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B16-0958 000-000-000
SCOPE OF WORK , GENERONOTES- } LEGEND AIS ABBREVIATIONS • TABLE OF CONTENTS PAGE # DESCRIPTION , • SYSTEM SIZE: 6095W DC, ; 5000W AC • ALL WORK SHALL COMPLY WITH 2013-CEC, 2013 CBC, MUNICIPAL CODE, AND SE SERVICE ENTRANCE SOLAR MODULES ® PV -1.0 COVER SHEET • MODULES: 23 HANWHA Q -CELLS: Q.PRO BFR - G4.1 265 () ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. RAIL PV -2.0 SITE PLAN PV -3.0 LAYOUT • INVERTER(S): PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2013 CEC. k("f... It (1) SOLAREDGE TECHNOLOGIES: SE5000 (240V) W/ -ER-US • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2013 CEC. NIP MAIN PANEL. , = OR A -US • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY;. PV -4.0 ELECTRICAL • RACKING: SNAPNRACK SERIES 100 UL; FLASHED L FOOT. GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. PV -5.0 ' SIGNAGE SEE PEN D01. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703.;-- SP SUB -PANEL STANDOFFS'& • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741'' FOOTINGS • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703.at,,`' • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(E) AND 2012 LC PV LOAD CENTER .y ® _ r CHIMNEY , IFC 605.11.2. • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. ' R, • '9.15 AMPS MODULE SHORT CIRCUIT CURRENT. SUNRUN METER Q ATTIC VENT, , _ . • 14.29 AMPS DERATED SHORT CIRCUIT CURRENT (690.8 (a),& 690.8 (b)). ` ATTIC VENT J Q FLUSH ((9 DEDICATED PV METER o PVC PIPE VENT,'r _ ' INVERTER(S) WITH .r ® �f., METAL PIPE VENT . r, + INV INTEGRATED DC r' DISCONNECT AND AFCI ® T -VENT Q .; r "'" AC DISCONNECT(S)Y �. SATELLITE DISH +` - ,, • ' - - •e_ ' +"r% r .'r r '. DC SDC DISCONNECT(S) 0 FIRE SETBACKS ts�' 1i .. '. T -.Cs� - - r. n ?�CSiK ... � *i •� .n }'^w�•.:z: �J. t" . +. -.-•�R- ,� �.c CB lid. COMBINER BOX ' R 'HARDSCAPE z ` / . � .� u, `.1• ' , `'- ' ' _ � y`r ,'�� -' .. �...-+.,t.: ~r • ,tom ' .. - .._ F -I INTERIOR — PL— >, " PROPERTY LINE . r t4 ' ..r R .-: 4 _EQUIPMENT _ SHOWN i4S DASHED : - SCALE: , u n r u n , '. _ }� "x _ A AMPEREX.:_ r. AC ALTERNATING y' , fir Jas r LT CIRCUIT INTERRUPTER -AFCI ARC FAULT r GILBERT CORREIA, C70, Cos :) ' tI. `� AZIM AZIMUTH COMP POSITION , b �. CA CL #750184 1227 STRIKER AVENUE, SUITE 260, SACRAMENTO, CA v !' VICINITY MAP -COM `_ - A% •• DC DIRECT CURRENT EXISTING a�I r ' -d9�yv' -'OHO `FAX9 6218.5.91545 . 1 EXT EXTERIOR :, MER RESIDENCE: USTO NCE' �FRM FRAMING-._' ` .0 CARTERS -WILLIAMCARTER `-' INT- INTERIOR' "r "'� ;'_'1700 18TH ST OROVILLE CA,' '} �---" t LBW LOAD BEARING WALL �. ,r : , ;`USA 95965 { . - ., MAG MAGNETIC V . L 1 >� MSP MAIN SERVICE PANEL ' ��. k TEL. (530) 532-0352 'APN #:030101035000 Tl700 18th St = (N) NTS NEWPROJECT NOT TO SCALE NUMBER: - . 105R-700CART .'� OC ON CENTER i J -7C s �' 'l r h - - •, - .-PRE-FAB -PRE-FABRICATED DESIGNER: PSF POUNDS PER SQUARE FOOT - PV PHOTOVOLTAIC -KARLO ZAMANYAN 949705.3957 DRAFTER: �-; TL TRANSFORMERLESS t f TYP'` TYPICAL TMG ► • �- V VOLTS SHEET y W WATTS f - _ •COVER SHEET REV. NAME DATE COMMENTS A REV:5/6/2016 .A PAGE' PV -1.0 + I SITE PLAN - SCALE = 1/8" = V-0" • PL PL • PL d III PL (E) ATE INV SM SE J • i PL PL PL /(N) AR AR -02 (N) AF r. T .pL IRE SETB KS • . (3, TMP) _r PITCH TRUE MAG PV AREA AZIM AZIM (SQFT) AR -01 180 910 77 341.5 AR -02 18° 271° 257° 71.9 PL / SITE PLAN DETAIL - SCALE = 1/128" = V-0" Y AR -01 U) 00 000 0 .A 1,V . i Jx t S+n o Wit/, \Wkl 0 1 (E) A/C UNIT 4 ' 101 44D Ve CAkV\A r . f w ear bIva # Q 0<()-v M u � CES �,16q c�5 if _ J 0 ' ...'.. { a.' 17-1 TIL-Uc : Firsi-NAd CII)s.O 5rC� G� e. LA)O�S�-, — F - III PL (E) ATE INV SM SE J • i PL PL PL /(N) AR AR -02 (N) AF r. T .pL IRE SETB KS • . (3, TMP) _r PITCH TRUE MAG PV AREA AZIM AZIM (SQFT) AR -01 180 910 77 341.5 AR -02 18° 271° 257° 71.9 PL / SITE PLAN DETAIL - SCALE = 1/128" = V-0" Y AR -01 U) 00 000 0 • � 1� A sunrun- CORREIA, C10, C46 CA CL #750184 1227 STRIKER AVENUE, SUITE 260, SACRAMENTO W 95834 PHONE 916.949.7865 FAX 916.285.9154 CUSTOMER RESIDENCE: +WILLIAM --CARTER 1700 18TH ST OROVILLE CA _ USA 95965 - TEL. (530) 532-0352 APN #: 030101035000 PROJECT NUMBER: 1050-700CART DESIGNER- KARLO ZAMANYAN -- 949.705.3957 DRAFTER: TMG SHEET SITE PLAN REV: A 5/6/2016 PAGE PV -2.0 .A 1,V . i Jx t S+n /7'. 1 (E) A/C UNIT 4 ' (E) FENCE • � 1� A sunrun- CORREIA, C10, C46 CA CL #750184 1227 STRIKER AVENUE, SUITE 260, SACRAMENTO W 95834 PHONE 916.949.7865 FAX 916.285.9154 CUSTOMER RESIDENCE: +WILLIAM --CARTER 1700 18TH ST OROVILLE CA _ USA 95965 - TEL. (530) 532-0352 APN #: 030101035000 PROJECT NUMBER: 1050-700CART DESIGNER- KARLO ZAMANYAN -- 949.705.3957 DRAFTER: TMG SHEET SITE PLAN REV: A 5/6/2016 PAGE PV -2.0 ROOF FRAME FRAME MAX FRAME OC ROOF EDGE MAX RAIL MAX IL DESIGN CRITERIA MODULES: ROOF TYPE ATTACHMENT F HEIGHT FRAME TYPE • ep EXPOSURE MATERIAL SIZE SPAN CING ZONE SPAN OVE G AR-01 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. SINGLE STORY ATTIC WOOD CARPENTER TRUSS 2 X 4 5'- 6" 36" 4' - 0" 8'- 0" 2' - 8" HANWHA Q-CELLS: Q.PRO BFR - G4.1 265 AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. SINGLE STORY ATTIC WOOD CARPENTER TRUSS 2 X 4 5' - 6" 36" 4' - 0" 8' - 0" 2' - 8" MODULE DIMS: 65.7" x 39.4" x 1.26" D1 - AR-01 - SCALE: 1/8" = 1'-0" MODULE CLAMPS: PITCH: 18°- Portrait: 13.39" TO 16.14" ° _ Landscape: 7.87" TO 9.84" AZIM: 91 9!, MAX DISTRIBUTED LOAD: ® -- 13'-3" 3' - 13'-3" -3'-� 2.75 PSF SNOW LOAD: 0 PSF —� WIND SPEED: 3' 110 MPH 3-SEC GUST. 3' I ) LAG SCREWS: 5/16"x3.5": 2.5" MIN EMBEDMENT 9.5 —6' TYPT NOTE: -- 3' INSTALLERS TO VERIFY RAFTER LOED 11' 11 SPANS AND O FYSE.OPR.OF T" ANY DISCREPANCIES BEFORE -3' PROCEEDING. _ 5! 6!! o O 47• ', e } 'aY.r ( sw' .•Tti'• j' rt+GlJ .. •tt .., ,�... �. V. icysunrun ="A 4s ���' � "�� � YK • fjY � D2 - AR-02 - SCALE:-1/8" = V-0'•4 „ ,,, " ��; f •• �' �- GILBERT CORREIA, C10, C46 •. PITCH: 18° $�.: we r.• CA CL #750184 AZIM: 271 ° � �•; .� , .a 1227 STRIKER AVENUE, SUITE 260, SACRAMENTO, CA • *_ 3 – 13 -3" i..r } t y Ti `= 95834 PHONE 916.949.7885 FAX 916.285.9154 �+ CUSTOMER RESIDENCE: WILLIAM CARTER ' -- , 4 I- • � 1700 18TH ST OROVILLE CA USA 95965 - 5'-6" —6' TYP—T _ _ TEL. (530) 532-0352 APN #: 030101035000 PROJECT NUMBER: I'. • 105R-700CART _ - - -- DESIGNER: KARLO ZAMANYAN -- 949.705.3957 DRAFTER: - _- - TMG SHEET LAYOUT REV: A 5/6/2016 PAGE PV-3.0 CONDUIT SCHEDULE HANWHA Q -CELLS: Q.PRO 120/240 VAC CONDUCTOR !NEUTRAL GROUND 37.93 V MAX'POWER VOLTAGE 31.03 V SINGLE PHASE 9.15 A 15' NONE (4) 10 AWG PV WIRE , NONE (1) 10 AWG BARE COPPER SERVICE 3/4" EMT OR EQUIV. W (4) 10 AWG THHN/THN-2• ',- •,NONE% (1) 10 AWG THHN/THWN-2 3/4" EMT OR EQUIV. O_PG&E METER #: 1007239938 (1) 8 AWG THHNrrHWN-2 UTILITY GRID EXISTING 200A MAIN (� BREAKER (END FED) .-.� EXISTING SOLAREDGE ..� 200A TECHNOLOGIES: SL5000 MAIN (240V) W/ -ER-US OR A -US FACILITY PANEL 3 (N) SUN RUN METER 3 5000 WATT INVERTER' 2 JUNCTION BOX 1 PV MODULES LOADS ;� OR EQUIVALENT HANWHA Q -CELLS: Q.PRO BFR - G4.1 265. - /1 .-. L L a . r•. /f (23) MODULES +(� f OPTIMIZERS WIRED IN (1) SERIES OF (12) NEUTRPL NG I NGFPD', - T L OPTIMIZERS AND (1) SERIES OF (11) suss GR s1ND D I { :._. OPTIMIZERS " . FACILITY 30A PV GROUND 250V METER LOAD RATED DC_.''' SOLAREDGE POWER OPTIMIZER BREAKER AT SOCKET DISCONNECT.& AFCI; Y P300 " OPPOSITE END 125A CONTINUOUSOF BUSBAR �f �j,,•'` 240V METER � , :rt 200A, FORM 2S .�•rL' — -fie �[� y{ {ti"�?k '•' _ _ -.!t -NOTES TO INSTALLER: " 71- IRCUIT STRING VOLTAGE CONDUIT SCHEDULE HANWHA Q -CELLS: Q.PRO CONDUIT CONDUCTOR !NEUTRAL GROUND 37.93 V MAX'POWER VOLTAGE 31.03 V SHORT CIRCUIT CURRENT 9.15 A 15' NONE (4) 10 AWG PV WIRE , NONE (1) 10 AWG BARE COPPER '2- 3/4" EMT OR EQUIV. W (4) 10 AWG THHN/THN-2• ',- •,NONE% (1) 10 AWG THHN/THWN-2 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN=2 (1) 10 AWG TNHNITHWN-2 (1) 8 AWG THHNrrHWN-2 1...12 VDC EXPECTED OPEN C ,'2. ADD 30 AMP PV BREAKER TO MAIN PANEL. .„ 3, -PANEL MANUFACTURER: SIEMENS 4. REQUIRED BREAKER: Q230 4' , -t' 1 a MODULE CHARACTERISTICS HANWHA Q -CELLS: Q.PRO 265 W BFR - G4.1 265 MAX INPUT VOLTAGE OPEN CIRCUIT VOLTAGE - 37.93 V MAX'POWER VOLTAGE 31.03 V SHORT CIRCUIT CURRENT 9.15 A OPTIMIZER CHARACTERISTICS. - MIN INPUT VOLTAGE 8 `,VDC MAX INPUT VOLTAGE 48. • VDC MAX INPUT ISC " 10 'ADC MAX OUTPUT CURRENT 15' ADC SYSTEM CHARACTERISTICS - INVERTER 1 SYSTEM SIZE 6095 W SYSTEM OPEN CIRCUIT VOLTAGE 12 V SYSTEM OPERATING VOLTAGE 350 V MAX ALLOWABLE DC VOLTAGE 500 V SYSTEM OPERATING CURRENT 17.4 A SYSTEM SHORT CIRCUIT CURRENT 30A PER CODE: 690.52 ' i' 4iai� sunrun_ GILBERT CORREIA, C10,.C46 CA CL #750184 1227 STRIKER AVENUE, SUITE 260, SACRAMENTO, CA 95634 PHONE 916.949.7885 FAX 916.285.9154 CUSTOMER RESIDENCE: WILLIAM CARTER 1700 18TH ST OROVILLE CA USA 95965 TEL. (530) 532-0352 APN #:030101035000 PROJECT NUMBER: 105R-700CART DESIGNER: KARLO ZAMANYAN -- . • 949.705.3957 DRAFTER: TMG SHEET ELECTRICAL REV: A 5/6/2016 PAGE =' PV -4.0 D o. ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED LABEL LOCATION: r AC DISCONNECT, POINT OF INTERCONNECTION LABEL LOCATION: (PER CODE: CEC690.54) DC DISCONNECT, INVERTER RNING (PER CODE: CEC 690.35(F)) L [To be used when inverter is ungrounded] . . ® . ® TION 11DO NO 3 LABEL LOCATION: POINT OF INTERCONNECTION ., (PER CODE: CEC 705.12(D)(7)) - [Not required if panelboard is rated not less than sum of ampere ratings of all overcurrent devices supplying it] :SCA nTlO'N`: SOLAR CIRCUIT LABEL LOCATION: MARKINGS PLACED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, , LABEL LOCATION: AND CABLE ASSEMBLIES AT LEAST EVERY 10 FT, AT TURNS AND ABOVE/BELOW PENETRATIONS AC DISCONNECT, POINT OF INTERCONNECTION AND ALL COMBINER/DUCTION BOXES. (PER CODE: IFC605.11.1.4) ,.,< .