ • _ i' } _ - • ' - Rated Frequency _ .50160Hz AC Control Wire Size .... ._ .. -- AWG B18 to #14 • . _ _ r x . - Maximum ACF use Rating .. - 2A ' . €NERAL .. Ambient Temperature Range r 25 to 165-C (13 to 158-F) - >,� Enclosure Type - - _ ...w. NFMA4X a t , Roof Mount Style _ Rail-motort plate (WEEB Compatible) jI .. Sfatw- Indicator -- - '. LED .. _ aEfficiency. ^ r .>99.5°l6� ., ... -. -:1' .. -_ - �'•• . „ _ -r ,.. - • - Response Time - - - a2 seconds .i Dimensions(W*H=D) ~.• .. _• 262240`4• •0.� •.»�� 3.cm / 10.3'9.4'1.7 in ..•. y 7 • r -. R .i _ -. , S - Weight 2.4 kg l 5.2 lb r t , Warranty `� •_ ^ 10 YCar ti i ., . _ Y.. .. . , .. 1 �� . a� ' Certification $ Safety Standard UL1741, FCC Part 15 Class 6, •� - - ^` _' - Compliaance NEC 690.12 1.0 Reference and Address"- 7 Report Number, 150201029SHA-001 Original Issued: 19 -Mar -2015 Revised: None UL Standard for Inverters, Converters, Controllers and Interconnection System Equipment for "K �'�A Use With Distributed Energy Resources, UL 1741, Second Edition Dated January 28, 2010 containing Revisions through and including January'7 2015 & Sta_h�lird(s). 'General Use Power Supplies, CSA C22.2 No. 107.1 -01 dated September, 2001, Reaffirmed y Inverters 2011 with Interim'Certification Requirements for Utilit -Interconnected Inve e - CSA Technical Information Letter (T.I.L.) No. 1-43, dated January 21, 2011 -Entirely Replaces Report Number. " 1140601539SHA-001 '11­1f.'�� __ ' . Ningbo Ginlong.Technologies Co., -, Ningbo Giniong Technologies Co., . 'App;'lican" t 7 Ltd. rrr�'-Wif Manufacturer Ltd. X�* T7" -1 No. 57, Jintong Road, Seafront 7 o. 57, Jintong Road, Seafront (Binhai (Binhai )Industrial Park, Xiangshan )Industrial Park, Xiangshen Economic Economic Development Zone, Address=; ;A., '3�N� Development Zone, Xiangshan, Xiang , shan, NINGBO Zhejiang 315712 NINGBO Zhejiang 3 15712 ;'+� 4 C c, un try 17'72 CHINA ACount!X_v,,& CHINA Contact's- Mr. Wang Yiminq Contact CO- Mr. Wan Yiming - - ,7-,r1�Phone:,;"1 -6686-574-65781806 1,%,vUPhone?Vn,,r, 7F 0086-574-65781806 `FA -V_3 2e 0086-574-65781606 AX 0086-574-65781606 r- - info nr, ginion .co!M Jl Page I of 66 This report use, of-intaftWS-Crient-and-lo-pmvlded-pumuaftt-tO the -agreement between-Intsda"nd its Client;-Intertak's-•responsibilitY-and liability am limited to the terms and conditions of the agreement. IM"k 0314unleS M liatillily, to any pony, other man to the Client in o=rdlonce Wth the agreement; W any 1038. expense or damage occasioned by the use Of this report. Only the Client is autho"Zod to permit copying or distribution of this MOW and' then only in its entirety. Any use of the Intertak mime or one of Its marks for the S010 or adve,igement of the tested MOtGri8l, product or Service , must first be , Report No.,150201029SHA-001 Page 2 of 66Issued: 19-Mar201.5�� Ningbo Ginlong Technologies Co., Ltd. �' Revised: hone 2O Product Description, -" w, �• f i ;,,,r, ,: ;� ,,: .+�'i. , `' P.roduct44e Grid -Tie Inverter Brand name Ginlong, Solis Description The products covered by this report are single-phase, non -isolated, grid connected inverters. for solar ower generation with a ratingfrom 1kW to 5kW , t �. lRliodelJ ...n GCI -*K -2G -US, GCI 'K -2G -W -US, GCI -'K -2G -H -US, Solis -'K -2G -US , ,. '� (The "*' in. the models could be 1,.1.5,.2,- 2.5, 3, 3.6, 4, 4.6 or 5) r The in the'models means nominal AC power rating of the uiverter, could be 1,-1,5,,2,,2.5,'3, 3.6, 4, 4-.6 or 5,' which stands for 1kW, 1'5kW, AW, 2.5kW,'U1W, 3'6kW, 4kW, 4'.6kW or 5kW. � The models witli the same nominal AC power rating is and electrical identical except with Model. . different model name. •• -, SirClElarEty: ,a The models with different nominal AC�power rating have similar circuit diagrarri and constructions` except with different s4es of heatsink, enclosure, power devices and ratings. j J ♦ip Ratings +' Refer to section -7 Illustration 2- Ratings Other Ratin s NA ' Report No. 150201029SHA-001 Page 58 of 66 Issued: 19 -Mar -2015 Ningbo Ginlong Technologies Co., Ltd. Revised: None 3.0 Test Summa EvaluationPeriod... 2014.06 - 2014.07 role ct No: 140601539SHA t sso..Ec 0140523-31- Sample.Rec. Date., 23 -May -2014 �;, ,, . ^Condition Prototype Sample ID. 001-005 Test Location. _ _ Intertek TestingService Shanghai Limited. sult includes consideration of measurement uncertainty from the test equipment and Determination of the re methods. The product was tested as indicated below with results in conformance to the, relevant test criteria. The following tests wereperformed: CSA C22:2 4i*'P! No.107.1=01 r s Datedlh;i ...► -"bf1,, '.` IEEE Std.L-U� September, UL 1741 2nd - 2001;+ „; w 1547.1,- J Edition Dated' Reaffirmed Dated June 9; Test Descrition Ya January 28;'2010 2011. '"'; 2005 [Maximum -Voltage Measurements 42-- r_ ___._...., 43 6.3 _. Output Power Factor Testoutput 6.13 -- Power Gharacteristics - Output Rating.3. 45.2 152.2 -- Out ut Power Characteristics - DC In putRange 45.3 6.2.3 -- Abnormal Tests - Output Overload Test 47.2 6.6 -- Abnormal Testi-'Short Circuit Test -47.3 -14.4.2 -- Abnormal Tests - DC Input Miswiring Test 47.4 144.3 -- Abnormal Tests - Component Short and open Circuit 47.6 15.3.7 "- Abnormal Tests - Loss of Control Circuit 47.8 15.3.6 -- Groundin Im edance Tests 48 4.23 -- Static Load 59 61 -- -- -' 4.2.7 Rain and Sprinkler Information Letter -- 5.1.2.1 Operation Temperature Test -- January 28, 5'1'2'2 Storage Temperate Test January 21;'201.1. 2010 _ • 24,-2011' 5.2 --Test.for res onse to abnormal volta a conditions -- Anillslandin test . Res onse to abnormal frequence conditions -- " 5.3 Start Current Measurement Method 2)— -- -- 5.4.4 Protection from EMI Test -- -- 5.5.1 Su a Withstand Test -- -- 5'5'2 DC Injection for inverters without interconnection -' S.6 transformers -- 5.7.1 Unintentionallslandin Test -- -' 5'9 open Phase 5ecurement OT OOm UNWI 4 6.13 -- Resistance to Impact -- Reconnect Test Following Abnorma Condition Disconnect -- 15.3.4.3 5.10 Harmonics Test for Inverter -- 15.3.3 5.11 s UL 5085'1:.' h _ UL 5085-3,- . Dated April 17,. Certification 2006 containing - Technical" Decesion for Revisions o. r Information Letter UL1741, dated through and. No. 1-43, dated January 28, including May Test Description, - January 21;'201.1. 2010 _ • 24,-2011' Anti-islandln test 1.1 -- Anillslandin test - Volta e.and.Ere uenc Q oration -Limits. = 60ntlnuous l§dlation Monitorinterrupter=Fau t Cufrent= -- Limit Test '- 94 -- �g.t.®.,3.1 H,(te,lon,1.9)_Mun9Aten Ground Fault Protection. S011s inverters Ground Fault Protection is Standard in the Ginlong North American String Inverter Product Line Ginlong inverters are sold around the world and are certified to IEC Standards in Europe (TUV), the AS3100 and.AS4777 Standards in Australia (ASS), and to the UL 1741 Standard in North America (ETL). Any inverter that hopes to bear the. certification mark of a Nationally Recognized Testing Laboratory (NRTL) and be sold in the United States must pass safety and. protection tests as part of the UL test standard. As part of the UL Test Standard, the Ginlong product line of single and three phase inverters are subjected to a battery of tests to ensure that the inverter conforms to the relevant test criteria. For example, 'all Ginlong inverters sold in North America must be an anti-islanding type. Inverters are tested for grid monitoring and unintentional islanding. The Ginlong NEMA 4 inverters must pass a rain and sprinkler test. The enclosure cannot exceed a certain temperature during normal operation and must, beresistant to impact. Electrical tests are done to ensure that abnormal grid or DC circuit conditions are safely handled by the inverter. Overload and short circuit tests are applied to both the AC and DC circuits. DC input and AC output ratings must be correct. ,The inverter is tested`for harmonics and'must respond to abnormal frequency conditions. For protection of system owners and system technicians, all Ginlong inverters are tested for ground impedance and for safe response to.ground faults. Ginlong inverters are designed to protect the installer and system owners during normal operation. And when the inverter detects abnormal conditions, Ginlong inverters employ additional safety features including; . Grid Monitoring i Ground Fault monitoring and protection - - - . Anti-Islanding-protection .. O. Temperature. protection • DC reverse -polarity protection • AC output overcurrent protection Output overvoltage protection Other Ginlong inverter safety equipment includes an optional integrated AFCI (DC arc fault protection) and an integrated DC.switch on the bottom of every inverter. For compliance to the NEC 690.12 rapid shutdown requirements, Ginlong offers a Rapid Shutdown Device (RSD) that can be installed at the PV array. (1 Ginlong Technologies (Ningbo) Co. Ltd. 1,�,, Ginlong Solis USA: 565 Metro. Pl, S. Suite 3214, Dublin, OH 43017 1616 Toll free: 866.438.8408, �,vwmginlong-usa,com. AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: Ningbo Ginlong Technologies Co., Ltd. Manufacturer: Ningbo Ginlong Technologies Co., Ltd. No. 57, Jintong Road, Seafront (Binhai )Industrial Park, Xiangshan Economic Address: Development Zone, Xiangshan, NINGBO Zhejiang 315712 Country: CHINA Contact: Mr. Wang Yming Phone: 0086-574-65781806 FAX: 0086-574-65781606 Email: info@ginlong.com Manufacturer: Ningbo Ginlong Technologies Co., Ltd. Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Intertek Testing Service Shanghai_ Control Number: 3186984 Authorized by: Thomas J. P tte , C ficafi Manager cus t2TBp Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authodtation to merle Is tot the axdu*e use of Intartekb Otent and is provided pursuant to"CeAllicaw sofaement bowman Imarm and Its olen4 Intartttta maponslbulty and liability aro n,ryted to Ne toga end Cond Bona of the agt0ainanL Intanok assumes no liability to any party, other Man to the Client In OCCOMttnrA vJM Mo a�taNnaat W any leas. Oxpenaa er damage OOCaaionad by Ma lta0 of IMS Aulhotitation to Mads only Ina client Is outhatixed to pamdt copying ar dlabnbution of INS Authotimdon to Mark and digin only in its antitapi, Use of 1MOVIOk's CeNOoetiar "lank is tosblotod to lha Mar us of the Intoftek nomo rot Mo aide or a4voosamanl of Ms tested maternal, product of service must Oral be approved in Co,ldtllono laid out In the agreement and In We AUModxatlon to Mark. Any fU wdting by Intattalc Initial Factory Aaeosemants and Fouow Up Sarvlces are (Or Me purpose of assuring appldptiata usage Of Mo CfetlOcation tnMk In aCGbrdatnCa Win the agroament, they are not for Ma pulp ilas of production quality contrd and do not retisva the Client of 111011' obllgstiona In Ola reapaei Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL Standard for Inverters, Converters, Controllers and Interconnection System Equipment for Use With Distributed Energy Resources, UL 1741, Second Edition Dated January 28, 2010 containing Revisions through and including January 7, 2015 & General Use Power Supplies, CSA C22.2 No. 107.1-01 dated September, 2001, Reaffirmed 2011 with Interim Certification Requirements for Utility -Interconnected Inverters- CSATechnical Information Letter (T.I.L.) No. 1-43, dated January 21, 2011 Grid -Tie Inverter Brand Name: Ginlong, Solis GCI -*K -2G -US, GCI -•K -2G -W -US, GCI 'K - 2G -H -US, Solis -"K -2G -US Models: (The "° in the models could be 1, 1.5, 2, 2.5, 3, 3.6, 4, 4.6 or 5) No. 57, Jintong Road, Seafront (Binhai )Industrial Park, Xiangshan Economic Address: Development Zone, Xiangshan, NINGBO Zhejiang 315712 Country: CHINA Contact: Mr. Wang Yming Phone: 0086-574-65781806 FAX: 0086-574-65781606 Email: info@ginlong.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Intertek Testing Service Shanghai_ Control Number: 3186984 Authorized by: Thomas J. P tte , C ficafi Manager cus t2TBp Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authodtation to merle Is tot the axdu*e use of Intartekb Otent and is provided pursuant to"CeAllicaw sofaement bowman Imarm and Its olen4 Intartttta maponslbulty and liability aro n,ryted to Ne toga end Cond Bona of the agt0ainanL Intanok assumes no liability to any party, other Man to the Client In OCCOMttnrA vJM Mo a�taNnaat W any leas. Oxpenaa er damage OOCaaionad by Ma lta0 of IMS Aulhotitation to Mads only Ina client Is outhatixed to pamdt copying ar dlabnbution of INS Authotimdon to Mark and digin only in its antitapi, Use of 1MOVIOk's CeNOoetiar "lank is tosblotod to lha Mar us of the Intoftek nomo rot Mo aide or a4voosamanl of Ms tested maternal, product of service must Oral be approved in Co,ldtllono laid out In the agreement and In We AUModxatlon to Mark. Any fU wdting by Intattalc Initial Factory Aaeosemants and Fouow Up Sarvlces are (Or Me purpose of assuring appldptiata usage Of Mo CfetlOcation tnMk In aCGbrdatnCa Win the agroament, they are not for Ma pulp ilas of production quality contrd and do not retisva the Client of 111011' obllgstiona In Ola reapaei Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL Standard for Inverters, Converters, Controllers and Interconnection System Equipment for Use With Distributed Energy Resources, UL 1741, Second Edition Dated January 28, 2010 containing Revisions through and including January 7, 2015 & General Use Power Supplies, CSA C22.2 No. 107.1-01 dated September, 2001, Reaffirmed 2011 with Interim Certification Requirements for Utility -Interconnected Inverters- CSATechnical Information Letter (T.I.L.) No. 1-43, dated January 21, 2011 Grid -Tie Inverter Brand Name: Ginlong, Solis GCI -*K -2G -US, GCI -•K -2G -W -US, GCI 'K - 2G -H -US, Solis -"K -2G -US Models: (The "° in the models could be 1, 1.5, 2, 2.5, 3, 3.6, 4, 4.6 or 5) Solis inverters --� Manufacturer: Ginlong (Ningbo) Technologies Co.,Ltd., Ningbo, Zh_ejiang, P.R.China US Office: 565 Metro Pl. S. Suite 3214, Dublin OH 43017, USA ,Tnll_fre n. Ah`R AQR RAhR 1 Cmaii• eaEae(lnininnn. nnm 1 eatoc/hlninir.nn_,le? rnm �/ ---rs=Over 97:13%-Max.efficiency:'r.. P. Industry widest input voltage range. • ►�I three and four-MPPT design with precise MPPT algorithm- i,,tndustry.leading ► Integrated AFCI option •. « - - . r ► Compact and light design for one-person easy installation ►-NEMA4X enclosure with anti corroslon feature, visually, pleasing for indoor�- and out door installations-' _ r ;r► Rs485 M_ odbus communications, WiFi/GPRS(optional) interface Web -based data monitonring APP and.'SolisWeb' .1 .6 years standard warranty with Extension options , Manufacturer: Ginlong (Ningbo) Technologies Co.,Ltd., Ningbo, Zh_ejiang, P.R.China US Office: 565 Metro Pl. S. Suite 3214, Dublin OH 43017, USA ,Tnll_fre n. Ah`R AQR RAhR 1 Cmaii• eaEae(lnininnn. nnm 1 eatoc/hlninir.nn_,le? rnm �/ internal consumption " -- ,y,-.._- _ _ --•.•-;1-� Pi.^��7'L_:js��''"�l'L� - - -. �>w�mnez..--�-.r-- -+: -'_ _.. _.�.�.,; _ Enclosure type 1 PV Noise emission(typical) <30 dBA Cooling type Natural convection Energy source 4000,m,LL3.120 H . DC Values t� Max power per MPPT (Watts) 1200 1800 4 2400 3000 3600 4300 4800 - 5500 6000 Max voltage (Volts) 500 600 Startup voltage (Volts) _...... 80 120 Full power MPPT voltage range (Volts) 100-400 150.400 200-400 125-500 150-500 180-500 145-500 165-500 180-500 Operating MPPT voltage range (Volts) 70-400 100400 100-500 _ Max usable input current per MPPT (Amps) 10 10+10 10+18 _ Max short circuit input current (1Unps) • 15.6 15.6+15.6 _ _ _ _ _ . - 15.6+28.08 • Number of MPPT _•__ Y ., w _ _ _ ... _ .. ._.. ;......_. __. .... 2_ Inputs per MPPT 2 AC Values �1 Nominal output power (Watt) 1000 1500 2000 2500 ^ 3000 3600 4000 4600 5000 Continuous output power (Watt)i 1100 1700 i 2200 2800 I 33DO _ .. 4000 4400 T 5000 5000 Nominal grid voltage (Volts) - ! , _ 2081240 - ; - , 19.2116`7 - - -• 22u1119,2 24/20.8 I Max. continuous output current (Amps) 4.814.2 7.216.3 _ 9.6/8.3 I 12/10.4 14.4112.5 ! 16115 _ Max overcurrent protection device (Amps) 10 T 1 10 ' 20 20 20 w 30 +30 N 30 _.._ 30 _ 183-228(for 208V rated)/211-264(for 240V rated) Operating voltage range (Volts)„ N r _ Single Operating phase 1 f -__._ ..... >0.99 Output power factor - THD<3% ' Grid current THD DC injection current (mAmps) ; <20 _ ..... Nominal grid frequency (Hertz) 60 { Operating frequency range (Hertz)' mm_�~ 59.3-60.5 _ Efficiency .. Peak efficiency 96.8% 96.8% 1 97.5% 96.8% I 97.5% -%97 97.8% 8% 97.8% 97, 86 Y tii CEC weighted efficiency 96.0% 960% 96.5% 96.5% I _,_J 96.5% l --- ___J_% 97.0% 97.01 --- -__--- 99.9h r 1 99.9% 99.� 99`9% 99.9% i 99.9% l 99.9/iI MPPT efficiency99.9k rY97.5% I Temperature protection Yes - DC reverse -polarity protection 1 Yes AC short circuit protection Yes Yes AC output overcurrent protection Output overvoltage protection-Varistor I Yes I_ ... _ w._... _::._...... Ground fault monitoring Yes Yes j Grid monitoring j Islanding protection i Yes i Integrated DC switch Yes Integrated AFCI(DC aro-faWt dtcuit protection) i Optional Optional Rapid shutdown - - General data Dimensions (inch) ( 13.3W*25.9H*6.50 1 13.3W*25.9H*6.8D _ ! 