• (PER CODE: CEC 690.17(E)) - sunrun., 'A WARNING • ^ r: E,f+ti'�3�y�1�5^ K" ELECTRIC SHOCK HAZARD` LABEL LOCATION: L ��`� _ DO NOT TOUCH TERMINALS' DISCONNECT, POINT OF INTERCONNECTION- ,: "'`S`�. , TERMINALS ON BOTH LINElAND >' ; • (PER CODE: CEC690.13(B)) Lltr'�.r •, ! i}{.°;, _ fr '--,_ `tFhil�'. ;{;y ! z' �'.W,T LOAD SIDES MAY BE ENERGIZED =r � ; ' IL •• IT IN THE OPEN POSITION .�,"', ,• WARNING DUALPOWERSOURCE* ..- y� t LABEL LOCATION: ��.z • SECOND SOURCE IS PHO_TO_V_O_;Lt I SYSTEM P }sr , -- r:trrrt " ~ Yom;`T F+" 3 AC DISCONNECT, POINT OF INTERCONNECTION LABEL LOCATION: -- talk.• ' i"A,>d".1, z' ` � 3 r -- PER CODE: CEC 690.17(E), CBr�� POINT OF INTERCONNECTION r�r - cis PROJECT NUMBER: (PER CODE: CEC 705.12(D)(4))RM 105R-700CART f DESIGNER: •CAUTION:bSOLAR+ELECTRIC •: - 949.705.3957 4r ,_.,,,..;SYSTEM CONNECTED= -DRAFTER: I ` LABEL LOCATION: x• d_ LABEL LOCATION: SHEET INVERTER, JUNCTION BOXES (ROOF); AC•DISCONNECT WEATHER RESISTANT MATERIAL, DURABLE ADHESIVE, SIGNAGE �. (PER CODE: CEC690.13.G.3 & CEC 69013.G.4) UL969 AS STANDARD TO WEATHER RATING"(UL-LISTING r { z OF MARKINGS NOT REQUIRED), MIN % .LETTER HEIGHT U WARNiNG:1RHOTOVOLITAIC ARIAL OR SIMILAR FONT NON -BOLD, PLACED.WITHIN ®URCE THE MAIN SERVICE DISCONNECT, PLACED ON THE 4 OUTSIDE OF THE COVER WHEN DISCONNECT IS x LABEL LOCATION: OPERABLE WITH SERVICE PANEL CLOSED ` _ - •, _ i'-; " # ";, == CONDUIT, COMBINER BOX' _ (PER CODE: CEC690.15, 690.13(B)) 1 ', jt ' ► f' tit r�• (PER CODE: CEC690.31(G)(3)(4) & CEC 690.13(G)(4) xF +� 1 ,, INVERTER 1-- y,: 1 .• o •o • IWAXIMUMSYSTEM 1%0 ; JV 0 0 500 (MAXIMUM (CIRCUIT 30 '.'tet _ r LABEL LOCATION: - DC DISCONNECT, INVERTER (PER CODE: CEC690.53) " ADHESIVE FASTENED SIGNS: • THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE -IT IS INSTALLED. • WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD COMPLY WITH ANSI Z535.4 [NEC 110.21(8) FIELD MARKING]. • ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER RESISTANT [IFC 605.11.1.31 - sunrun., • ^ r: K" y; GILBERT CORREIA. C10. C46 CA CL #750184;��`; 1227 STRIKER AVENUE, SUITE 260, SACRAMENTO QA _ 95634 • PHONE 916.949.7885- - FAX 916.285.9154 CUSTOMER RESIDENCE:- -- WILLIAM CARTER - " 1700 18TH ST OROVILLE CA,'. - - USA 95965 _ TEL. (530) 532-0352 APN #: 030101035000 PROJECT NUMBER: 105R-700CART f DESIGNER: KARLO ZAMANYAN - _ - 949.705.3957 -DRAFTER: TMG SHEET SIGNAGE - REV: A 5/6/2016 PAGE PV -5.0 " U Rooftop array WARNING TURN OFF PHOTOVOLTAIC Junction box AC DISCONNECT PRIOR TO WORKING INSIDE PANEL WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL CAUT+.�...�� SOLAR ELECTRIC SYSTEM CONNECTED Combiner Subpanel -0. - -- CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED Vivint Solar meter. PHOTOVOLTAIC. AC DISCONNECT PHOTOVOLTAIC AC DISCONNECT MAX AC OPERATING CURRENT 15.2 MAX AC OPERATING VOLTAGE 240 CLEAR LAMINATE STICKER AC disconnect WARNING DUAL POWER SOURCE SECOND SOURCE IS PV SYSTEM CAUTION: SOLAR ELECTRICSYSTEM CONNECTED PHOTOVOLTAIC AC DISCONNECT MAX AC OPERATING CURRENT 15.2 MAX AC OPERATING VOLTAGE 240 CLEAR LAMINATE STICKER Distribution panel OUTSIDE cover - SOLAR BREAKER DO NOT RELOCATE Distribution panel INSIDE 55dt,q,401060 s S v hr -0 (J 1n0 w-Q • cc) K Carbon monoxide alarms required by Sections R315.1 and R315.2 shall be installed in the. following locations: 1. Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s). 2. On every level of a dwelling unit including basements. R315.1.5 Multiple -purpose alarms: Carbon monoxide alarms combined with smoke alarms shall comply with Section R315, all applicable standards, and requirements for. listing and approval by the Office of the State Fire Marshal, for smoke alarms. Butte County's Interpretation of 2013 CRC; Sections 314 &.315 for Smoke Alarms & Carbon Monoxide Alarms: Where alterations, repairs or additions exceeding $1,000 in valuation, existing dwellings shall be retrofitted with smoke alarms and those that have attached garages or fuel -burning appliances shall have carbon monoxide alarms installed. Existing smoke alarms can be replaced with dual function alarms for Smoke and Carbon Monoxide and in most cases will comply with the aforementioned code requirements for Carbon Monoxide Alarms. DECLARATION OF INSTALLATION UNDER THE PENALTY OF PERJURY As Owner/Contractor, I/we affirm and declare under the penalty of perjury, under the laws of the State of California, by our signatures below as Owner/Contractor, that [/we will comply prior to final inspection with Items A & B as specified herein: , A. Both Owner/Contractor have read and clearly understand the aforementioned 2010 California Residential Code (CRC) Carbon Monoxide Alarm requirements. B. Both Owner/Contractor are responsible for installing Carbon Monoxide Alarms prior to final inspection as per the aforementioned building code and maintaining such installation. Smoke Alarms will also be installed prior to final inspection as per the 2010 CRC. J Smoke and Carbon I��- Monoxide alarms are now 'nsta led in the following locations: e _151-n6 /<,O 1 o e�N� s Owner's name (print): Owner's signature: Date: 51 2 I 1 io Contractor's name (pri c>>J R3J N CSLB License: Contractor's signature: � Date: S 1? 1 l0 Project Address: `SOC) 1 U 1:25\ - Permit. #: IWO Page 2 of 2 Revised 7.20.2015 70 -- Butte C* Department of Development Servicis PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 WWF,". Q�Ws Main Phone (530) 538-7601 Fax (530) 538-7785 www.buttecoun!y.net/dds Declaration of Installation for Smoke Alarms and Carbon Monoxide Alarms FORM NO DBI -01 The newly adopted 2013 California Residential Code requires the installation of Carbon Monoxide Detectors in dwelling units and in sleeping units within which fuel -burning appliances are installed and in dwelling units that have attached garages. The policy for Carbon Monoxide Alarms in Butte County states: "Any permit obtained in which the value of work exceeds $1000 associated with a Residential Group R Dwelling Unit or Sleeping Unit shall conform to the following 2013 California Residential Code requirements for Smoke and Carbon Monoxide Alarms (Section R314 & R315)." 2013 California Residential Code requirements for Carbon Monoxide Alarms: R315.1 New construction: An approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units within which fuel -burning appliances are installed and in dwelling units that have attached garages. R315.1.2 Power supply: For new construction required carbon monoxide alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery back-up. Alarm wiring shall be directly connected to the permanent building wiring without a disconnecting switch other than as required for over - current protection. Exceptions: 1. In dwelling units where there is no commercial power supply the carbon monoxide alarm may be solely battery operated. 2. In existing dwelling units a carbon monoxide alarm is permitted to be solely battery operated where repairs or alterations do not result in the removal of wall and ceiling finishes or there is no access by means of attic, basement or crawl space. R315.1.3 Interconnection. Where more than one carbon monoxide alarm is required to be installed within the dwelling unit or within a sleeping unit the alarm shall be interconnected in a manner that activation of one alarm shall activate all of the alarms in the individual unit. Exception: 1. Interconnection is not required in existing dwelling units where repairs do not result in the removal of wall and ceilina finishes. there is no access by means of attic. basement or crawl space, and no previous method for interconnection existed. Y R315.2 Where required in existing dwellings: Where a permit is required for alterations, repairs or additions exceeding one thousand dollars ($1,000), existing dwellings or sleeping units that have attached garages or fuel -burning appliances shall be provided with a carbon monoxide alarm in accordance with Section R315.1. Carbon monoxide alarms shall only be required in the specific dwelling unit or sleeping unit for which the permit was obtained. R315.2.6 Alarm requirements: No person shall install, market, distribute, offer for sale or sell any carbon monoxide device in the State of California unless the device and instructions have been approved and listed by the State Fire Marshal. Pagel of 2 Revised 7.20.2015 NOrman .Scheel Structura-l- .En gin ee' r 5022 Sunrise Blvd. Fair Oaks, CA 95628 (916)536-9585 (916) 536-0260 (fax) 1989-2013 24 years of excellence Norman Scheel, S.E. LEED AP BD+C LEER AP Homes Fellow —SEAOC Fellow -ASCE E -Mail: norm [(7 nsse com Rob Coon General Manager E-mail: ruhcoo„ idr,sse_com 'Steve Smith P.E. Project Manager E-mail: stevesmith aInsse.com Steven Cooksey CAD Supervisor E-mail: mq@a se.com Jackie Winslow Office Manager E-mail: inkio(a nsse.com Friday, January 31, 2014 SnapNrack 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 -AP SnaNrack- PV MoUenrg. Systems "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. 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 projects 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. 