33.1 38.6 Weight (lbs) _ 21_.6 Topology s Transformerless internal consumption 25°C -60°C/ -13°F 140°F Ambient operating temperature range + _ Enclosure type 1 NEMA 4X Noise emission(typical) <30 dBA Cooling type Natural convection 4000,m,LL3.120 H Designed lifetime �;20 years Compliance CANICSAC22.2 N107.1, UL1741, UL1998; UL1699B, FCC part 15, Class B SolarEdge Power Optimizer Module Add -On For North America P300 / P320 / P400 / P405 -ti 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 I Flexible system design for maximum space utilization ' — Fast installation with a single bolt Next generation maintenance with module -level monitoring ' Module -level voltage shutdown.fo`r installer and firefighter safety USA - GERMANY - ITALY - FRANCE JAPAN - CHINA I5.RAEL - AUSTRALIA www,solaredge.US . solar =oosolarEdge Power Optimizer Module Add-On for North. America P300 / P320 / P400 / P405 F +� P400 P405 P300 P320 (for high-power (for 72 & 96-cell (for thin film kf (for 60-cell modules) ' 60-cell modules) modules) modules) --INPUT---- Rat -INPUT— Rated Input DC Powerlt; 300 ...320.... 400.......................405................. W ...... .................................................. Absolute Maximum Input Voltage 48 80 I 125 Vdc (voc at lowest temperature) MPPT Operating Range ...........: ....... 8 48........ 8.:.80 ...... 12.5 105 Vdc .. ..... .......... Maximum Short Circuit Current Isc 10 11 �...�.. 10..................... A.c...... Maximum DC Input Current 12.5..........1,175..............:.......................12:5.............................Adc...... ....... f. Maximum Efficiency 99.5 ff.................................................................................................... o% Weighted Efficiency ° 98.8 ..... ............. Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current ..:.....:.... 15.:...................... ...Ad-...... ..................................... . Adc r Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLARED`GE INVERTER OFF) _ Safety Output Voltage per Power 1 I Vdc Optimizer STANDARD COMPLIANCE --- EMC r FCC Part15 Class 8 IEC61000-6-2 IEC61000-6-3 ................................................r.................f.......................... Safety............. :....r....................................................IEC62109.1 (class ........ safety.. UL1741................ .............................-... RoHS Yes INSTALLATION SPECIFICATIONS S' Maximum Allowed System Voltage .. 1000 Vdc . Compati .le.inverters ;; All SolarEdge Single Phase and Three Phase inverters ..... .. . ...... x 27... 128x152x27.5/ 128x152x35/ 128x152x48/ mm /in Dimensions (W x L x H) 5x597x1.08 Sx5.97x1.37 5x5.97x1.89 ............................... ,•- _.:..............-. . — Weight (including cables)--- — 770.? 1:?.......................:.- 930 f:?:OS.—.- -.930 / 2.OS...... gr/lb ........... In ut Connector �a MC4 Com alible Output Wire Type /,Connector.Double Insulated; MC4 Co- mpatib e Output Vir Length 0,95 / 3.0 ............1.2 / 3.9 .... �............ _ Operating Temperature Range .40-+85/ 40 +185 .......... .... 'F.... Protection Rating IP68 J NEMA6P ... ...................... ° Relative Humidity0 - 100 ° ..... ................................I...............................:..............:........-.......................................................(.....�....... ul Rated STC power of the module. Module of up to t5%power tolerance allowed. °PV SYSTEM DESIGN USING -- SINGLE PHASE THREE PHASE 208V THREE PHASE 480V _A SOLAREDGE INVERTER12i — Minimum String Length8 10 18 (Power Optimizers) ,l ..................................................................................... Maximum String Length 25 25 50 �Power 0 ttmizers ............ . p.........)..............................................................:........... W Maximum Power per String 5250 6000 ..12750 ............................................Yes Parallel Strings of Different Lengths orOrientations....:..,............................................................................. Ill it Is not allowed to mix P405 with P,300/P400/P600/P700 in one string. J Solar ".- SolarEdge Single Phase Inverters For North America SE300OA-US / SE38OOA-US / SE500OA-US / SE600OA-US / SE76OOA-US / SE1O0OOA-US / SE11400A-US �nVe rtO - It w2<CaQh) ii 4. The best choice for SolarEdge enabled systems Integrated arc fault protection for NEC 2011 690.11 compliance Rapid shutdown for NEC 2014 690.12 – Superior efficiency (98%) Small, lightweight and easy to install on provided bracket – Built-in module -level monitoring – Internet connection through Ethernet or Wireless I – 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 - ITALY - FRANCE -JAPAN -CHINA - AUSTRALIA - THE NETHERLANDS - UK - ISRAEL www.sofaredge.us V ®l d r,i g SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US ! SE760OA-US / SE1000OA-US / SE1140OA-US SE3000A-US' SE3800A-US . SE500OA US OOA-US SE7600A-USSE10000A-US SE11400A-US j - -- OUTPUT ................ ..... Hz ...................................... ACFrequencyMin.-Nom:Max.1i1 ........... I ............... ............... .............. 24 @ 208V... 59.3:60:60.5 ................. 11 9980 @ 208V 11400 Nominal AC Power Output 3000. 3800 5000 I . 6000 , 7600 L°�. 10000 240V .... . .."""'.."'''""•.'••"'•. ........... .. . 5400 @ 208V ....................................... 8350 10800 @ 208V 12000 Max. AC Power Output 3300 4150. .............. -• 5450, 240V ....... °�...... •' 6000 ;. W 10950 ta.240V ,, , , , , , , , , , , , , , , , .... AC Output Voltage Min: Nom -Max 111 ..:.....:.......................... ................ .. ✓ Max.lnput Voltage ................... ........ ...... .............. ....... 5�.................................................. / 350 @ 240V - 7752315x_260 - 183 - 208 - 229 Vac .............................. 325 @ 208V ..... ............... 16.5 @ 208V I ..............II ff ( ................ '....:....................`..:................... ............ Adc Max. Input Current 9.5 13 18 23 �44Y..1:::::::::.......1::::::::::::::::1::.....@.. AC Output Voltage Min: Nom: Max!') ✓ ✓ ✓ / ✓ ✓ ✓ 211 - 240 - 264 Vac ... ........... .... ............................... ............... ................ ..... Hz ...................................... ACFrequencyMin.-Nom:Max.1i1 ........... I ............... ............... .............. 24 @ 208V... 59.3:60:60.5 ................. 11 48 @ 208V jI . . ...... Max. Continuous Output Current 6...... 1....21.@. 240V . 25..... ...... 3?..:...I .... 1......47.5 ...... ..... ..... ..... ....12.5........... .. .... - 1 ........... GFOI Threshold Yes .................................. ....... .... ................................................. Utility Monitoring, Islanding Protection, Country Configurable Thresholds _ .Yes AC output conduit size J AWG ran e • INPUT „ 4050 - -_ 5100 6750 T� 8100-10250 ....... I .................... 13500 ...... 15350 W '� -- DC Power(5TC) Maximum ........................................ Transformer -less, Ungtounded........ ............ .. .................1......A Yes ............................. ..:.....:.......................... ................ .. Vdc Max.lnput Voltage ................... ........ ...... .............. ....... 5�.................................................. / 350 @ 240V - 7752315x_260 ,mm.„. ........ Vdc Nom. DC In ut Vol'a) a 325 @ 208V ..... ............... 16.5 @ 208V I ..............II ff ( ........ 33 @ 208V .... .. 34.5 ............ Adc Max. Input Current 9.5 13 18 23 �44Y..1:::::::::.......1::::::::::::::::1::.....@.. 30.5 • 240V .. ............ • • • •........................:'...............................1..............1.15:5.@ 45 Adc Max. Input Short Circuit Current Fans (user replaceable) ....................... Cooling ........... Reverse Polarity Protection.....:.... ........Yes.-...............................:........................ Ground-Faultlsolation Detection ......................................... .............................................. 600{tsaSensitivity._ .. ... .. 983 98'3 98 i ..... ........ .............. 98 98 . ....... % Maximum Inverter Efficiency ............ ... 98.2 ............... .............. 97 @ 208V 97 @ 208V ' """""" 7 " 97 5 9 5 ........:....................................................... ........................ • -13 to +140 / -25 to +60 (-40 to +60 version available(al) CEC Weighted Efficiency 97.5 975.. • I 97.5 98 98 240 97 5 t?a ,240V . , , . , , , , . _ . , % ... .. ......... . ADDITIONAL- FEATURES-. F w RS485,RS232. Ethern Supported Communication Interfaces et, Zigeee (optional) .......... ................................................................... Revenue Grade Data, AN51 C12.1 Optional)') ...................................................................... ........................ona'li.................... Rapid Shutdown - NEC 2014690:12 Yes - -STANDARD COMPLIANCE--- -- "UL1741, UL16998, UL1998 , CSA 22 2 ......................... ...................................................................................................................... Safet . IEEE1547 Grid Connection Standards ...........:... ........... •.............„;..,....................... ............... ................ ......:........................ FCC partly class B Emissions INSTALLATION SPECIFICATIONS`r­ •• _ .,._ ,"F;—� - �-,.•� �^.� `""*" . -_ "' -- _ 3/4" minimum / 8 3 AWG AC output conduit size J AWG ran e • 3/4', minimum /-16.6 AWG .............................................. . 3/4" minimum / 113 strings / DC input conduit size / # of strings / 3/4" minimum / 1-2 strings / 16-6 AWG 14.6 AWG , ... _ , , , , , , , ........... AWG ran e.,........:. .......:. ..:.....:.......................... ................ 30.5.x 12.5,x 10.5 / In / .,_,.......g. Dimensions with Safety Switch 30.5 x 12.5 x 7.2 / 775 x 315 x 184 - 7752315x_260 ,mm.„. HxWxD � ..� .. , , ...) _ ..................... I ....... •_.,,, ,,,,,, ......... ..... 54.7 / 24.7 51.2/23.2 88.41,40 .1 Ib /kg... ... Weight with Safety Switch .... ...........I......Natural .........1................................................................................... convection Natural Convection and internal Fans (user replaceable) Cooling fan (user replaceable1............................................... ............ ...............................25.....I........................... < 50 d8A Norse................................. • Min. -Max. Operating Temperature ........:....................................................... ........................ • -13 to +140 / -25 to +60 (-40 to +60 version available(al) .......................... .......... F / °C ........... Rane ti.....'............................. .................................................................................... 311 .............: ......... ........... ................... .. ......... Protection RatingNEMA 7Qor other regional settings please contact SolarEdge support. izPPPA higher may be used; the inverter will limit its input current to the values stated. current source U1 Revenue grade Inverter P/N: SEbnaA-US000NNR2 (for 7600W inverter:SE7600A•US002NNR2). )4).40 version P/N: SExxxxA-USOOONNU4 (for 7600W inverter:SE7600A•US002NNU4). ,r No r m''-a'n Scheel Structural -' Eug -,i u- e e r 5022 Sunrise Blvd. Fair Oaks, CA 95628_ (916)536-9585 (916) 536-0260 (fax) '1989-2013 29 years of excellence Norman Scheel, S.E. LEED AP BD+C LEED AP Homes Fellow —SEAOC Fellow -ASCE E-mail: nounaC�nsse com Rob Coon General Manager E-mail: robcoon6Znsse.com Steve Smith P.E. Project Manager E-mail: stevesmith a,nme.com Steven Cooksey ZAD Supervisor E-mail: steveraa•nsse.com Taclde Winslow )ffice Manager imail: Jackie n e.com l Friday, January 31, 2014 SnapNrack 775 Fiero Lane,- Suite 200 San Luis Obispo, CA 93401 i x S-nop rock� "Series 100 Roof Mount" Cover Letter, To Whom It May Concern, , We have performed calculations for the 100 series roof mount PV system based on the information provided by SnapNrack. Included with this letter are the report and calculations. We did the calculations in accordancewith-the 2012 IBC, ASCE 7-10, 2012 NDS, and guidelines stated in the Solar America Board for Codes and Standards. Some of the components in the SnapNrack test data were used to determine the capacity and section properties of. materials.•' We collected the test data using the procedures outlined in the 2012 IBC Chapter 17.: ;r We included the following types of load combinations; and building parameters into ' our calculations: • ASCE.-7-10 wind speeds from, 110 mph to' 190'for ' B and C exposure t . categories < • ASCE 7-10 Seismic Design Category E , • ASCE 7-10 Snow Loads -up to 120 psf ground snow • Buildings with mean roof heights l up. to 60 foot • tilt angles / roof pitches - from 0 degrees to 60 degrees. 97 The calculations have also been completed in accordance with the 2006 IBC, 2009 IBC, and ASCE 7-05. To use the data contained in this'packet for project's that are being evaluated to the older ASCE 7-05 wind speeds, refer to Appendix A for a wind speed conversion chart. Find the ASCE 7-05 (IBC 2006/2009) wind speed in the Chart in Appendix A, identify the corresponding ASCE 7-10 (IBC 2012) wind speed value' and proceed with using the charts contained in this packet with the adjusted wind speed value. a, In • our opinion, • the' mounting system, outlined by ; SnapNrack ' Series 100 PV' Mounting System Code Compliance Installation Manual, is acceptable and meets the loading requirements as stated above. See the report and calculations included with this letter for more information , - _ � pFE3S/ If there any er estions, please contact Norm ScheeL , No Sc 1 E y 0.2567•' LEED-AP BD+C, LEED-AP Homes Exp. 12/31/17 Fellow SEAOC ., Fellow A.S.C.E. S OF C :QEC 2 2 2615 Norman, Scheel . Structura*l' Engine . er 5022 Sunrise Blvd. Fair Oaks, CA 95628 (916)536-9585 (916) 536-0260 (fax) 1989-2013 24 years of excellencq Norman Scheel, S.E. LEED AP BD+C LEED AP Homes Fellow —SEAOC Fellow -ASCE E-mail: noon aQnsse.com Rob Coon General Manager E-mail: robcoonRnsse.com Steve Smith P.E. Project Manager E-mail: nevesmitbrala osse.com Steven Cooksey CAD supervisor E-mail: steveOnssexom Taclde Winslow )ffrce Manager . 1-maiL jackieCa me.com c Friday, January 31, 2014 .1 Snc� Nrackn SnapNrack 775 Fiero'Lane, Suite 200 PV Mc uPfing,Systems, San Luis Obispo, CA 93401 "Series 100 Roof Mount" Cover Letter To Whom It May Concern, ,We have performed calculations for the 100 series roof mount PV system based on the information provided by SnapNrack. Included with this letter are the report and calculations. We did the calculations in accordance with the 2012 IBC, ASCE 7-10, 2012 NDS, and guidelines stated in the Solar America Board for Codes and Standards. Some of the components in the SnapNrack test data were used to determine the capacity and section properties of materials. We collected the test data using the procedures outlined in the 2012 IBC Chapter 17. We included the following types of load combinations and building parameters into our calculations: • ASCE ,7-10 wind speeds from 110 mph to 190 for B and C exposure categories • ASCE 7-10 Seismic Design Category E • ASCE 7-10 Snow Loads up to -120 psf ground snow • - Buildings with mean roof 'heights up to 60 foot tilt angles / roof pitches from 0 degrees to 60 degrees. tl The calculations have also been completed in accordance with the 2006 IBC, 2009 . IBC, and ASCE 7-05. To use the data contained in this packet Sfor projects that are being evaluated to the older ASCE 7-05 wind speeds; refer to Appendix A for a . 1 wind speed conversion chart. Find the ASCE 7-05 (IBC 2006/2009) wind speed in {� the Chart in Appendix A; identify the corresponding ASCE 7-10 (IBC 2012) wind " j4 speed value, and proceed with using the charts contained in this packet with the adjusted wind speed value. it In our opinion, the mounting system, outlined by . SnapNrack Series 100 PV M Mounting System Code Compliance. Installation Manual, is acceptable and meets ' the, loading requirements as stated above. See the report and calculations included with this letter for more information. - - pFE3S� If there any er estions, please contact Norm Scheel. C9 S No Sc 1 , E 0.2567 m LEER -AP BD+C, LEED-AP HomesM EXp. 12/31/17 t Fellow SEAOC Fellow A.S.C.E. a'1q/CT�R a�P �OF CA..�°�` SnapNrack ' 775 Fiero Lane, Suite 200 _ . San Luis Obispo, CA 93401 Prepared By. Norman Scheel Structural. Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 . (916) 536-9585 January 30, 2014 NSSE 5022 Sunrise Boulevard Fair Oaks. CA 05628 (916) 53679585 Rev. 12/31/2013 Page 2 Series 100 Structural Report and Calculations Table of Contents SnapNrack- PV Mounting Systems PA Section Page Cover Letter 1 Summary Report 2 to 17 Building Department Support Calculations Calculations 0 to 30 ft. Mean Roof Height (6063 Rail) C1 to C15 Wind Calculations Velocity Pressures & MFRS Cl Component and Cladding C3 ,Seismic Calculations C7 Snow Loads C8 Rail Properties C9 65" PV Panel Connection to Rail CIO .78" PV Panel Connection to Rail C11 Lag Bolt Connection to Roof C12 Rail Span Chart Tilt Angle 0-19 degrees C13 Rail Span Chart Tilt Angle 20-36 degrees C14 Rail Span Chart Tilt Angle 37-45 degrees C15 Rail Span Chart Tilt"Angle 45-60 degrees C16 Building Department Support Calculations Calculations 31 to 60 ft. Mean Roof Height (6063 Rail) C17 to C32 Wind Calculations Velocity Pressures & MFRS C 17 Component and Cladding C19 Seismic Calculations C23 Snow Loads C24 Rail Properties C25 65" PV Panel Connection to Rail C26 78" PV Panel Connection to Rail C27 Lag Bolt Connection to Roof C28 Rail Span Chart Tilt Angle 0-19 degrees C29 Rail Span Chart Tilt Angle 20-36 degrees C3O Rail Span Chart Tilt Angle 37-45 degrees C31 Rail Span Chart Tilt Angle 45-60 degrees C32 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 