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. pFES` If ther4aan herestions;please contact Norm Scheel. No B 0, 2& LEED-AP BD+C, LEED-AP Homes12%'' Fellow SEAOC p� FellowA.S.C.E. _Iwzm_� ®uC 2 2 2011 NOrman -'Scheel Structural- Engineer 5022 Sunrise Blvd. Fair Oaks, CA 95628 (916)536-9585 (916) 536-0260 (fax) — 1989-2013 24 years of excellence Norman Scheel, S.E. LEED AP BD+C LEED AP Homes Fellow -SEAOC Fellow -ASCE E-mail: nonn@issse.com Rob Coon General Manager E-mail: robcoon(a`nne.com Steve Smith P.E. Project Manager E-mail: stevesmidiQnsse w Steven Cooksey CAD Supervisor E-mail: stevenansse.com Jackie Winslow Office Manager E-mail: iac)daZnsse.com Friday, January 31, 2014 SnapNrack 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 "Series 100 Roof Mount" Cover Letter Sna N rack - PV t�1+�l�n�lng Systems ............. 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,, aild-guidelines-.stated .in-the-..,So10- .-ne - Board for: Codes .and_ r_ �- 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. 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 projects 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) windspeed 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. - 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. If there any • er estions, please contact Norm Scheel. No Sch 1 E LEED-AP BD+C, LEER -AP Homes Fellow SEAOC - Fellow A_S.C.E. IDEC Series 100 rSnapN,rack' Structural Report and Calculations �V t N" un"ta- Li s Structural Report:and Calculations - - Series 100 - - Roof Mount For SnapNrack 775 Fiero bane, Suite 200 --San Luis Obispo, CA 9340"1 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 95628 (916) 536-9585 Rev. 12/31/2013 Page 2 Series 100 SnapNrack- Structural Report and Calculations PV Mounting Sy tams Table of Contents Section Page Cover Letter 1 - Summary Report - 2 to 17 - Building Depart►nent Support Calculations Calculations 0 to 30 ft. Mean Roof Height (6063 Rail) CI to C15 Wind Calculations Velocity Pressures & MFRS. C 1. Component and Cladding C3 Seismic Calculations C7 Snow Loads C8 Rail Properties _ C9 65" PV Panel Connection to Rail C10 78" PV Panel Connection to Rail C11 Lag Bolt Connection -to Roof C 12 Rail Span Chart Tilt Angle 0-19 degrees C13 Rail Span Chart Tilt Angle 20-36 degrees- C 14 Rail Span Chart Tilt Angle 37-45 degrees C15 - Rail Span. Chart Tilt Angle 45-60 degrees. C16 Building Department Support Calculations Calculations 3.1 to 60 ft. Mean Roof Height (6063 Rail) C17 to C32 Wind Calculations Velocity Pressures & MFRS C17 Component and Cladding C19 Seismic Calculations 03 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 Nrack,Snap,Structural Report and CalculationsPVVii it Building Department Support Calculations Calculations 0 to 30 ft. Mean. Roof Height (6005 Rail) C33 to C48 Wind Calculations Velocity Pressures & MFRS C33. Component and Cladding C35 Seismic Calculations - C39 - - Snow..Loa.ds - C4O Rail Properties C41 65" PV Panel Connection to,Rail_- -C.42: 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 C4T - 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_ C5.1 Seismic Calculations C55 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 C6) 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 Al NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 4 Series 100 SnapNrack'u Structural Report and Calculations PV Mounting Systems Introduction This report describes, illustrates, and explains the Structural 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 strucfure'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 IA 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 1.AI2A for tilt. angles less than .19 degrees, -Table IMB for tilt angles between 20 and 36 degrees, Table lC/2C for tilt angles between 37 and 45 degrees, and Table 1D/2D for tilt angles between 46 and 60 degrees. For mean roof heights between 31 and 60 feet use 'Table IE/2E for tilt angles less than 19 .degrees, Table I:F/2F for tilt angles. between 20 and 36 degrees, Table 1.G/2G for tilt angles between 37 and 45 degrees, and Table I:.H/21I 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). NSS)E+ 1022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 5 ' 1 1 `. _ • ��-^fir. _, _ - __ _ - --+-r•+�r+y...�.+.JwM.rr•. r.r� - Series 100 - - Sno Nrack- Structural .Report and Calculations, PV ouptng Systems f 6063 Alloy Rail Tables 0-30 ft. Roof Height 120 92 40 40 40 0-30 ft. Roof Height F - Table 1A: Rail Spans (in) for Roof Slopes and Tilt Angles 0` to 19° 6063 Alloy Wind Load Wind Load - - - vult 110 Vult- 110 115 120 125 130 135 140 -145 150 155 160 1 -170. 180` 190 15.5 qh 15.5 16.9 13.4 20.0 21.6 23.3 25.1 26.9 -28.8 30.7 32.8 37.0 41.5 46.2 Ps -PE,- PS -10.7 -11.7 -12.7 1-13.8 -14.9 -16.1 ' -17.3- :--18.6. -19.9 -21.2 -22.6 -25:5 -25.6 -31.9 0 0 0 1.16, 110 104 99 95 91 87 83 80 77 75 70 65 62 8 112 111 110 .109 108 107 105 -104 -103 99 9S 89 93 78 20 Q 10 -8--!--114 89 ..116 1 104- 99 --95 91 - 87 _ 83 _.80 77 75-- 70 65 - 62 - C 20 15 11 39 89 39 89 89 89 - 87_ 33 80 77, 7$,_, 70 65 • fit 3 30 23 75 75 75 75 75 75 75 7j 75 75 75 70 65 62 0 40 31 66 66 66 66 66 66 66 66 06- : _ 66 _ 66-, -6(7_ - . 65- .. - 62. ' µ 50 39 60 60 60 60 60 60 60 60 60 60 60 - -60 60 60 5.5 60- 46, 55 55 55 55 55 55 55 55'"- '55. 55 55 55 • 55 55 51 70 54 51 51 51 51 51 51 51. 51 51 51., 51 -51, 51 51 48 SO 62 48 48 49 48 48 48 48 4S 48 43' 48 48 48 48 43 100 77 43' 43 43 43 43 43 43' 43 43 -43 43. '43 43 1 43 40 40 40 4E1 40 40 40 40 40 40 40 1 40 j 40 120 92 40 40 40 0-30 ft. Roof Height F Table 1B: Rail Spans (i11) for Roof Slopes and Tilt Angles 20' to 36° 6063 Alloy Wind Load vult 110 115 120 125 130 135 140 " -145 LSO- 155- 160- 170 130 Ido qA 15.5 169 18.4 2.0.0 21,61 23.3 ' 25.1 `26.9 23.8 30,7- 32.8" 37,0 41.5 6.2Ps Ps -7.0 •7.6 -8.3 -9.0 -9.7 -10.5 -I L3 -123 -13.0 -13.3 '-14.7 16,6 -13.7 -46,2- -20.3 O 0 120 120' 120 120 120 118 112 - ''109 "' 103 99' - 95 89 83 - 78 10 8 112 111 110 .109 108 107 105 -104 -103 99 9S 89 93 78 20 15 89 89 89 39 89 89 88 83_ 37 87 36 85 S31 78 3 30 23 75 75 75 75 75 75 75 75 7S 75 75 75 74 73 Ec 40 31 66 66 66 66 66 66 66 66 66 66 66 66 _. 66 66 '; 50 39 66 60 60 60 60 60 60 60 60 60 60 60 60 60 R 60 46 55 55 1 55 55 55 55 55 SS S5 55 55 55 5.5 55 70 54 51 51 51 51 51 51 51 Sl 51 51 51. 51 51 51 80 62 43 48 43 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 Q- 40 40 40 40 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (9i 6) 536-9585 ,Rev. 12/31/2013 Page 6 t Series 100SnapNrack,% Structural Report and Calculations Pt Mounting Systems 0-30 ft. Roof Height 0-30 ft. Roof Height _ ,Table 1D: Rail Spans (in) for Roof Slopes and Tilt Angles 46° to 60° 6063 Alloy Table 1C: Rail Spans (in) for Roof Slopes and Tilt Angles 37° to 45° 6063 Alloy - Wind Load Wind Load Vult Vult 110 115 120 125 '130 .135 140 145 150 155 160 170 180 190 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 1.41.5 41.5 46.2 P6 PS -6.7 -7.3 -7.9 -8.6 -9.3 -10.0 -10.8 -11.6 -12.4 -13.2 -14.1 -15.9 -17.8 -19.9 0 0 120 120 - x 120. , 120 '126:- I ZO 1 16 - III ^ 106 102- 98 91 85 80 R. _10 $ 112" 111 110 ' .`IU9 Il18� IUI1 105 104?- 103 102. s48�� 91 85 - -80 m 20 15 .89 89 89 89 89., 89 88- `75 87 86 85 34 83. _ 80 82 30 23 75 7S 75 75 7.5--.1 _. 75 75 7S 75 75 75 -'75 74 '"' " 73 • 74 40 31 66 66 66' 66 66 66 66 66 66 66 66 66 66 66 66 50 39 60 60 60 60 60 y 60 -60' 60 60 60 60 - 60 60 60 0 60 46 55 55 55 ` 55' 55 55 55 55 55 55 55 55 55 55 V 70,_ 54 •sl SI 51 -51_ 51. 51 51 SI 51 -_ 51 51 ' 51 SI 51 51 -80- 62' 48 48 48" ' ---48 - _., 48 48 48 4g -c 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 1 40 40 40 40 40 0-30 ft. Roof Height _ r NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/3112013 P6ge 7 r ,Table 1D: Rail Spans (in) for Roof Slopes and Tilt Angles 46° to 60° 6063 Alloy - Wind Load Vult 1 110 115 120 125 130 435 140 145 1 150 155 160 170 L 180 190 qn 15.5 • 16.9 1$.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 4.9 -9.6 -16.3 -1.1.0 -11.8 -12.6 •13.4 -IS.2 -17.0 -18.9 0 0' ' 120 _ m .-120,-I-,120_ � 120;, F 18 - 1 15 113_ 110 107, 105 -101 --4i- d_10 10 :8 106 105 .104 -x102: ,_ IUI w ••100, 98 -_97.- e196-: '•--94 - «93=-•90 -88:__ • 82` Q 20 15 89 88 87 87 86 85 34 83 82 82 8I 79 77 76 30 23-175 75 .75- -'7S 75 75 75 74 74 73 72 _•7t 70 69 3 f 40 3l 66 66 66 66 66 66 66 66 66 66 66 65 64 63 50 1 39 60 60 60 60 60 60 60 60 60 60 60 60 60 59 60 46 55 55 55 55 55 55 SS 55 55 SS S5 55 55 55 70 54 51 51 51 51 51 51 51 51 51 51 51 Sl 51 51 $0 .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 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/3112013 P6ge 7 r 1 Series 100 M S napimrack, Structural Report and Calculations PV Mounting Systems 31-60 ft. Roof Height x 31-60 ft. Roof Height 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 9h 17.9 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 PB PS -12.3 -13.5 -14.7 -15.9 -17.2 -18.6 -20.0 -21.4 -22.9 -24.5 -26.1 -29.4 -33.0 -36.7 0 0 0 106 101 96 91 _ C7 83 80 '77 74 71 69 64 61 57 ¢ 10 8 106 101 96 91 87 S3 80. 77 74 71 69 64 61 57 20 15 89 89 89 89 87 83 80 ' 77 74 71 69 64 61 57 0 23 75 75 75 75 75 1 75 1 75 75 75 75 75 74 73 72 3 -30 23 75 75 75 ... 75. 75 75. 75 75 74 .71 _. 69 _ _.64 61 57 _ 50 40 31 66 66 66 66 66 66 66 66- 66 66 66 64 6l 57 60 50 39 55 60 60 60 60 60 60 • 60 60 60 60 60 60 57 70 60 46 51 55 55 55' 55 55 55 55 55 55 55 55 55 55 C7 70 54 18� 51 51 51 51 51 '51 51 51 51 51 51 _. 