3 Series 100' Structural Report and Calculations Sna'pNrack- P V'MoOntin"g* Systems Building Department Support Calculations Calculations 0 to.3O ft. Mean Roof Height (6005 Rail) C33 to C48 - Wind Calculations Velocity Pressures & MFRS C33 m Component and Cladding 05 Seismic Calculations C39 Snow Loads C4O Rail Properties C4-1 65" PV Panel Connection to Rail C42 78" PV Panel Connection to Rail C43 Lag Bolt Connection to Roof C44 .Rail Span Chart Tilt Angle 0-19 degrees C45 Rail Span Chart Tilt Angle 20-36 degrees C46 Rail Span Chart Tilt Angle 37-45 degrees C47 Rail Span Chart Tilt Angle 45-60 degrees C48 Building Department Support Calculations Calculations 31 to 60 ft. Mean Roof Height (6005 Rail) C49 to C64 . Wind Calculations Velocity Pressures & MFRS C49 Component and Cladding C51 _-Seismic Calculations �C5.5_ Snow Loads C56: Rail .Properties C57 65" PV Panel Connection to Rail C58 78" PV Panel Connection to Rail C59 - Lag Bolt Connection to Roof C6O Rail Span Chart Tilt .Angle 0-19 degrees C61 Rail Span Chart Tilt Angle 20-36 degrees C62 Rail Span Chart Tilt Angle 37-45 degrees C63 Rail Span Chart Tilt Angle 45-60 degrees C64 Appendix: ASCE-2010 to 2005 Conversion Sheet AI NSSE 5022 Sunrise Boulevard Fair Oaks CA.95628 (916) 536=9585 Rev. 12/31/2013 Page 4 0 Series 100 Structural Report and Calculations Introduction SnapNrack­ PV Mounting Systems This report describes, illustrates, and explains the Srxuctural Calculation Packet for SnapNrack's Series 100 Mounting System, dated 4/12/2012. The calculations have been performed in accordance with the 2012 International Building Code (IBC). The racking system'has been designed to withstand code -prescribed forces due to its own weight, the weight.of the solar panels, the snow loads, and both the wind and seismic forces. Rail Spans This report covers two different material options for the system rails. Although they are both aluminum, one rail option uses a 6063 alloy (25 ksi yield) and the other uses a 6005 alloy (35 ksi yield). Despite having different yield strengths, both types of rails support the PV panels. As for the rails themselves, they are supported by mounting hardware which attaches them to the roof structure with spans that are expressed in inches. Refer to the tables below for rail spans under varying conditions of rail alloy and roof height. Shaded cells require an edge zone adjustment (see details following charts). Notes for Tables 1A thru 2H I . ,Determine the mean roof height, tilt angle, and rail alloy (if you are unsure, use ;the 6063 alloy values). For mean roof heights less than, 30 feet, use Table l A/2A for tilt angles less than 19 degrees, Table 1 B/2B for tilt angles between 20 and 36 degrees, Table 1 C/2C for tilt angles between 37 and 45 degrees, and Table l D/21) for tilt angles between 46 and 60 degrees. For mean roof heights between 31 and 60 feet use Table lE/2E for tilt angles less than 19 degrees, Table 1F/2F for tilt 'angles between 20 and 36 degrees, Table 1G/2G for tilt angles between 37 and 45 ;degrees, and Table 1 H/2H for tilt angles between 46 and 60 degrees. 2. Determine the wind and snow load for the project site from the building department. Make certain to use 2012 IBC wind loads. Locate the wind load in ,,the table across top rows and the snow load down the left columns to find corresponding maximum rail span. 3. 'For snow loads, column Pg equals the ground snow. 4. 'Shaded cells require application of an edge zone adjustment (details to follow). NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628,'916) 536-9585 Rev. 12/31/2013 Page 5 Series 100r, 5-00NrackTM P. Structural Report and Calculations PV Imountiilg 'SyStems 6063 Alloy Rail Tables 0-30 ft. Roof Height r 0-30 ft. Roof Height. ; Table 1A: Rail Spans (in) for Roof Slopes and Tilt Angles 0° to 19" !6063 Alloy' , Wind Load Table 16: Rail Spans (in) Vult 110 115 120 125 130 .135 140 145 150. 155 160 170 180 190 qh. J 15.5 16.9. .18.4 : 20.0 21.6 23.3 25.1 26.9 28.8' 30.7 32.8 37.0 41.5 ' 46.2 . 160 P9 PS -10.7. -11.7 =12.7 -13.8 -14.9 -16.1 .-17.3 -18.6 -19.9 -21.2. -22.6 -25.5 -28.6 -31.9 32.8 0 0 116 110 104 99 95 91 87 83 80 77 75 70 65 62 a 16 '8 114 110 104 99 95 91 87 83 80 77 75 70 65 62 0 20 15 89 89 89 89 89 89 87 83 80 77 75 70 65 62 95 89 83 1 78 0 20 15 •89 89 89 89 89 89 88 88 87 87 3 30 .23 75 75 75 75 75 75 75 75 75 75 75 70 65 62 75 40 31 66 66 66 66 66 . '66 66 66 66 66 66 66 65 62 40 31 66 66 66 66 66 66 66 , 66 66 66 b 50 39 60 60 60' 60 60 60 60 60 60 '60 60 60 60 60 60 60 60 .50 '55 ,60 60 46 55 55 55 55 55 55 55 55 55 55 55 55 55 55 155 70 54 51 51 51 .51 . 51 51 1 51 51 5J. - 51 51 51 51 51 51 80 62 48 48 48 48 48 48 48 `48 48- , '48 48 48 48 48 48 . 100 77 1 43 43 43 43' 43 43 • 43 43 43 43 43 43 43 43 43 120 92 40 40• 40 40 40 40 40 40 40 40 '40 40 40 1 `40 0-30 ft. Roof Height. ; NSSE , ' '5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev.` 12/31/2013 Page 6 Table 16: Rail Spans (in) for Roof Slopes and Tilt Angles 20° to.36° 6063•Alloy Wind Load T ' Vult 110 115 120 125 130' 135 140 ' 145 150 155 160 170 180 190 ql, 15.5 16.9 18.4 20.0 21.6 23.3 .25.1: 26.9 28.8' 30.7 32.8 37.0' 41.5 46.2 Ps Ps -7.0 -7.6 -8.3 -9.0 -9.7 -10.5 -11.3 -12.1 -13.0 -13.8 -14.7 -16.6 -18.7 -20.8 0 0 120 120 120 120 120 118 112 108 103 99 95 89 83 78 ii 10 8 Ill 1 III 110 109 108 107 105 104 103 1 99 95 89 83 1 78 0 20 15 •89 89 89 89 89 89 88 88 87 87 86 85 83 78 30 23 75 75 75 75 75 75 75 75 75 - 75 75 75 74 73 3 40 31 66 66 66 66 66 66 66 , 66 66 66 66 66 66 66 c 39 1 60 160, 60 60" 1 60 60 60 60 60, 60 60 60 60 .50 ,60 a 60 .46- 55. 55 55 55 55 55 55 55 55 55 155 55 55 55 70 54 51 51 51 51 51 51 51 51 51 51 51 51, 51. 51 80 62 48., 48 48 48 48 48 48 48 48 48 48 . 48 48 48 100 77 43 43 .43 43 43 43 43 43 43 43 43 43 43 43 120 92 40 40 1 40 40 40 40 40 40 40 40 • 40 40 40 40 NSSE , ' '5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev.` 12/31/2013 Page 6 Series 100 S naN ra C k'� Structural Report and Calculations PV M5upr1i g Systems u -m It: KooI rtelgnt r r 0-30 ft Roof Height Table 11): Rail Spans (in) for Roof Slopes and Tilt Angles 46° to 60' 6063 Alloy 1i Wind Load f Table 1C: Rail Spans (in) for Roof Slopes and Tilt Angles 37' to 45° 6063 Alloy 115 120 ;I 130 135 •140 145 150 155 Wind Load 170 180 l90 Qn 15.5 16.9 Vult .110 115 120 125 130 135 140 145 150 155. 160. 170 180 190 -6.3 9h -7.6 15.5 .16.9 18.4 20.0 21.6 23.3 25.1 26.9[28.8 -15.2 30.7 32.8. 37.0 41.5 46.2 120 Pg , Ps - {•7 -7.3 -7.9 -8.6- -9.3 -10.0 -10.8 -11.6-12.4 105 -13.2 -14.1 -15.9 17.8 19.9 10 Oj� 0_ 120 120 120 120 120 120 'I 116 III 106 1 102.; 98 ., 91 85 80 a 10 8 112 111 110 109 108 �j 107 105 �' 104 103 ;� 102 98 91 85 80 Q20• 23 15 89 89 89. 89 89 89 ��i 88. 88 87 87 86 85 '� 83 80 30 23 75 75 75 : 75 75 75 75 75 75 75 75 i, 75 74 73 3 . 39 60. 60 60 .60 60 60 60 60 60 60 60 60 60 59 �. •40„ 31 66 66 66 66 66 66. 66 66 66 66 66 - 66 66 66 fl G 50 39 60 60" 60 60 60 60 60 60 60 60 60 . 60 60 80 62 48 48 48 48 48 48 48 48 48 48 48 48 48 48 O � 60. 46 55 55 55 55 SS 55 55 55 55 55 55 55 55 55 120 92 40 40 40 40 40 40 40 ' 40 40 40 40 40 40 40 70 54 51 51 51 51 51 51 51 51 51 51 51 51 51 51 80 62 48 48 48 48 48 - 48 48 48 -48 48 48 48 48 48 100 77 43 -43 43 43 43 43 43 43 43 43 43 43 43 43 `120 92 40 40 40 40 40 ' 40 40 40, 40 40 40 40 40 40 0-30 ft Roof Height A NSSE i1 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/200 ' Page 7 ti Table 11): Rail Spans (in) for Roof Slopes and Tilt Angles 46° to 60' 6063 Alloy 1i Wind Load Vult 110 115 120 125 130 135 •140 145 150 155 160 170 180 l90 Qn 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2' Ps Ps -6.3 -6.9 -7.6 -8.2 -8.9 -9.6 -10.3 -11.0 -11.8 -12.6 -13.4 -15.2 -17.0 -18.9 4,. 0 0 120 120 120 120 118 115 113 110 107 105 101 94 88 82 g 10 8 106 105 104 102 101 100 98 97 96 94 93 90 88 82 a 20 15 89 88 87 87 86 85 84- 83 82 82 81 79 77 76 3 30 23 75 -75 75 75 75 75 75 74 74 73 . 72 71 70 69 40 31 66 66 66 66 66 66 66 66 66 66 66 65 64- 63 [ 50 39 60. 60 60 .60 60 60 60 60 60 60 60 60 60 59 60 46 155 55 55 1 55 55 55 55 1 55 55 1 55 55 55 55 55 v 70 54. 51 51 51 51 51 51 51 51 51 51 51 51 51 51 80 62 48 48 48 48 48 48 48 48 48 48 48 48 48 48 100 77 43 43 43 43 43 43 43 43 43 43 43 43 43 43 120 92 40 40 40 40 40 40 40 ' 40 40 40 40 40 40 40 A NSSE i1 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/200 ' Page 7 ti ' Series 100 TM -p Structural Report and Calculations PV ;�iOlt11t11'1� $i�/Sf4'f1'1S t .V 31-60 ft. Roof Height. 31-60 ft. Roof Height . . Table 1F: Rail Spans (in) for Roof Slopes and Tilt Angles 20° to'36' 6063 Alloy Table 1E: Rail Spans (in) for Roof Slopes and Tilt Angles 0° to 19°- .6063 Alloy Wind Load Vult 110 115 120 125 130 •135 140 145. 