51 .51 100 80 62 43 ='48 -_48 ` 48' 48 ; 48 ` 48' 48 48 49 "48- 48 " `-49- 43 100 77 92 43 43 43 43 43 43 43 43 43 43 43 43 43 1 40 120 92 40 40 40 40 4U 40 40 40 40 40 40 40 4U 31-60 ft. Roof Height , 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 1 125, 130 135` -140 " 145 1 150 155 160 1 170 180 190 9h 17.9 19.5 2 11 1 23.1 24.9 26.9 28.9 31.0 1 33.2 35.4 37,8 1 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 -19.2 .21.5 -24.0 0 0 120-- 120 120 ._ :119 113• _ •LOS 103 99 95 91,. - - 88 - S2- 77 72 10 8 _110 }04- 10S _t07- ..106 - _ 1U44- _ 1T -99 _ 95 - 91; y88, . S2 -77 2� Q20 15 89 89 89 89 89 88 87 86 86 95 84 82 77 72 3 30 23 75 75 75 75 75 1 75 1 75 75 75 75 75 74 73 72 40 31 66 66 66 66 66 66 66 66 66 66 66 66 66 66 50 3960 60 60 GO 60 GO 60 GU GO GO GO GO 60 60 60 , 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 51 51 80 62 48 43 48 4S - 48 48 48 48 48 48 48 48 48 48 100 77 43 43 43 43 43 43 43 43 43 1 43 43 43 43 43 120 92 40 40 40 1 40 40 40 40 40 40 1 40 40 40 1 40 1 40 , NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 8 - Series 100: Sn� Nrack,,., 'Structural Report and Calculations : PV MQ1:11 i ng ySystems 31-60 ft. Roof Height 31-60 ft. Roof Height - 'Table 1H: Rail Spans -(in) for Roof Slopes and Tilt Angles 46° to 60` 6063 -Alloy Table 1G: Rail Spans (in) for Roof. Slopes and Tilt Angles 37° to 45° 6063 Alloy 3 s Wind Load ` • Vult- 110 115 120 125 130 135 -140 145 -150 155 160 170 180 190 Qn 115 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 19.5 Pg. PS -7.7 -8.4 -9.1 -9.9 -10.7 -11.6 -12.4 -13.3 _ -14.3 -15.2 -16.2 -18.3 -20.6 722.9 _r 0 0 120 120 120" "120 116' III 106 101` 97' ` 93 90 84 79 74 1.10- -.109_ IUB+ �LU7 y _106_ �1U4_, t@" :10 _ �7_ .x-.93 - ._90 - 84� 0 20 15 89 89 89 89 89 88 F 87' Sfi 86 - 85 '_84-' '101'" 100 " " 98 ..' 83-- -.79 "' 74.:-, 3 30 23 75 -75 75 ..75. 75 _ 75 75 .75 75 -75.- _75_u _74- -73._.._7'-. .20 40 31' 66 66 66 66 66 66 66 66., 66 66 66 GG G6 6fi .. 75 50 39 60 60 60 60 60 60 60 60 60 60- 60 60 60 60 0 60 46 55 55, 55 55 55 55 55 55 55 55 55 55 55' 55 V _ 70' 54 51 51 - 51 51 51 51 51 51 51 51 51 51 51 51 .SS 80 62 48 48 48 48 48 48 48 `.48 48 43 48 48 48 48 51 51 100* 77 43 43 43 43 43 43 43 43 43 43 43 43 43 43 48 1 120 92 40 40 40 40 40 40 40-- 40 40 40 40 . 40 40 40 31-60 ft. Roof Height - 'Table 1H: Rail Spans -(in) for Roof Slopes and Tilt Angles 46° to 60` 6063 -Alloy 3 s • Wind Load Vult 110 115 • 120 1 125 130 135 - 440 1 145 -1 150 7 155 = ' 160 -` 1,70-1 180' 190 Qn 17.9 19.5 21.2 1 23.1 24.9 26.9 28.9 1 31.0 33.2 -35.4" 37,8 42.6 47.8 53.3 P8 P$ -7,3 -8.0 '-3.7 9.5 -10.2' =11.0 -11.9 =12.7 -13.6 -14.5" ' -15.5 17.5 -19.6 ' -21.8 120' -119- -116- -113 110 '07^- 104= 1100 Y96� -%93 86� M- 7G- 0. 0 :120 103 '101'" 100 " " 98 97 -96- -94' ' 93 -° " 91 '" - 90 86 - "' 81 ` ` 76 10 8 104 .� .20 15 83 37 86 35 - 84 1 83 82 81 81 -- 80 - - 79 -77 -- 75 73 -30 23 .. 75 75 75 -75 75 74 73 73 72 72 7l 70 _ 68 67 40 31 66 66 66 66 66 66 66 66. GG 65 65 64 63 62 50 39 60 GO 60 1 60 60 1 60 60 60 60 60 60 60 59 58 0 +- 60 1 46 1 55 55 55 1 55 55 55 55 .SS 55 SS 55 55 55 54 70 54 1 51 51 51 1 51 51 51 51 51 51 51 51 51 51 51 80 62 '48 48 48 1 48 43 43 48 48 48 48 48 48 1 48 48' 100 77 43 " 43 43 43 43 43 43 43 43 43= 43- 43 43 43 120 92 F40 40 40 40 40 40 40 40 40 40 40 40 40 40 r NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 9 t 3 s r NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 9 Series 100 Structural Report and Calculations 6005 Alloy Rail Tables 0-30 ft. Roof Height SndoNrack- PV MOP 9 Systems 0-30 ft. Roof Height - Table2A: Rail Spans (in) for Roof Slopes, and Tilt Angles 0° to 19° 6005 Alloy - Wind Load - Vult 110 1 115 120 125 130•- 135 140 145 1 150 •155 160 170 180 190 Qh qh 16.9 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 1 28.8 30.7 32.8 37.0 • 41..5 46.2 N P9 « Ps •=10.7 -11.7 -12.7 -13.8 -14.9 -16.1 -17.3 -18.6 -19.9- ' =2 1:2 -22.6_ -25.5 -28.6 -31.4 00 0 0 140 1,12 125 119 114 109 .104 100 `16 93 89 84 79 74 a 10 8-1- 137 132" 125. 119"1 114- -109-- 10-4 100- 96 --93 ' 89 84 79 74 - o ^ 20 15 1 106 .106 106 106. 106 106 1 104 1 100 96 93 .89 S4 79 74 3 30 23 1 90 90 90 90 90 90 90 1 90 90 90 99 84 79 74 ' rn 40 31 79 79 79 79 79 79 79 79. 79 79 - 79 79 79 74- 50 . 39.._ 72" 72 72 72 72 72 72, 72 72 72 72 72 72 12 2 60 46 66 66 66 66 66 - 66 66 66 66 66' 66 66 66 66 0 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 8Q 62 58 58 58 58 . 58 58 58 58 58 58 58 58 58 S8 IOO 77 52 52 52 52 52 52 52 .52 .52 52 52 52 52 1 52 120 92 43 48 48' 48 48 48 48 48 43 48 48 48 43 48 0-30 ft. Roof Height - - NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31f2613 Page 10 4 Table 2B: Rail Spans (in) for Roof Slopes and Tilt Angles 20° to 36° 6005 Allay Wind Load Vult" -110 115 120 12S' 130 135 140 1 145 156 155 1 160 '170 !30 150• Qh 15.5 16.9 13.4 20.0' 21.6 23.3 25,1 26.9 28.8 30.7 -32.8 37.0 1 41.5 46.2 P9 N .7.0 7.6 4.3 .9.0 .9.7 -10.5 -11.3 .12.1 -17.0 •13.8 -14,7 {6.6 -18.7 -20.8 00 144 144 144 144 -144 141 135- ` 129 124 119 114 107 i00 94 10 8 134 1133- -, 132 130 -129 128. 127. .125 -124- _ 119, .. -114 107 -100 94 . p 20 -15 106 106 106 106 106 106 106 105 105 104 _ 103 101 _100 _ _ 94 30 23 90 90 90 90 90 90 90 90 90 . 90 90 90 89 38 rn 40 31 •79 79 _ 79 79 79 79 79 79 79 79 79 79 79 79 SO 39 72 72 72 72 72 72 72 72 72 72 72 72 - 72 .72 2 60 46 66 66 66 66 66 66 66 66, 66 66 66 66- 66 66 0 70 54 62 62 62 62 62 62 62 - 62 62 62 62 62 62 62 80 62 58 S3 58 53 58 58 58 58 53 53 58 58 53 58 100 77 1 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 43 43 48 48 43 48 48 43 48 43 48 48 - NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31f2613 Page 10 4 6 M Series 100N rel Snap C kt4,- Ctrnrhiral Renart and Calculations PV mountina Systems 0-30 ft. Roof Height ti _ 7 0-30 ft. Roof Height Table 21): Rail.Spans (in) for Roof Slopes_and'Tilt Angles 46° to 60*.- Table 2C: -Rail Spans (in) for Roof Slopes and Tilt Angles 37° to 45° 6005 Alloy - Wind Load,' Wind -Load _ - Vult 110 115 120 125 130 1 65 140 145 150' i55'-. 160 170 180 190 490 qn 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 46.2 Ps PS -6.7 . -7.3 -7.9 -8.6 =9.3 -10.0. -10.8- -11.6 -12.4 -13.2 -14.1 -15.9 -17.8 -19.9 Q. 0 0 144' `"144 144 144 '144 ,:.130_ ...129.. 1.14 _-L28-Z" L28 1.39 133 =125 127 121,. 122 -:118 109 102 ,, _ �IL�� ;11§� -- 109 +102_ 46 - 9(, LO._ .8' _ 134 133. I3� _ ;•32i- Q 20 15 106 106 106 106 106 �I06 106 . 105 105 104 " 103 .-. .'101: 100_ 96_. as 30 23' 90 . .- , 90 90 - 90._ 90 90- 90 90 90 90 .90 - 90 89- 88 _ r= . 40 31-179 79 79 _79 79 79 79-- 79 79 79 79 79 79 79 34 50 39 72 .72 72 72 72 72 72 72 72 72 72 72 72 72 77 76 46 66 66' 66 66 66 x'66 66 66 66 66 66 66 66 66 72 71 54 62 6_ 6_ 6_ 6_ 6_'• •6_ 62 66 G_ 6_ 6_' 6_ 62 66 19�60 .�25_ - - 58 Sg ` -_58_. _5� ' `• 58 53 6_ " 58 58 &43 62 o 6_ 6_ o 6_ G_ 77 52 52 52 52 - 52 52 52 52 58 53 52 52 52 • 52 52 S8 58 92 48 48 48' 48 48 48 43 " 43 ' S2 52 48 48 48 48 43 _ 7 0-30 ft. Roof Height NSSE 5022 Sunrise Boulevard flair Oaks CA 95623 (916) 536-9585 Rev. 12/31/2013 Page l i Table 21): Rail.Spans (in) for Roof Slopes_and'Tilt Angles 46° to 60*.- 6005 Alloy - Wind Load,' " _ - Vult ll0 115 120 125' 130 11 135-' 140 1 -145 1 150 ISS 160 -170 180 490 qh MS 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 Pg Ps -6.3 -6.9 =7.6 -8.2 -39 '-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 1.26., 121 113 - 105 - 99 _ Q10 g 138 126 124 123 - `Y 121 -<° 120 11S �103r J -116- Ili -113 ' :- 112!,: 109 � . 105 99 `' 106 106 105 104 102 101 100 99 93 97 95 93 91 D 90 90 90 90 '-90 90 90 89 88' 83 87 85 34 82 3l 7979 79 79 79 -79 79 79 79 79' 78 77 76 39 i2- 72 72 72 72 72 72 72 72 72 72 72 72 71 j]*2l5 4G66 66 66 66 66 66 66 66 66 66 66 66 66 66 6_ o 6_ 6_ G_62 6_ 6_ 62 o 6_ 6_ o 6_ G_ G_ ..54 6_ 62 58 58 58 58 58 53 58 58' S8- 58' S8 58 58 77 52 52 52 52 ' S2 52 52 S2 . 52 52 52 52 52 52 92 43 4S 48 48 48 4S 48 48 48 48 43 48 48 48 NSSE 5022 Sunrise Boulevard flair Oaks CA 95623 (916) 536-9585 Rev. 12/31/2013 Page l i ..�wvY x P.".•��Y ,}� .6 tn+r-�-attf rwaw--►./�.•v..0--.r-. - _ - __w.-4- �.�Y.+IN�. .rrY�•�Y .Y•.. .-- �`.w• Series 100" Sn'apNrack,- Structural Report and Calculations PV Mounting System 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 6005 Alloy - - Wind Load Wird Load Wit 110 115 120 125 130 135 140 145 150 155 160 170 180 190 190 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 42.6 P9 P5. -12.3 -13.5 -14.7 -15.9---17.2 -18.6 -20.0 -21.4 ---22.9 -24.5 -26.1 -29.4 -33.0 -36.7 -19.2 0 0 128 121 115 1119 105 100 96 92 89 86 83 77 73 69 n 10.•;8. 20 128 121 115 109 105 100 96 92 89 86 83 77 73 69 o, 20 15 106 106 106 10;[48 90 100 96 92' 89 86 83' 77 73 69 "j 30` 23 90 - -90 90 90 79 _ 90 90 90 89 86- -83 77 73 69 - 79 40 31 79 79 79 79 72 79 19 79 79_ - 79 79 77 ' 73 69 c 50 39 72 72 72 72 Eli 72 72 72 72 72 72 7L 72 69 a 60 46 66 66 66 66 62 66 66 66 66 66 66 .66 .. 66 66 62 ' 70 54 62 62 62 62 58 62 62 62 62 62 62 62' 62 62 ' 58 80 62 58 58 58 58 52 58 58 58 58 58 58 58 58 58 52 100 77 52 52 52 52 48 52 52 52 52 52 S2 52 52 52 48 120 92 43 48 48 48 48 48 48 48 48 48 48 .48 48 31-60 ft. Roof Height Table 2F: Rail Spans (in) for Roof Slopes and Tilt Angles 20° to 36° 6005 Alloy - Wird Load Volt 1 110 115 120 125 130 135.. i40 145 -150 155 160 170 _180 - 190 9h 17.9 19.5 21.2 23.1 24.9 26.9 1 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 PS Pa -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 0 , 0 -;144' :,144.. _„:144 x-142 :135... 129 '-:123;; :-Its- --114- x::109,. � 105 i , -98--' i.92: 57,. Q 10 8 -132- --131.-• - 129-1-1291 -127- .125- 123 ---t4frs- .114- x-109- .,105 . --98 --93-- --.87 - 20 15 106 106 106 106 106 105 105 104 .,_ 103 102, 101 98 92 87 30 23 90 90 90 90 90 90 90 90 90 90 90 89 87 86-- h 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 60 46 66 66 Eli 66 66 66 66 66 66- 66 66 66 66 66' C7 70 54 62 . 62 62 62 62 62 62 . 62 62 62 62 62 62 ' 62 80 62 5S 58 58 58 58 58 58 58 5S 58 58 58 58 38 100 77 -52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 1 48 48 1 48 48 48 48 48 48 41 48 48 Series , 100 SnapNrack Structural Report and Calculations PY Mounting Systems 31 -60 -ft. Roof Height 31-60 ft. Roof Height Table 2G: Rail Spans (in) for Roof Slopes and Tilt Angles 37` to 45' 6005 Alloy Wind Load Vult'' I10 115 120 125 130 1 135 1 140_ 145 150 155, 160 170 1 180 1 190 160 Qh- 17..9 19.5 21.2 23.1 24.9 1-26.9 128.9 31.0 33.2 35.4 37.8 42.6 1 47.8 1 53.3 28.9 PS js -7.7 -8.4 -9.1 -9.9 -10.7 1 -11.6 -12.4 -13.3 -14.3- -15.2 -16.2 -18.3 -20.6 `=22.9 -10.2 0 0' r144` 144 144" X144 139 U3' 127' 122' 117 "112 108 1111 94'' 89 - y144� ..- ....- _. ISI _129: .128; 27-- -125;- _124:, :122; : ` 117 -112! _,1118 �I01_ F94� ,..132 ,.,1 o RS'),' c20 129. 15 106 106 106 106 106 105 105- ';'104; ;.103 I(12.. ' ,IOIr, '99 94" 89 - 3 30 23 90 90 .90• , 90 90 90 ; 90 _ -•90 90 90 96 R9 87- 86"+ lot 40 ..31. _ 79 79 79 79 .79 ,,�79 79 79 79 79 79 79' X79 79 90 50 39 172 ' 72 72 72 72 72 72 72 72 72 72 72 72 72 60 46 1 66 66 66. 66 66 66 66 66 66 66 66 66 66 66 50 70 54 1 :62 62 62 • 62 62 62 - 62 62 62 62 62 62 62 62 _ 80 62" - 58 _ -a _ . 58 S$ 58 53 :. 58._. ,..SS 58 .. 58 58- . ,53 _ ..., 53.S8 .. 66 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 62 120 92 48 43 48 48 48 48 48 48- 48 48 48 48 48 48 31-60 ft. Roof Height NSSE • r ' 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 13 Table 2H: Rail Spans (in) for Roof Slopes and Tilt Angles 46° to 60° 6.005 Alloy Wind Load - Vult 110- 11S_ . 120. _125 130 135 .140 145 I50 ISS 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 P8 Ps -7.3 -3.0 -8.7 -9.5 -10.2 -11,0 -11.9 -12.7 AM -14.5 -15.5 -17.5 -19.6 -2L3 0' .0 144. y144� 143 -.,139 -.136 132- 129. 125;. • 120. .115 1II.. 104 �97.. 91. 10 $ 8 125 123 X122 „YI'_0 „ lIS �II6 I15 113 _ IIIc tl0, x 108 .''104 97 ' 9) '. 20. 15 105 104 103 102 lot 100 99 98 97 96 95 92 90 88 30 23 90 90 90 90 90 39 83 87 87 86 85 83 82 8o 3 40 79 ' 79 79 79 79 79 79 79 79 78 77 76 74 50 72 72 72 72 72 72 72 72 72 72 . 71 70 69 0r76 66 66 66 66 66 66 66 66 66 66 66 66 65 t7 R6258 62 G2 G2 G2 62 62 62 62 62 62 62 62 62 58 58 • 58 58 58 58 58 S8 58 58 58 58 58 52 52 52 52 52 52 52 52 52 52 52 S2 52 120 92 4348 48 48 48 48 43 4S 48 48 48 1 43 48 48 NSSE • r ' 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 13 Series 100 _ SnapNrack' � Structural Report and Calculations PV Mounting Systems Rail Testing The aluminum rails have been designed in accordance with the 2010 Aluminum Design Manual (ADM) as referenced in. the TBC. 'Testing was conducted per'the standards set forth by the TBC 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.- - Racking 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-DO1), Standoff (PEN -D02, D03), Seam Clamp (PEN -D04) Corrugated Block (PEN -D05), Metal. Roof Base (PEN -D09, -D10, D1 l,'Dl2) 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 %" 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 %a-20 lag bolts with. ialinimum 1.25" embedment. 1n addition, SnapNraek's Tile Roof Hooks (Drawing PEN -D13,,D1.4) are also acceptable attachment components when -the following limitations are followed: l:- tile roof hooks have; been reviewedup to 120 mph, Design: Wind Speed 2. rail span is limited to 6 feet with. tile roof hooks NSSE 5022 Sunrise Boulevard fau Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 14 V. Series 100 Sn[P,�,�' rae.kiW �.iP Structural Report and Calculations 4 V PvlounOng Syzstam Summary Charts and Topographic Factors 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 l.00lci .g 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 edge 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 * LBH. 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. �- ENUFDGF ZOvF rA ,aC; X� ZONE 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 Structural .Report and Calculations Site Specific Analysis SnapNrack PV,M"OU1.1tin System's 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 7-1.0 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 spading 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 roofing or roof framing to support the new loads imposed upon them by the new system; no does it address the new localized forces between the roofing and the roof frarni:n:g 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) 536-9585 Rev. 12/31/2013 Page 1.6 Series 100 SnapNrack- Structural Report and Calculations PV Mounting t" g ystems Please note that all sizes, materials specifications, and weights have been provided by SnapNrack. Installation must be in accordance with SnapNrack drawings as noted: Drawing Title Revision S100 -D01 F S100 -D02 F S100 -D03 F S100 -D03 F S100 -D04 F S 100-D05 F _ .. 5100-D06 S100 -D07 F S100 -D08 F 5100-DO9 F 5100-D10 F S 100 -DI 1. F PEN -D01 F PEN -D02 "- F PEN -D03 F PEN -D04 F PEN -DOS F PEN -D06 F PEN -D07 F PEN-DO8 F PEN -D09 F PEN -D10 F PEN -D11 F FEN -D12 F PEN D13 F PEN D 14 F Please see SnapNrack plans for limits on the bolt parameters. Torque all 5/16" diameter hardware as specified in ShapNrack's plans (10-16 ft -lbs for Silver Stainless Steel and 7- 9ft —lbs for black Stainless Steel, unless otherwise -noted). All waterproofing, roofing and drainage issues are the responsibility of SnapNrack's customers) otherwise known as the contractor(s) or the professional solar installer(s). Please let us know if you have any questions. Norman Scheel PE, SE LEED-AP BD+C, LEER -AP Homes Fellow SEAOC Fellow A.S.C.E. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 17 Series 100 L TM Wind Design ASCE 7-10 Main Force Resisting System Snap.Nrack 6063 Alloy Rail PV Mounfi-ng Systems Nlean Roof Ftei& 0 io 30 ft Velocity Pressure,28.3.2 ASCE 7-10 Risk Category: 11 (Table 1.5-2) q; = q,, = 0.00256 k, k.,t kd V2 Wind Exposure Category C kz = 0.98' -Velocity Pressure Exposure Coefficients (Table 26-8-1) _K„ = 1.00" Topographic Factor (Fig. 26.8-1) _ K,I = 0.85 Wind Directionality Factor (Table 26.6-1) Velocity Pressures Wind Speed 110 115 1.20 125 130 135 140 145• -150 155 160 170 180 190 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 18.42 19.99 21.62 23.32 25.08 26.90 128.79 30.74 32.75 36.98 41.46 46.1.9 P = qh I GCpf - GCpj i qh = Velocity Pressure (pst) GCPi = +/- Internal Pressure Coefficient GCpf = External Pressure Coefficient ,Vvres 1) GCpf equal + - 0.10 based nit published tiara fr•oin the Solar America Bnard fir Curies and Standards. ) Wind Exposure B and C eoveml . in this deeuntent, NSSE 5022 Sunrise Boulevard Fair Oak- CA 95628 (916) 536-9585 Page C I of C64 GC r 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 -0.53 t/12 4.8 -0,69 -0.37 -1.07 -0.53 2/1.2 9.5 -0:69 -0.40 -1.07 -0.53- 3/12 14,0 -0.69 -0.44 -1.07 -0.53 4/12 1.8.4 -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 -0.1.9 -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 -0.53 12/12 45.0 0.21 -0.43 0.27 -0.53 21/12 60.0 0.32 -0.41 0.40 -0.51 ,Vvres 1) GCpf equal + - 0.10 based nit published tiara fr•oin the Solar America Bnard fir Curies and Standards. ) Wind Exposure B and C eoveml . in this deeuntent, NSSE 5022 Sunrise Boulevard Fair Oak- CA 95628 (916) 536-9585 Page C I of C64 Series 100 SnapNrack- Wind Desi n ASCE 7-10 Main Force Resisting System Design g y PV MDU11t1t1 Systems 6063 Alloy Rail y C Mean Roof Height 0 to 30 ft C 0 f:Kaau' Free Claw : G ' �'taj•e Transverse Direction 4F J 0 � P .r.o ie s.naa.•rt. _.� � i � tE 0 G. 0 •E Longitudinal Direction Zone Locations Main Force Resisting Systems ASCE 740 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page C2 of C64 Series 100a rack, Wind Design ASCE 7-10 Components and Cladding Walls Sn' 6063 Alloy Rail PV Mounfing Systems Mean Roof Height 0 to 30 ft Components and Cladding Low -Rise Buildings. ASCE .7-10.30.4-1 qh = Velocity Pressure (psf) P = qt, f GCp - GCP11 - - _ GCv; _. +/- Internal Pressure Coefficient _ GCP = External Pressure Coefficient - _— 10 500 Yu hl ei -t.a (40 0.4 o' U)0 D _. 42 CL +0:4 is 40.6 GC Walls (Fig. 30.4-1.) Slope in Degrees Zone 4 Zone .5 Zone 4 & 5 0 t0 10 -1.00 t 0.91. 10 t0 45 -1.10 -1.39 -1.00 +1-0 tj -12 a f 10 20 50 100.200 5001000 (a.1) (0.9) (1.9) (4.6) (43) (16h) (4&5)(VS) Effective Wield Area, ft 2 (M2 Notes !) Roof slopes ,from a" to 45 2) {Find loading• from 110 mph to 190 rnph 3-s Gust. 3) Edge distance a = 0.1 ¢ 01-1 (Least Horizontal Dirnension) 4) Based on an area equal to the rnaeiintant greet gf'one 39"x 78" PC/pane! NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page C3 of C64 Series 100 SnaNrack- Wind E 7-10 Com onents and Claddin Roof P Design ASC p g 0 to 7 degrees for 6063 Alloy Rail PV Mounting Systems __ .. i.can Root neignt Components, and Cladding Low -Rise Buildings ASCE 7-10 30.4-1 qh- = Velocity Pressure (psf) P=gn[GCP-GCP.1 - - GCP; _ +/- internal Pressure Coefficient GCP = External Pressure Coefficient _ �.. 10 . t 00 -•- - a-2 - - _._..:. 24 EffectWe %Vlnd Area, ft2. l ) GC Roofs Fig. 30.4,2A Slope in Degrees Zone 1 Zone 2 Zone.3 Zone 1,2,3 0 to 7 -0.99 -1.71 -2.59 0.29 lvotm 1) Roof slopes front 0 ° to 45 2) Wind loading from I10 mph to 190 mph 3-s Gust. . 3) Edge distance a= 0.1 * LDFi (Least Horizontal Distension) 4) Based on an area equal to the nutrimtrm area of one 39"x 78" Pl/pmtel NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page C4 of C64 a �.' ,tA •t.e CD 4b U •1.4 kwli a, +2! -1.0 44 E os M0 � � e� 42 ! � � .`0a..3 AA -i .08 i f0 20 50 100 200 5001000 169 M M iSAM (x851491 EffectWe %Vlnd Area, ft2. l ) GC Roofs Fig. 30.4,2A Slope in Degrees Zone 1 Zone 2 Zone.3 Zone 1,2,3 0 to 7 -0.99 -1.71 -2.59 0.29 lvotm 1) Roof slopes front 0 ° to 45 2) Wind loading from I10 mph to 190 mph 3-s Gust. . 