150 155 • 160 170 180 190 q, 110 117.9 -19.5 21.2 23.1 24.9 ' 26.9 28.9,. 31.0 33.2 35.4 37.8 42.6 47.8 53.3 q1i Pg Ps -12.3' -13.5 -14.7 -15.9 -17.2 • -18.6 -2010 -21.4 -22.9 -24.5 -26.1 -29.4- -33.0 -36.7 Pg 0 - '0 106 101 96 9I 87 83 1 80 77 1 74 71 69 64 61 �1 57 m 10 8 1 106 101 96 91 11 87 83 80 I 77 74 71 69 64 1 61 57 Q20.. l5 89 89 89 89 11 87 83 °� 80 77 j 74 il� 71 69 i� 64 61 E 57 3 30 23 75 ,75 75 75 75 75 75 75 74 it 71 69 64 61 ;11 57 20 40 31 66 66 66 66 66 ' 66 66 66 66 66 66 64 61 57 50 39 '60 60 60 60 60 '60 60 60 'i 60 60 60 60 1 60 ,' 57 30 60 - 46 55 55 55 55 55 55 `55 55 55 55 1 55 55 55 C 55 40 70 54 1 51 '51 51 51 51 51 51 51 51 51 51 51 51 'I, 51 80 62 48 48 48 48 48' :48 i 48 48' 48 48 48 48- 48 48 39 100 77 43 43 43 43 43 43 43 43 43 43 43 43 43 43 46 120 92 40 40 40 1 40 40,' ;40 40 40 40 40 40 4 -40 40 40 31-60 ft. Roof Height . . ti NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 8 Table 1F: Rail Spans (in) for Roof Slopes and Tilt Angles 20° to'36' 6063 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 110 180 190 q1i 17.9 .19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 -35.4 37.8 42.6 47.8 53.3 Pg Ps -8.0 -8.8 -9.6 -10.4. -11.2 -12.1 -13.0 -14.0 -14.9 -16.0 -17.0 -19.2 -21.5 -24.0 01 0 •120 120 120 119 113 108 103 99 95 91 88 82 77 72 0 10' 8 110 109 108 107 106 104 103 99 95 91 1 88 1 82 77 72 0 20 15 89 89 89 89 89 1 88 87 86 86 85 84 82 77 72 3 75 75 75 75 75 75 75 75 75 75 75 74 73 72 30 23 40 31 66 66 66 66 66 66 66 66 66 66 66 66 66 66 c 60 60 60 60 601 60 60 60 60.E -60 60 60 60 60 50- 39 I v60 46 55 55 55 '55 55 55 55 55 55 - 55 55 55 55 55 70 54 51 51 51 51 51 51 •51- 51- 51 51 -51 51 1 51 51 80 62 48 48 48 48, 48 48 48 48 48 ' 48 4848 48 48 100 77 43 43 43 43 43 43 43 Q. 43 43 43 43 43 43 ' 120 92 '' 40 40 40 40 40 40• 40, 40 40 40 46 40 40 140 ti NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 8 Series 100 Shea TM Nrack Structural Report and Calculations PV:,Moun ii -g Systems 1 31-60 ft. Roof Height 31-60 ft. Roof Height Table 1G: Rail Spans (in) for Roof Slopes and Tilt Angles 37° to 45's'6063Alloy and Tilt An;les 46` to 60° • 6063 Alloy Wind Load Wind Load Vutt 110 115. 120 125 130 135 140 145 150 155 160 170 180 190 180 qh 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 ' Pg Ps -7.7' x-8.4 - -9.1 -9.9 -10.7 -11.6 -12.4 -13.3 -14.3 -15.2 -16.2 -18.3 -20.6 -22.9 -21.8 -01 -0 120 120 120 120 116 111 106 i 101 97- 93 II' 90 (' 80 79 Ii 74 • 76 10 8 1-110 $ 1 109 108, 1 107 106 1 104 1 103 101 97 93 90 ii 84 79 74 o 20 15 89 89 75 89 89 89 88 87 86 86 -- - 85 I" " 84 I' 83 1 79 ; 74 a 3 30 23 75 75 •75 75 75 75 75 75 75 75 „ 75 h 74 '' 73 72 �. 40 31 66 .66 66 66 66 66 66 66 66 66 66 66 66 ;' 66 d b 60 60 60 60 60 60 60 60 60 60 60 60 60 60 50 39 39 60 60 60 60• 60 60 60 60 60 60 60 60 59 - 58 60r 46 55 55 55 55 55 55 55 55 55 55 55 55 55 55 54 70 54 51 51 51 .51. 51 51 51 51 51 51 51 51 51 51 51 80 62 48 48 48 48 48 48 48 48 48 48 48 48 ..'48 48 48 100 77 43 43 •43 43 43 43 43 43 43 43 43 43 43 .43 43 120 92 40 40 40 40 40 40 40 40 40 40 ' 40 40 40 40 31-60 ft. Roof Height r i NSSE 5022 Sunris6Boulevard Fair Oaks CA 95628 (9 t6) 536-9585 Rev. 12/31/2013 Page 9 Table 11-1: Rail Spans (in) for Roof Slopes and Tilt An;les 46` to 60° • 6063 Alloy Wind Load Vult 110 ' 115 120 125 130 135 140 145 150 155 160 170 180 190 qh 17.9 19.5 21.2 23.1 24.9 26.9 28.9 .31.0 33.2 35.4 37.8 -42.6 47.8- 53.3 Ps ' PS -7.3 -8.0 -8.7• -9.5 .10.2 -11.0 -11.9 -12.7 -13.6 -14.5 -15.5 -17.5 -19.6 -21.8 0 • 0 120 120 119 116 113 110 1.07 104 100 96 93 86 81 • 76 a 10 $ 104 103 1101 100 98 97 96 94 93 91 90 86 81 76 20 15 88 ` 87 •86 85 , 84 83 82 81 81 80 79 77 75 73 3 30 23 75 75 75 75 75 74 73 73 72 72 71 70 68 67 40 31 '66 66 66 66 66 66' 66 66 66 65 65 64 63 62 c 50 39 60 60 60 60• 60 60 60 60 60 60 60 60 59 - 58 a 60 46 55 55 55 55 55 55 55 55 55 55 55 55 1 55 54 70 54 51 51 51 51 51 51 51 51 51 51 51 51 51 51 80 62 48 48 48 48' 48 48 48 48 48 48 48 48 48' 48 100) 77 43• 43 43 43 43 43, 43 43 43 43 43 43• 43 43 120 92 40 40 40 . 40 40 40 40 40 40 40 40 40 40 40 r i NSSE 5022 Sunris6Boulevard Fair Oaks CA 95628 (9 t6) 536-9585 Rev. 12/31/2013 Page 9 Sh.:Series 100 'apNrac, F. I Structural Report and Calculations _ounting SystemS . . 6005,Alloy Rail Tables 0-30 ft. Roof Height 0-30 ft. Roof Height - i F Table 2A: Rail Spans (in) for Roof.Slopes and Tilt Angles 0° to 19' 6005 Alloy , r , �. Wind Load Wind Load - vult Vult 110 115 120 125 130 135 140 145. 150 155 160 "170 180 •190 Qh 9h 16.9 15.5 16.9' • 18.4 20.0-. 21.6 23.3 .25.1 26.9 28.8 30.7 32.8 37.0+ 41.5' 46.2-- P5 P, ' PS `-10.7 -11.7 -12.7. .-13.8 -14.9 -16.1 --17.3 -18.6 •-19.9 -21.2 '-22.6 -25.5 -28.6 -31.9 0. 0 6 140 132 15 119 114 1, 109 104 100 96 93 89 84 79 74 j aj 10 8 137 132 125 q j119 114 109 104 100 96 93 I 89 84 79 74 t a . 20 15 106 106 106 106 106 106 104 100 96 93 89 84 79 74 23 90 go. 90 90 90 90 .90 90 90 ,90 90 90 89 88 40 3 30 23 90 90 90 90, 90 ! 90 90 90 90 90 1 89 84 79 74 i 39 40 31 79 79 79 79 79 79 7979 72 79 79 j 79 79' 79 74 46 50 39 72 72 72 72 72 72 72 72 72 72 72 72 a 72 72 .S 54 60 46 66 66 66 ,66 66 1 66 66 66 , 66 1 66 '66 66 66 66 62 -70 54 62 62 62 62. 62 62 62 62 62 62 ` -62 62 - 62 62 ; 77 80 62 58 58 58 58 58 58 58 58 ',58 58 58 58 58 58 120 100 77 52 52 52 52 52 . 52 . 52 52 52 52 52 52 52 S2 120 92 48` 48 48 48 48 48 48 48•, .1'48 48 _r48 48 48 48 0-30 ft. Roof Height - i F f 4NSSE' . 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev..12/31/2013 Page 10 '' Table 213: Rail Spans (in) for Roof Slopes and Tilt Angles 20° to 36° ' 6005 Alloy - , r , Wind Load }' - vult 110 115 120 125 130 135 140 145. 150. 155 1'_160 170 180 190 Qh 15.5 16.9 . 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8' 37.0 41.5 46.2 Ps P5 -7.0 -7.6 -8.3 -9.0 -9,7 -10.5' -11.3 -12.1 -13.0 '-13.8 • -14.7 -16.6 . -18.7 - -20.8 ` 0 0. 144 144 144 144 144 141 135 129 124 119 114 107 100 - 94- .4J 10 8 134, 133 132 1 130 129 1 128 121 1 125 124 119 1 114 107 1 100 94 Q20 15 106 106 106 106 106 106 106 105 105 104 103 101 100 94 3 30 23 90 go. 90 90 90 90 .90 90 90 ,90 90 90 89 88 40 31 _ 79 79 79 79 79 79 79 79 79 79 79"„ 79 I 79 79 c 50 39 72 72 72 72 72 72 72 '721. 72 72 72 72 72 72 60 46 66 66 66- 66 66 66 66 66 66, 66 66 66 66 66 r 70 54 62 62 62 62 62 62 ` 62 62 62 '62 62' 62 1 62 62 80. 62 58, 58 58 58 " 58 58 58 •58 58 '58 58 58 58 . 58 100 77 52 52 52 52 " ', 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 . 48 48 48 48 48 f 4NSSE' . 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev..12/31/2013 Page 10 '' f , f 4NSSE' . 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev..12/31/2013 Page 10 '' f , r , f 4NSSE' . 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev..12/31/2013 Page 10 '' r f Series 100 Sna NrackM �/ P r ` ral�Re ort and Calculations ,M. 6 tntin stems st uctu p , P- 4� _ J Y 0-30 ft. Roof Height j 0-30 ft. Roof Height Table 2C: Rail 5ansin for Roof Slopes Spans ( ) and Tilt Angles 37° to 45° 6005 Alloy 1 ` Table 2D: Rail Spans (in) for Roof Slopes and Tilt Angles 46° j;. 6005 Alloy = Wind Load ` Vult 110 115 120 125 130 135 140 145 15.9 150' 155 160 170 180 190 - - ijg1, 15.5. 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 '155 p3 Ps -6.71 -7.3 -7.9 --8.6 -9.3 -10.0 -10.8 -_11.6 -12.4 -13.2' -14.1_ 25.1 -17.8 -19.9 30.7 Or 0 144 144 144 1� 144 144 144 1 I. 139 1� 133 127 122 p' 118 109 '` 102 96 ,5 ip g 134 133 132 1130 129 128 127 125 124 ° 122 f. 118 109 102 96 0 20 15 106 106 106 106 106 106 106 105 105 1j 104 103 101 100 96 a30 112 23 90 90 • 90 90 90 90 90 90 I 90 90 90 90 89 88 t 98 40 31 79 79 79 79 79 79 79 79 I 79 79 79 79 79 79 .j 88 50• 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 60 46 66 66 66 1 66 66 66 66 66 66 ' 66 66 66 66 66 79 70 54 62' 62 62 1 62 62 62 62 62 62 62 62 62 62 62 72 80 62 58 58 58 58 58 58 58 58 .58 58 58 58 58 58 . 66 1 100 77 52 52 X52 52 52 52 52 52 52 52 52 52 52 52 62 120 92 48 48 48 48 48 1 48 1 48 48 48 48 1 48 1 48 48 48 0-30 ft. Roof Height I t 1 ` Table 2D: Rail Spans (in) for Roof Slopes and Tilt Angles 46° to 60° 6005 Alloy = - Wind Load - - `Vult 110 '115 41'20 125 130 135 140 .•145 150 '155 160 170 180 190' qli 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5.- 46.2 P9 P, -6.3 :6.9 -7.6 -8.2 -8.9 -9.6 -10.3 -11.0 -11.8 -12.6 -13.4 -15.2 -17.0 -18.9 �. 0 0 144 144 144 144 142 139 135 132 129 126 121 113 105 99 Q ]0 8 128 1 126 124 1 123 121 1 120 1 118 116 115 113 112 109 1 105 99' Q20 15 1 106 106 105 104 103 102 101 100 99 98 97 95 93 91 90 90" 90 90 90 90 .90 89 88 88 87 85 84 82 B 30 23. 40 31 79 79 79 79 79 79 79 79 79 79 79 78 77 76 to q 50 39 •72 72 72 72 72 72 72 72 72 72 72 72 72 71 Q 60 46 66. 66 65 66 •- 66 66 66 66 66 66 1 66 66 66 66 C7 70 54 62.. 