3) Edge distance a= 0.1 * LDFi (Least Horizontal Distension) 4) Based on an area equal to the nutrimtrm area of one 39"x 78" Pl/pmtel NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page C4 of C64 Series 100 Snapi'v'rackm Wind Design ASCE 7-10 Components and Cladding Roof 7 to 27 degrees for 6063 Alloy Rail PV Mounting Systems :"lean Roof Height 0 to 30 ft Components and Cladding Low -Rise Buildings ASCE 7-10 30.4-1 q,, Velocity Pressure (psf) P_= Ali, [ GCp - GCpi l - - GCP; _ +/- Tnternal Pressure Coefficient GCP = External Pressure Coefficient _ Qi ill ai a.Id -I-at _F c � ♦ _ _ 2._ ,. r' to _.•• _ 2 6% O �' - �---jal--_ GC Roofs "Fig. 30.4-213 _ Slope in Degtees Zone 1 ` Zone. 2 Zone,3 Zone 1;2,3 7 tO 27 -0.89 -1.64 1 -2.53 1 0.48 In y -IA s>•auuo rV`otes ---- * � >iln • f � Z �L�� r as t i r t M t t ¢ t s� 34"x 78" PG panelt t t , � i " - � t to Zn sa 4ao 2ao eoot= t20 c; c � ♦ _ _ 2._ ,. r' to _.•• _ 2 6% O �' - �---jal--_ GC Roofs "Fig. 30.4-213 _ Slope in Degtees Zone 1 ` Zone. 2 Zone,3 Zone 1;2,3 7 tO 27 -0.89 -1.64 1 -2.53 1 0.48 N SSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page C5 of C64 y -IA s>•auuo rV`otes =u. >iln 1) Root*slope.s,irottt 0° to 45" . - � Z �L�� M as _ 3) Edge distance a = 03 a LDH (Least Ilorizontal Dimension) M M t 4) Based on rut area equal to the axrvintuttt area of oneUj 34"x 78" PG panelt 4®'t t N SSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page C5 of C64 y -IA rV`otes =u. .0 1) Root*slope.s,irottt 0° to 45" ao np � Z 3) mind loading• front 110 rnph to 190 tnph 3-s Gust. M as 3) Edge distance a = 03 a LDH (Least Ilorizontal Dimension) M t 4) Based on rut area equal to the axrvintuttt area of oneUj 34"x 78" PG panelt 4®'t t to Zn sa 4ao 2ao eoot= t20 M Rel t1-4 M 40 (6t9( ! Efiecfcte WNW Arm R 2(m2) N SSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page C5 of C64 -- _._tine. „R. _.�-.._� .-z� __„__,___�:R• _��.__:_ :,.�.__��_ . .-�z_ v=_____. • _.�,_, � z_.- . �.__- _ _.��,. Series 100 SnapNrack Wind and Claddin Roof Destgn ASCE 7-10 Components g 27 to 45 degrees for 6063 Alloy Rail PV Mounting Syst s 1tMean Roof Height 0 to 30 ft Components and Cladding Low -Rise Buildings ASCE 7.40.30.4-1 P = q,, [ GCp -GCP; ] 4n = Velocity Pressure (psf) GCP; _ +/- Internal Pressure Coefficient GCP = External Pressure Coefficient a 1 r t? Q a 1 i I 1 i �I� _. ` 2 2 GC Roofs Fig. 30.4-2C Slope in Degrees Zone 1 Zone 2 Zone 3. Zone 1,2',3 27 tO 45 -0.98 -1.18 -1.18 0.89 Notes 1) Roof slopes front 0 ° to 45” 2) Wind loading,from 210 mph to 190 nnph 3-s Gust. 3) Edge distance a = 0.1 ° LDH (Least Florizontal Dimension) 4) Based on an area equal to the maximum -area of one 39"x 78" PV panel V i tE}0 0 iU 4 •1.2 4.0 -as 4oe 4.9 t to 20 5o too 200 sWte00 0111 RA (1.41 t4k *. (1"1 (44M Ettedive wind Area, It, (MI) NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page C6 of C64 - Series 100 Sna- pNrack,- " Seismic Design ASCE 7-10 Chapter l l and 13 6063 Alloy Rail f -` VV ' i 6f4'ir U' ysioins Mean 1166f Height 0 to 30 'ft . ASCE 7-10 Seismic Design Section 13.6.9 " Site Classification D Default "D" Seismic Use Group 11 Table 1 1.5- i- Rp _ _15 Input from Table 13.6-1 ASCE- 7-10 _ AP = 1.0 Input from Table 13.6-1. ASCE 7-10 1P _ ."z-: __ - 1.0 Input from Table"11..5-1 ASCE 7-10 S� = 3.0 Input from USGS Program S1 _ 1.5 Input from USGS Program Fn = 1:0" Site Coefficient Table 11.4-1 F,• _ - 1.5 Site Coefficient Table 11..4-2 Sou = 3.0 ASCE 7-10 Section I L4.3 Smi— _ 2.3 .ASCE 7.10 Scefion 11.4.3 SdS _ 2.0 ASCE 7-10 Section 11.4.3 Sdi = 1.5 ASCE 7-10 Section 11.4.3 . z = 30.5 Height -at point of Attachment h = 30.0 Average Roof Height of Structure (ft.) Fn = _ 0.97 Wp F, ,�. _ ... 3.20' - Wp (Eq.13.3.1) 0.60 WP 0.4 by Soy W„ z Fp.= (1+2 ) h Use F _ 0.97 WP � IP (Eq. 13.3.2) FP =1.6 Sw Ip WP Max (Eq. 13.3.3) FP = 0.3 SDs 1P WP Min Vertical Accelerations 0.20 ( Sds) WP i�'otes t j Based on an average deal load 91.4 psf the anticipated ntarinuun seistnic load is app•oxhnate(y 4 psf With it vertical accelerations of 1.6 psf ivind loads govet•n the design of the Pvsystem. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page C7 of C64 Molded Nonmetallic_ hinction-Boxes 6P Rated- { It's another first from Carlon® - the first nonmetallic junction boxes UL Listed with a NEMA 6P rating per Section 370-29, Except on of the 1999 National Electrical Code. Manufactured from PVC or PPO thermoplastic molding compound and featuring gasketed lids attached with stainless steel.screws, these rugged enclosures offer all the corrosion resistance and physical properties you need for direct burial applications Type 6P enclosures are intended for indoor or outdoor �-- use, primarily to provide a degree of protection against contact with enclosed equipment, falling dirt, hose - directed water, entry of water during prolonged ' - submersion at a limited.depth, and external ice formation. All Carlon Junction Boxes are UL Listed and maintain a " - minimum of a NEMA Type -#4x Rating. Parts numbers with an . asterisk (*) are UL Listed and :maintain a NEMAType 6P: - ,- Rating. Except where noted LISTED by t E42728 E110981 - submersion at a limited.depth, and external ice formation. All Carlon Junction Boxes are UL Listed and maintain a " - minimum of a NEMA Type -#4x Rating. Parts numbers with an . asterisk (*) are UL Listed and :maintain a NEMAType 6P: - ,- Rating. Sae in Std. .. Material Std Inches Ctn. Min Min. Min. Min. ' Ta I Tc ^ Thermo On. Part Na H x W x D AT AS B C Typical PVC, plastic Wt (Lbs) E989NN1-CAR* - 4 2 4 x 2 5 - -3111% " 35/8 N/A 2 , 160; ` 155 ` X -- 3 ' E987N-CAR* 4 x 4.x 4 5 311/16 31/2 N/A 4 _ .160 .155 X 4 _ tE989NNR-CAR* 4 x 4 x 6 4 311116 33/8' N/A 6 .160 .200 X 5 E989PP1-CAR* 5 x 5 x 2 4 411116 41/2 N/A 2 .110 .150 X 3 E98711 CAR* 6 x 6 x 4 2 ..- 6 5518. N/A 4 ..190 .190 X _ 3 E989RRR-UPC* 6 x 6 x 6 8 55/s 53/8 N/A 6 .160 .150 X 14 E989N-CAR 8 x 8 x 4 1 8 8 N/A - 4 .185 - .190 X 2 i E989SSX-UPC 8 x 8 x 7 2 721132 75116 N/A 7 .160 .150 X 6 E989UUN 12 x 12 x 4 3 115/8 111/2 11118 . 4 .160 1 .150 X 12 E9_8911- UPC 12 x 12 x 6 2 1115/16 11718 117/16 6 265 .185 X 10 Made in the U.S.A. www. carlon.com t� • 0 . I 6., 6.15' a I Box (Side. View) k o fi -- 0.210" 0.370" -1 — 5 3/8" i O -�----- 4.4" Lid (Side View) ° 1� 43!6" f I ' UL Listed 4.4" 4" 1 Lid (Top View) 0 3V8 Murine Listed 4" ---..J Lt . R 1/4 UL File # E205935 (QCUP) UL Control # 92CM 0 i Material is Frigid PVC o 0.160" R 3/16 ` 91.8 cru in Volume (1505 cu cm) Box (Top View) i Screws are Zinc Plated Steel Gasket is neoprene i Gasket (Top View) �L LIMB I CANTER. N8ry 1/2" i INC. Rxt worth, TEXAS Gasket (Side View) Junction Box 4 x 4 x 6 I ' Drawn By: Scott Frank DatEa: 8-92-200 5133707 . t UL listing for cantex j box.jpg z s v I LD 111,10-7k tf,'E)i � ��E..l,. i - ►fid'/' - .. Cellular LTE —The smart meter for the smart grid,'the OpenWay CENTRON, is now available With'an- 'LTE Itron Cellular Module (ICM). This integrated OpenWay Cellular solution provides a Y = ,complementary communication pathway by incorporating'WAN functionality_-urider�. r the OpenWay CENTRON meter cover -to connect the meter directly to the OpenWay-- Collection penWay:Collection Engine via a'public wireless network. The OpenWay CENTRON Cellular LTE FEATURES AND BENEFITS Automated Interval Data/Energy takes advantage of new advanced 4G Usage Retrieval LTE networks. This results in more Flexible Two -Way Communications „ Receive and transmit meter interval efficient coverage, higher bandwidth and Execute all supported reading, data for up to four unique energy values longer network longevity. The OpenWay configuration and firmware download in intervals.as small as five minutes. CENTRON Cellular LTE includes both a - functionality through user -configurable Recorded events and exceptions with- ZigBee® wireless component and an LTE schedules controlled by head -end meter each interval are also transmitted to the ICM that can be tailored to fit your unique data management software head -end software, which interprets needs. The module comes factory installed » Acquire readings on an on -demand basis them and logs appropriate messages within the OpenWay CENTRON meter—the when necessary (such as time adjustments) solution ships as one complete unit, ready for field deployment. - SPECIFICATIONS Pushing Intelligence to the Edge »` Enable future applications in edge intelligence by utilizing on the newest Itron Riva technology platform. By pushing computing power to the edge devices, closer to where problems and opportunities occur, we enable faster, better decision making. _ Automated Register, Self -Read and TOU Retrieval » Configure the module to. read and transmit totals, self -reads, maximum demand, time -of -use (TOU) and critical peak pricing (CPP) values Demand Reset Capability » Perform demand resets, over the network or locally via to_ _ _ tools or the _ demand resert switch Power Outage and RestorationWarms » Transmit a real-time "last gasp" notification when detecting an AC power - - 'outage with built=in ultracapacitor energy storage. The meter then notifies the head -end when the AC power is restored Service Diagnostic and.Tamper Detection Alerts » The OpenWay CENTRON Cellular 'LTE can detect and report exceptions,for _ meter inversion, meter removal',, reverse. energy flow and power outages. The OpenWay CENTRON Cellular LTE architecture provides the power outage notification (PON) and tamper associated with a meter removal immediately upon power down. This results in two exception messages upon power down, PON