62 62 62 62 62 62 62 , 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 l00 77 52 52 52 52 52 • 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48 I t 1 Series -100 Sn Nrock, Structural Report and Calculations Pi/�Vtountirg Systems ,. '31-60 ft. Roof Height ' 31-60 ft. Roof Height ► - Table 2E: Rail Spans (in) for Roof Slopes and Tilt Angles 0',to 19°•'6005 Alloy ' Wind Load Wind Load Vult Vult 110 115 '120 125 '130 135 140 145 150 155 160 170 180 190 qh qh 417.9 , 19.5 21.2 23.1 24.9 ' 26.9 28.9 3 1.0 ' 33.2- 35.4 37.8 42.6 47.8 53.3 P9 PK PS -12.3 -13.5 -14.7 • -15.9 -17.2. -18.6. -20.0 -21.4 -22.9 - '-24.5 -261 -29.4 -33.0 ' -36.7 �. 0... 0 128 - 121 j 115 109 105 100 ? 96 1 92 89 ,j _ 86 1 77 I. 73 69 li g� 10 • 8 128 121 11 115 109 105 100 96 92 89 a 86 83 it 77 �j 73 11 69 0 20 15 106 1 106 1 106 106 11 105 100 ��� 96 92 89 's 86 83 1'1 77 11 73 69 3 30 23 90 90 90 90 .j 90 90 90 90 89 86 83 II 77 I� 73 69 86 40 3l - 79 79 ,. 79 . 79 79 79coo, 79 79 79 79 79 77 73 69' G 50 39 '72 •72 72 72 72. 72 72 72 ; 72 72 72 72 it 72 69 a 60 46 66 66 66 66 66 66 66 66 66 166 66 it 66 1; 66 66 (7 :70 54 1 62 62 62 62 62 62 62 62 62 62 •62 . 62 62 ;; 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58. I 58 '' 58 58 100 77 • 52 52 52 52 52 52 52 52 r 52 52 52 52 .' 52 52 52 120 92 48 48 48 48 48 48 48 48 '48 48 48 48 48 48 31-60 ft. Roof Height ► - 5022 Sunrise Boulevard Fair Oaks CA 95628.(916) 536-9585 Rev. 12/31/2013 Page 12 Table 2F:'Rail Spans (in) for Roof Slopes and Tilt Angles 20° to 36° ' 6005 Alloy Wind Load Vult J110 115 120 125. 130 135. '140 145 .-150 155 160 170 180 .190 qh .17.9 19.5 .21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 .37.8 42.6 47.8 53.3, P9 PS -8.0 -8.8 -9.6 -10.4 -11.2 -12.1 -13.0' -14.0 -14.9 -16.0 -17.0 1942 -21.5 -24.0 �. 0 0 1144 144 144 142 135 129 123 118 114 109 105 98 92 87 10 8 ! 132 1 131 129 128 127 125 123 1 118 1 114 109 105 98 92 87 c 20` 15 106 106 106 106 li 106 105 105 104 103 102 101 98 92 87 li 3 30 23 40 90 90 90 90 ,90 ` 90 I 90 90 90 90 89 87 86 40 31 79 79 79 79 79 79 79 79 . 79.: ' 79 '79 79 79 79 .. 50 39 72 72 72 72 72 72 72 72 72' 72 72 72 72 72 a 60 46 ', 66 66 66 66 66 1 66 1 X66 66 66 66 66 66 1 66 66 70 .54 6 �_ 62 62 62 62 62 62 62 62 _ 62- i,62 •62 62 62 80' 62' 58 58 58 58 ' 58 58 58 58 58 58 58 58 - 58 58 100 77 52 1 52 52 52 52 52 52 52 52 52 52 .52 52 52 120 92 48 48 48 48 48 48 48 ` 48 48 •48 48 48 48 48 5022 Sunrise Boulevard Fair Oaks CA 95628.(916) 536-9585 Rev. 12/31/2013 Page 12 ' t Series *-100 _ Sn" ap,Nrock, M , jStructural Report and Calculations PV,. Mounting SrystemS T � 31-60 ft. Roof Height I{ 31-60 ft. Roof Height f Table 2H: Rail Spans (in) for Roof Slopes and Tilt Angles 46° to 60° 6005 Alloy �j Wind Load - Table 2G: Rail Spans (in) for Roof Slopes and Tilt Angles 37°.to 45` 6005 Alloy 125 -130 135 140 145 150 155 160 170 180 Wind Load qh 17.9 19.5 21.2 23.1 24.9 26.9 11Vult 31.0 110 115' 120 125 130 '135 -140 1 145 . 150 1 155 ' 160 170 180 190 -11.9 -12.7 qn -14.1-1--l-5.57- 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 '53.3 120 P9 PS -7.7 -8.4 -9.1 -9.9 -10.7 '-11.6 -12.4 -13.3.'1 -14.3 -15.2 -16.2 -18.3 -20.6' -22.9 110 0 0 144 144 144 144 139 133 127 122 117 112 108 101 94 89 a 10 8 '132 131 1 129 128 127 125 124 122 117 112 108 101 94 89 0 20 15 106 106 106 106 " 106 105 105 104 103 102 101 99 94 89 3 ` 90 90 90 90 90 90 90 90 90' •90 90 89 87 86 76• 30 23 50 39 72 72 72 72 72 72 72 72 72 72 72 71 70 69 40 31 79 79 79,. 79 79 79 79 79 79 79 79 79 79 79 a 60 46 66 72 72 72 72 72' 72 72 72 72 72 72 72 72 72 70 54 50 39 62 62- .62 62 62 62 62 62 62 62 62 . 62 80 62 58 60 46 66' 66 66 ' 66 66 66 66 66 1 66 66 66 66 66 66 52 70 54 " 62 62 62 62 62 62 62 1 62 62 62 62 62 62 62 48 80 62 58 58- 58 S8 58 58 58 58 '58 58 58 58 ' 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 1 92 48 , 48 48 48 48 48 1 48 48 48 48 48 48 48 1 48 I{ 31-60 ft. Roof Height f 4 NSSE '5022 Sunrise Boulevard Fair Oaks CA 95628(916) 536-9585 Rev. 12/31/2013 Page 13 k Table 2H: Rail Spans (in) for Roof Slopes and Tilt Angles 46° to 60° 6005 Alloy �j Wind Load - a, Vult 110 115 120 125 -130 135 140 145 150 155 160 170 180 190 qh 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 PB PS -7.3 -8.0. -8.7 =9.5 -10.2 -11.0 -11.9 -12.7 -13.6 -14.1-1--l-5.57- -17.5 -19.6 -21.8 6, 0 144 - 144 143 139 136 132 129 125 120 115 III 104 97 91 vn . 10 8 125 123. 1 122 120 118 116 115 j 113 Ill 110 108 li 104 j', 97 91 0 20 15 105 104 103 102 101' 100 99 98 . 97 96 t 95 92 90 88 a 90 90 c 90 90 90 89 88 87 87 86 85 83 82 80 3 30 23 . 40 31 79 79 79 79 79 79 79 79 79 79 78 77 76• 74 50 39 72 72 72 72 72 72 72 72 72 72 72 71 70 69 a 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 65 70 54 62 62 62 62- .62 62 62 62 62 62 62 62 62 . 62 80 62 58 58 '58 58 58 58 58 58 58 . 58 58 58 58 58 100 77 52 52 52 52 . 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48 , 4 NSSE '5022 Sunrise Boulevard Fair Oaks CA 95628(916) 536-9585 Rev. 12/31/2013 Page 13 k Series 100 Sna - N r�c�TM p Structural Report and Calculations PV Mounting Systems Rail Testing ' The aluminum rails have been designed in accordance with the 2010 Aluminum Design Manual (ADM) i as referenced in the IBC. Testing was conducted per. the standards set forth by the IBC Section 1715; Preconstruction: Load Test. The results of this testing procedure were used in comparison with the calculated values to establish the maximum uplift load allowed for the rails. Racldng Connections to the Existing Roof - Contained within the calculation packet are calculations for the connection. of the rails to . the roof framing. Using the sizes provided by SnapNrack, we have calculated the maximum forces that will be resisted based. on the withdrawal value of the lag screws, and the strength of the aluminum components which .are involved in transferring these forces from the rail to the roof framing. These components consist of the flashed L -foot (SnapNrack Drawing PEN -D01), Standoff. (PEN -D02, D03), Seam Clamp (PEN -D04), Corrugated Block (PEN -D05), Metal Roof Base (PEN -D09, D10, D1.1, D12) and Hanger Bolt (PEN -D06). All (6) options are acceptable under the parameters shown in SnapNrack's plans. The results from our analysis have -been integrated into the summary charts. The connection of the PV racking system to the roof will use a 5/16" diameter Lag Bolt installed with.a.minimum 2 '/2" embedment into the framing member. Bolts shall be installed to a.rafter or blocking capable of supporting both wind and.seismic loads along with the weight of the PV system. When PEN -D07 is involved, use minimum quantity 2 '/0-20 lag bolts with minimum 1.25" embedment. In addition, SnapNrack's Tile Roof Hooks (Drawing PEN -D13, D14) are also acceptable attachment components when the following limitations are followed: 1. tile roof hooks have been reviewed up to 120 mph, Design Wind Speed 2. rail span is limited to 6 feet with tile roof hooks NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 14 0 Series 100 Structural Report and Calculations Summary Charts and. Topographic Factors SnapNrackim PVMounting Systems The 'attached pages of this summary contain some of the most common building configurations with varying wind speeds. These charts serve as quick references for looking up maximum rail spans based on the building and site conditions. However, it must be noted that for any building where a topographic factor is applied (e.g. hills, mesas, seashore), the rail span lengths given might exceed what is allowed for the given site condition. In that case, a registered structural engineer shall evaluate the exact topographic conditions for the specific site. End Zone and Edge Distances The ledge zones and/or end zones of the roof area shall be determined based on the building's least horizontal dimension (LDH). The edge zone, "a", is equal to 10% of the LDH where a = .1 * LDH. It should be noted that if the solar panels installed cross two different roof sections, the smaller LDH shall be used. Rail spans in the corner zone shall be a maximum of 24 inches and this restriction will only apply to the rail attachments located in the end and edge zones (does not apply to modulus or rails that overhang into the zone). Furthermore, all edge zones requiring an adjustment. (shaded cells in chart) shall be reduced by 24 inches to a minimum of 32 inches. 1 Detail` 1 roof end /edge and corner zones NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 15 Series 100 , S,.n,a pN rack�'. Structural Report and Calculations PV . ount ng Systems Site — Specific Analysis A_ site-specific analysis is required if the location of the solar panel installation corresponds to any of the following criteria: • The total pitch of the solar panel (solar panel pitch & roof pitch) is greater than 60 degrees above the horizontal. • A topographic factor applied to a location. Generally, topographic factors are applied when the structure is on a hill, mesa or bluff, or is adjacent to a large body `of water., For complete descriptions of topographic factors, please refer to ASCE 7-10 section 26.8 •. The mean roof height of the structure that the solar panels will be, installed on is greater than 60 ft. above grade. • A combination of loads and/or site conditions applied that is not addressed in the attached rail span charts. If one or more of these factors corresponds to the project location, please contact NSSE, and we will analyze the site conditions and recommend standoff spacing for each specific site. Existing Building Limitations This summary letter addresses the structural adequacy of the solar racking system only and does not investigate or validate the adequacy of the structure the racking system is being -placed upon. It does not address the ability of the existing roo=fing or roof framing to support the new loads imposed upon them by the new system, ncr does it address the new localized- forces between the roofing and the roof framing which might be imposed by the new standoff connections. It also does not address the additional lateral forces imposed upon the building due to the seismic and wind forces that the new system will add to the existing roof. These various building -specific issues need to be evaluated by the appropriate registered professional(s) prior to the addition of the photovoltaic and racking systems. NSSE may be consulted for building -specific structural evaluation. NSSE assumes the systems will be installed to the specifications. presented here and the installer will use good structural judgment. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-95,85 Rev. 12/31/2013 Page 16 LI abed £lOZ/1£/Z1 '^a2i 9896-9£9 (916)'8Z996 VO quO 1123 pl2n31nog asuunS ZZ09 HSSNI g O s d nnolta3 Dov9s IAOIla3 sawoH dv-GU31 `O+Qg dd-uaal as `ad iaauoS uluuoN . •suopsanb Atm ane1l noAj! moux sn lai. aseald •(s).iail12lsu► rebs Ieuoissajozd alp .zo (s).1;olouAuoo acp su umou3l ostmaalllo (s):zauuoisno s,NoujNduuS jo fq!l!gisuodsaz aql am sanssl oftutezp pue 2ugooi 12ugooicbojum IIV •(polou ostAuotpo ssolun `laalS ssolu!inS 3Ioulq j03 sqi— IJ6 -L pue 1aalS ssalu� IS IQAI!S .zot sgl-8 91-01) sueld s,�lou.xNduuS ui pagtoads su azemp q Joloweip „9i/S illi anbloZ •snpumnd lloq aul uo sl!wq aoj sueld NouzNduuS aas,aseald 3 tl(1 Nad 3 . £I(1 Ndd Z i (1-Ndd 3 ii(1-N3d 3 0 i (1-Ndd 3 60G-Ndd 3 80(1-N9d 3 LOG -Mad 3 90(1-xgd 3 9OQ-N3d d t OG-Ngd 3 £O(1-Nad 3 ZO(1-Ndd 3 loci -Mad 3 Ila -001S 3 O I G-OOI S 3 60(1-OOI S 3 80(1-001 S 3 LOG-OOl S 3 90(1-001S 3 SO(1-00i S 3 tlO(1-001 S 3 £0(1-00 i S 3 £O(1-OOIS 3 ZO(1-001 S 3 l0(1-OOIS uoisinaH al;!JL Menu lQ :palou s12 sSuim12.zp NouiMduuS 1lltm oompz00012121 ag lsnuz uotpei112isul . •NoezNdeuS ,(q paptnozd uaaq anuli siOiaM puu `suoiluoTmoods sluualuul `.sazis i112 INI alou asuaid SWOISAS CuIlunOW, Ad ... »a OU d � � S suopulnalua puu podaH Iuan;on.ijS 001 Sallas u Series 100 .� - Snc� Nrack Wind Design ASCE 7-10 Main Force ResistingSystem � g 6063 Alloy Rail y PV` W u nta ng Sy"stems Mean Roof Height 0 to 30 ft Velocity Pressure 28.3.2 ASCE 7-10 Risk Category: II (Table 1.5-2) qZ = qh = 0.00256 kZ k�t kd V2 Wind Exposure Category C kZ = 0.98 Velocity Pressure Exposure Coefficients (Table 26.8-1) Kn = 1.00 Topographic Factor (Fig. 26.8-1) Kd, = 0.85 Wind Directionality Factor (Table 26.6-1) Velocity Pressures Wind Speed 110 '115 120 125 .130 135 140 145 150 135 160 170 '.180 190 qh 25.80 28.20 30.71. 33.32 36.04 38.86 41.80 44.84 .47.98 51.23 54.59 61.63 69.09 76.98 ASD (0.6W) 15.48 16.92 1.8.42 19.9.9 21.62 23.32 25.08 26.90 28.79 30L74 32.75 36.98 41.46 46.19 P = 9h [ GCPr- GCpj l qh = Velocity Pressure (psf) t GCpj +/- Internal Pressure Coefficient GCpf = External Pressure Coefficient Noxs i' NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page C1 of C64 GCpi equal + - 0.10 based on published data from the Solar America Board for Codes and Standarciv. 2) Wind Exposure B and C covere< in this document. GC f Roof Zones Fig 28.4-1 ASCE 7-10 Pitch Slope Zone 2 Zone 3 Zone 2E Zone 3E 0/12 0.0 -0.69 -0.37 -1.07. 1/12 4.8 70.69 -0.37 -1.07 -0.53 2/12 9.5 -0.69. -0.40 -1.07 -0.53 3/12 14.0 -0.69 -0.44 -1.07 -0.53 4/12 18.4 =0.69 -0.47 - -1.07 -0.54 5/12 22.6 -0.45 -0.35 -0.72 -0.65' 6/12 26.6 -0.10 -0.15 -0.19 -0.58 7/12 30.3 0.21 -0.43 0.27 -0.53 8/12. 33.7 0.21 -0.43 0.27 -0.53 9/12 36.9 0.21 -0.43 0.27 -0.53 10/12 39.8 0.21 -0.43 0.27 -0.53 11/12 42.5 0.21 -0.43 0.27 -0653 12/12 45.0 0.21 -0.43 0.27 -0.53 21/12 60.0 0.32 -0.41 0.40 -0.51 Noxs i' NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page C1 of C64 GCpi equal + - 0.10 based on published data from the Solar America Board for Codes and Standarciv. 2) Wind Exposure B and C covere< in this document. ft Series 100 Wind Desitin ASCE 7-10 Main Force Resisting System 6063 Alloy Rail Snc�Nrack- p T's . FV M'oU.nVhq.,Sy'S._Aemsz Mean Roof Height 0 to 30 ft C Yenau finer Transverse Direction - - . . ..,k ........... . ....... 3 z - R 41 _j 0 Lofigitildinal Direction Zone Locations Main Force Resisting Systems ASCE 7-10 II , NSSE '5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 li Page C2 of C64 Leading - - ► Over-97:8%-Max.efficiency *- . Industry widest input voltage range P. Industry leading three and four MPPT desigri,with precise MPPT algorithm - b, Integrated AFCI option ► Compact and light design for one-person easy installation i P. NEMA 4X enclosure with anti -corrosion feature, visually pleasing for indoor and out door installations `'+• -` r ►' Rs485 Modbus communications, WiFi/GPRS(optional) interface ► Web -based data monitonring' and 'SolisWeb' APP . 10 years standard wairantywith Extension options Manufacturer: Ginlong (Ningbo) Technologies Co.,Ltd., Ningbo, Zhejiang, P.R.China 13j� US Office`. 565 Metro PI. S. Suite 3214, Dublin OH 43017; USA Tnll_f,c RRR A4f! AAl1R I'Fmoil• colec/nlninlnnn nnm I c•�loc/irininlnnn_��co r I Model, �Solls 1.SK-2GUS�Solis-2K-2G-US`dls2.SK-2G-USSolis3K-2GUSLSOI rUS`Sds4K-2GUSSals4.6K-2GUS;;SoC�s-SK-2GUS r. Energy source r� PV DC Values }+, Max power per MPPT (Watts) 1200 ' '1860- 2400 3000 3600 4300 4800 5500 6000 Max voltage (Volts) k,j + 500 r 600 Startup voltage (Volts) ' BO �� 120 Full power MPPT voltage range (Volts) 100-400 „. 150 400 200 400 125-500 150-500 180.500 145.500 165500 180.500 Operating MPPT vol range (Volts) 70-400 100-400 100-500 Max usable input current per' MPPT (Amps) . 10 10+10 10+18 Max short circuit input current (Amps) • 15.6 �- 15.6+15.6 15.6+ 28.08. Number of MPPT' 2 Inputs per MPPT 1 11 2 - AC Values Nominal output power (Watt) 1000 1500 2000 2500 3000 ', 3600 4000 4600 5000 Continuous output power (Watt) 1100 • 1700 2.200 2800 , 3300 4000 4400 5000 5000 Nominal grid'voltage (Volts)`- . 208/240 Max. continuous output current (Amps) 4.8/4.2 7.2/6.3 9.6/8.3 12/10.4 14.4/12.5 16!15 19.2/16.7 22.1/19.2 24/20.8 Max overcurrent protection device (Amps) 10 s 10 20 20 20 . 30 30 • '30 30 Operating voltage range (Vdlts) R 183-228(for 208V ratedy211-264(for 240V rated) ' Operating phase) Single Output power factor - �� ,' >6.99 S ` Grid current THD ± - TH6<3% " DC injection current (mAmps) , <20 Nominal grid frequency (Hertz) 60 Operating frequency range (kertz) 59.3-60.5 Efficiency ' Peak efficiency !�, '- - ' :96.8% , t '96.8% 96.8% 97.5% 97:.5% -97.5% 97.8% . ' • '97.8% 97.8 9/6 CEC weighted efficiency - 96.0% 96.0% 96.5% 96.5% 96:5% 96.5% •,97.0% 97.0% 97.0% MPPT effciency 7i 99.9% 99.9% 99.9%0 99.9% 99.9% 99.9% 99.9% 99.9% 99.9% . Protection. Temperature protection. Yes DC reverse -polarity protection Yes AC short circuit protection'i s * i Yes r AC output overcurrent protection Yes Output overvoltage protection-Varistor Yes Ground fault monitoring Yes • ' E Grid monitoring Yes Islanding protection ' l� Yes Integrated DC switch e Yes ` Integrated-AFCI(DCaro-fault d a it protection) 1 Optional Rapid shutdown Optional General data Dimensions (inch) 13.3W*25.9Hx6.5D 13.3Wx25.9Hs6.8D Weight (lbs) - 21.6 33.1 38.6 Topology Transformerless Internal consumption' <1W (Night) T Ambient operating temperature{`angel -25°C•-60"G-13°F-140°F Enclosure type ? NEMA 4X Noise emission(typical) 4 <30 dBA Cooling type Natural convection Max.operating altitude without derating li 4000 m! 13120 ft Designed lifetime } >20 years Compliance - CAN/CSAC22.2 N107.1, UL1741, UL1998, UL1699B, FCC part 15, Class B Operating surroundings humidity ° 0-100% Features Conduit convention , ) Plugged 3/4" openings for bottom and side + r