and Removal tamper. Secure Boot » The OpenWay CENTRON Cellular LTE has the capability to validate digital signature prior to uploading and applying any new -ICM firmware. Bi -Directional Metering » Support bi-directional net metering with the OpenWay CENTRON. Both received and delivered data metrics are stored in the meter and can be sent to the utility as needed to support green - credit electricity programs for consumers who own renewable energy facilities or participate in vehicle -to -grid systems Automated ID Tracking » Attach barcode labels and important identifiers (such as the ICC -ID / MS - ISDN) to the integrated module for tracking and troubleshooting purposes On -Demand Reads for Move In/Outs and Remote Disconnect » Remote disconnect available on all singlephase Class 200 devices • t» Perform remote disconnects through the Collection Engine by retrieving a final read for a customer and then an initial read for a subsequent customer » Allow service to be disconnected or reconnected remotely as well via a load -limiting service switch in the meter, eliminating. the need to roll a truck to tum service on or off 900 MHz ERT Reader _ » Collect Encoder Receiver Transmitter (ERT) from 10OG DLS Gas Modules. The ICM can collect consumption data ..and tamper counts from nearby 10OG ERT modules and report this back to the Collection Engine:and other upstream systems. Clock Synchronization Synchronize the meter clock automatically when time deviation falls within a user -defined boundary Integration & Installation » Ensure simplified installation in the field. The ICM is a fully integrated, under - the -cover option installed within the OpenWay CENTRON. The solution is shipped from the factory as one complete unit with the module installed, ready for field deployment. 5 HARDWARE - CPU board (CPU) 32-bit ARM processor, 128MB RAM, 256MB flash Capacitor Storage Bank (CSB) Supplies power for data transmissions and all functions for outage notification ICM Modem Modem communicates with head -end using LTE and SMS Services ZigBee Transceiver Enables communication with Home Area Network (HAN) devices Singlephase: Flexible dual frequency on board internal antenna for the modem and ERT available on all Internal/External Antennas forms. Polyphase: Multi -band internal antenna with diversity. External Omni Directional antenna for modem available on all polyphase forms. Tilt Detector Detects unauthorized movement or removal of the device INPUT/OUTPUT SIGNAL ICM Power Input Voltage Singlephase: 120-240 VAC I Polyphase:. 120-480 VAC R Capacitor Storage Bank (CSB) _ 3.3V / TTL compatible asynchronous ERT Reader 900 MHz radio supports 100G Gas and, 100W+ Water endpoints VERSION AND COMPATIBILITY Meter. Hardware Version _ -3.1 Meter FirmwareVersion. Singlephase: SR 6.1 or higher I ,Polyphase: SR 6.6 or higher OpenWay Tools Compatibility Singlephase: 4.00.91 or higher I Polyphase: 4.20.00 or higher _.OpenWay_Collection.Engine Compatibility- Singlephase: _SR.6.1_or_higher:J.Polyphase:.SR.6.6.ochighery ----SPECIFICATIONS..-- 7..�-� Regulatory and Industry Specifications Humidity Range' Carriers Supported FCC Part 15.CIns; B b 0% to 95% non -condensing » Verizon Wireless _ b ANSI C37.90:11 1989: (SWC) , . Accuracy - - _ _ » . Rogers Wireless _ ANSI C12.20�(Class 0.5) -1998 b Meets ANSI 12.20 for accuracy ° PTCRB Certified class 0.5% (Singlephase),,.and 0.2% Network Carriee..Certified _ (Polyphase) ))- Measurement Canada Certified- n Optional Singlephase`Ad'der: 0.2% :. - - _ _ - .... ° Industry Canada Certified Accuracy Class • UL2735 Supported Meter Forms . Temperature Range: _ Singlephase without Disconnect Operating: [-40°C, +85°Cj CL 200: 1S, 2S, 12S; -25S -Transmission (wireless): [-30°C, +70°CJ » CL 320: 2S Singlephase with Disconnect _ ` CL 200: 11S, 2S, 12S', -25S Polyphase CL 20: 3S, 4S, 9S, 9S/36S, 45S CL 100: 1S CL 200: 2S, 12S, 16S _ CL 320: 2S, 12S, 16S a ' S ` CORPORATE HEADQUARTERS f _ Join us in creating a more reouroeful world. 2111 N Molter Road , • ' To learn more, visit (w com Liberty Lake, WA 99019 USA While Itron strives to make the content of its marketing materials as timely and accurate as possible, Itron makes no claims, promises, or guarantees about the accuracy, corn pleteness, or adequacy of, and expressly disclaims liability for errors and omissions in, such Phone: 1.800.635.5461 materials. Nowarrantyofany kind, implied, expressed, or statutory, including but not limited tothewarrantiesofnon-infringementofthird Fax:' 1.509.891.3355 party rights, title, merchantability, and fitness fora particular purpose, is given with respect to the content of these marketing materials. 0 Copyright 2015, 1tron. Al rights reserved. 101 407SP-05 3116 o:N2 6i9 , o1 0,012 12 5. oNl 0 40V �A. rxzona°� so w fT 561, 0C Itron's residential smart metering solution features a communications module that is integrated into the GE 1-210+c electricity meter. The 1-210+c SmartMeter communicates over an existing cellular network with the Itron Transaction Management SystemT"^ (TMS) or other C12.21 head -end systems and complies with ANSI - - 012.19 protocols for data storage and transmission. The 1-210+c.SmartMeter is a single-phase shed overall load at the premise without each interval are also transmitted to TMS, _ . electronic watt-hour meter for use in regards to specific applianceJhis 200- which interprets them and logs appropriate , residential and light commercial service Amp switch may be used to throttle load messages (e.g. time adjustments). locations. The 1-210+c's key features at the premise to a specific maximum . include Time of Use; Demand and Load -threshold or to perform remote disconnects Real -Time Interval Reads Profile, Remote Connect/Disconnect, and and reconnects. Real-time interval data acquisition enables C12.22/ compatibility. The 1-210+c meter utilities to implement Load Curtailment and may include an optional ZigBeee wireless Flexible Two -Way Data Retrieval and Real Time Pricing (RTP) programs. With component for in -premise communications Scheduled Data Collection 1 this functionality, the user can configure and an optional Badger ORION® wireless Users can execute all appropriate TMS.. the SmartMeter module to transmit load component for gas and water reads. functionality using user -configurable, profile data as often as every 15 minutes at SmartMeter-controlled schedules and interval completion. FUNCTIONS &FEATURES TMS -controlled schedules and as well as on an on -demand basis. Automated Register, Self -Read and TOU Retrieval Remote Disconnect/Reconnect Automated Interval Data/Energy The 1-210+c SmartMeter module is Remote connect and disconnect Usage Retrieval - configured by TMS to read and transmit all functionality is supported by the 1-210+c The 1-210+c SmartMeter module retrieves or a subset of enabled registers, including single-phase SmartMeter, which has a and transmits interval data for 1 energy totals, self -reads, maximum demand and load -limiting switch that can be used to . value for intervals as small as 5 minutes. time -of -use values. Recorded events and exceptions with- `^ Demand Resets The 1-210+c SmartMeter module executes Demand Resets using one of three methods: SmartModule-initiated schedules, TMS -initiated schedules or TMS on -demand requests. • is repeated a minimum number of times within a specific duration. TMS can also configure the SmartMeter to reset the event counter when the alert message is transmitted. Real -Time Meter Event and Alarm Retrieval The 1-210+c SmartMeter provides automatic real-time alarm reporting of all events defined in the ANSI C12.19 standard, including history and event codes, ANSI Standard status and manufacturer status alarms. Additionally, alarms received by TMS can be automatically routed via e-mail to a specific user or group of users using the TMS Message Routing Interface.' - Real -Time Power Outage and - Restoration Alarms With built-in ultracapacitor energy storage, the 1-210+c SmartMeter module will transmit a real-time "last gasp" ` notification when detecting an AC'power Outage without requiring the use of less reliable batteries. The 1-210+c SmartMeter also notifies TMS when the -AC power is restored and provides full configuration of these alarms based on user, -defined durations. -Service Diagnostic and Tamper -Detection Alerts The 1-210+c SmartMeter can report power service and wiring errors detected by the - meter, including reverse polarity, cross - phase and energy flow, phase voltage deviation, inactive phase current, phase angle displacement and current waveform distortion. In addition, the SmartMeter can, detect and report exceptions for the following tamper events: number of Demand Resets, Loss of AC power and reported power outages. TMS configures a specific filter in the SmartMeter for each of these events, enabling the transmission of a corresponding alert only after the event Tilt Detection The 1-210+c SmartMeter can detect and report tilt events that occur when the SmartMeter is moved from its installation position. Meter Clock Synchronization If enabled, the SmartModule automatically adjusts -the meter clock when the time deviation falls within user -defined lower and upper deviation boundaries based on, a reference clock provided by TMS. If the deviation'exceeds the upper boundary,, -the module reports the deviation via an alarm but does not correct the meter clock. If the deviation is less than the lower boundary, .. the module ignores the deviation. SmartMeter Status Display The 1-210+c. SmartMeter supports - an optional LCD status sequence to display important,SmartMeter indicators periodically. This status sequence includes the, meter site coverage status,. SmartModule,firmware state and any SmartModule firrriware warnings/errors. enabling technicians to ensure proper installation ofrthe 1-210+c SmartMeters and allow fiedtroubleshooting without any, other tools. Automated)Meter Registration The SmartMeter module automatically transmits a registration message to TMS when the meter is installed without requiring user. intervention. This message permits TMS3to create or update the meter record with validated' information, ensuring' accurate and automated record entries without user intervention. Secure and, Encrypted Data Transmissions 256 -bit encryption is applied to all messages exchanged between TMS and esmartMeter module, utilizing a unique meter -specific encryption key. Bi -Directional Metering The 1-210+c SmartMeter is a bi-directional meter that supports Net Metering. Both received and delivered data metrics are stored in the meter and can be delivered to the utility as needed to support "green - credit" electricity programs for consumers who own renewable energy facilities or participate in vehicle -.to -grid systems. Over -The -Air SmartMeter Module Firmware Upgrade TMS users with administrator privileges can - remotely upgrade the 1-210+c SmartMeter- module firmware for one or multiple . communication modules. Transmission Efficiency _ In addition to support for allowing users to filter the number of meter channels and types of diagnostics that are returned, all wireless messages are converted to binary and optimally compressed before transmission to ensure the most economical data processing rates. The compression ratio can be as high as 50% and overall data usage can be as little as 5% of the total usage of other wireless systems. _ Automated ID Tracking . Barcode labels and important identifiers - - (e.g. ICC -ID / MS -ISDN) are attached to the integrated SmartMeter for tracking and troubleshooting purposes. The SmartMeter module manufacturer and meter integrator scan and track all device IDs accurately. On -Demand Data Reads For Virtual Disconnect Customers can perform virtual disconnects through TMS by retrieving a final read for one end-user and an initial read for a subsequent end-user. This function may also be used to perform meter "switch -outs." • SPECIFICATIONS HARDWARE Radio Control Module Board (RCM) 32-bit ARM processor, 8MB RAM, 4MB flash Temperature Ranges Capacitor Storage Bank (CSB) Supplies peak power for data transmissions and all » Operating: [-40°C, +85°C] functions during power outages - no batteries required Modem Modem communicates with head -end using HSDPA or » Transmission (wireless): [-40°C, +85°C] - and SMS services EVDO _ _ 2.4 GHz Transceiver Wireless component configurable for two-way communications/WPAN 802.15.4 Humidity Range Internal Antenna Flexible dual frequency antenna for the modem » 0% -to 95% non -condensing - - INPUT/OUTPUT SIGNAL Accuracy _ Module Power Input Voltage 120 - 240 VAC » Meets ANSI 12.20 for accuracy. - Meter Serial Interface 3.3V / TTL compatible asynchronous class 0.5% - VERSION AND COMPATIBILITY Supported Meter Forms - — - Without Disconnect I -21 0+c Meter Hardware:. Supported meter forms, classes, and types, equipped with battery » Class 20: 3S, 4S 1-210+c Meter Firmware: Latest fully supported » Class 100: 1S _ SmartModule:. � - _._ 1-210+c GPRS:SmartMeter Module » Gass 200: 2S, 12S; 25S_ . .. ' Itron TMS: r Version 6.0 or. higher for HSDPA, 7.2.1 for EVDO ' » Class 320: 2S Integration Supported Meter Forms The SmartMeter module is a fully integrated, under -the -cover option inside the With Disconnect 1-210+c meter. The 1-210+c SmartMeter is shipped as one. complete unit, ready for » Class 100: 1S field deployment. 'Class 200' 2S; 12S, -25S Regulatory & Industry Certifications » FCC Part 15 Class B _. » ANSI C37.90.1 -1989: Surge Withstand: - Capability (SWC) » ANSI C12.20 (Class 0.5) -1998 _ »_ PTCRB Certified • » Measurement Canada Certified - --- - - •- - _ .. _ - » Network Carrier Certified -..- v � .,. - r - .� . ....wr 4 � .-r .. .. _ . ,r .. -. rwr.a�� .. ' - .y.. . •.. � _ _ _ . _ _ n .r ., r .r. _ a. - •� i r Itron- is a global technology company. We build solutions that help utilities CORPORATE HEADQUARTERS measure, monitor and manage energy and water. Our broad product portfolio 2111 N Molter Road i includes electricity, gas, water and thermal energy measurement and control Liberty Lake, WA 99019 - F ..technology; communications systems; software; and professional services. , ,USA - - - f With thousands of employees supporting nearly 8,000 utilities in more than , 100 countries, Itron empowers utilities to responsibly and efficiently manage Phone: 1.800.635.5461 energy and water resources. Fax: 1.509.891.3355 —Join us in creating a more resourceful world; start here: www.itron:com `--Y—"— While Itron strives to make the content of its marketing materials as timely and accurate aipossible, Itron makes no claims, promises, or guarantees about the accuracy, completeness, or adequacy of, and expressly disclaims liability for errors and omissions in, such materials. No warranty of any kind, implied, expressed, or statutory, including but not limited to the warranties of non -infringement of third party rights, title, merchantability, and fitness for a particular purpose, is given with respect to the content of these marketing materials. ©Copyright 2012,Itron. All rights reserved. C _ SnapNrack- Solar Mounting Solutions Sevoes 100 QesWc ntW Roof Mount System The SnapNrack Series 100 Roof Mount System is engineered to optimize material use, labor resources and aesthetic appeal. This innovative system simplifies the process of installing solar modules, shortens installation times, and lowers installation costs; . maximizing productivity and profits. - The Series 100 Roof Mount System boasts unique, pre -assembled, stainless steel "Snap- _ In" hardware and watertight flash attachments. This system is installed with a single tool'. No cutting or drilling means less rail waste. It is fully-Antegrated with built-in wire management, solutions for all roof types, .one-size-fits-a.IJ.features, and can withstand extreme environmental conditions. Series 100 is listed -to UL Standard 2703 for. Grounding/Bonding, Fire Classification and Mechanical Loading. UL 2703 Certification and Compliance. ensures that SnapNrack installers can continue to provide the best in class installations in quality, safety and efficiency. 0 Appealing design with built-in aesthetics. 0 No grounding lugs required for modules p Ala bonding hardware is fully integrated 0 Raff-spCices bond -rails together, no rail jumpers required 0 No drilling of rail or reaching for other too.1's required. 0 Class A Fire Rating for Type 1 and 2 modules System Features Include 0 o a Snap in Single Tool Easy No Cutting Hardware Installation Leveling or Drilling v Integrated Wire Preassembled Integrated bonding UL 2703 Certified Management hardware Resources snapnrack.com/resources 0 Design snapnrack.com/configurator p Where to Buy snapnrack.com/where-to-buy SnapNrack- Par - Solar Mounting Solutions ti. ,,,Stainless Bolt with —Stainless Steel ftft__Bonding Splice Standard Rail Split -Lock Washer Bolt with Split- Insert. 015-09816 Lock Washer Bonding Adjustable �- End Clamp Top Bonding Splice Mid Clamp' Base Bonding Bonding Adjustable _Bonding Channel Nut _End Clamp Bottom Channel Nut J Stainless — CCC�S�Y� � Stainless Hardware with .Bolt with - Split -Lock Washers Split -Lock Bonding AdjustableWasher End Clamp - Bonding Mid Clamp Bonding Standard `2d Clamp 242-02053 Rail Splice Ground lug - 242. 4015 _202-02101 12-6 _ - Copper Wire ilt' Ground Lug Assembly°(ONE REQUIRED PER ROW OF -- - 1 MODULES) - _. Universal End Clamp (UEC) WaVe UEC Pull Strap - .. _ �- -- � �� --=., iii,,, �----•=--f - � ..�. �..,�_� <=UEC Wedge L Stainless Steel Bolt - with Flat Washer IF V 4 IF IF Universal End Clamp 242-02215 Standoff — Clamp Assembly Rubber- Rain ubber-Rain Collar Ir Mill Finishes r Standoff Mill Finish Standoff V Base hcHole Base Shown) 'Standoff 242.02057 Serrated' Stainless _ Channel Steel Flange Nut Nut SerratedStainless Steel Flange Bolt 92 Degree L Foot MIII FinishL Foot L Foot Base "011111- Flashing L Foot Base with Flashing ti 242.92050 hannel Nut tainless r �tFlange Nut Stainless Flange Bolt All Purpose L FOOL etal Roof Base Assembly Metal Roof Base with L Foot - 242.02037 • • TECHNICAL DATA' � F _ 6000 Series aluminum - - Materials -- _ . _ . _ . • Stainless steel Galvanized steel,and aluminum flashing . • Silver and black anodized aluminum - • Mill finish on select products - Material Finish • Silver or black coated hardware Note: Appearance of mill finish products may vary and change over time. Wind Loads 110 - 190 mph (ASCE 7-10). Snow Loads 0 - 120 psf Array Pitch 0 - 60 degrees 877-732-2860 0 t www.snapnrack.com p contact@snapnrack.com ' • Ar ' NOTICE OF COMPLETION . AND AUTHORIZATION. TO.APPLY THE UL. MARK ' 09/24/2015 ` Sunrun South Llc, Dba Snapnrack Greg McPheeters _ ..: 775 Fiero Ln w Suite 200 Z San Luis Obispo Ca.93401, United States Our Reference: File-E359313, Vol. 1 ; Project Number 4786982467 , Your Reference: 14914 - - -.- - "- Project Scope: _ Adding REC Solar PTE. LTD. (NRTL) models: REC260; REC265, REC270>REC275, ^'REC280 all followed•by TP to Series 100 and 200'Mounting and Bonding,Systems - v Addling Hanwha Q.CELLS GmbH NRTL models: Q.BASE-GY XXX'�Q.PRO-GY XXX ' 9 --�-� — (, ) - Q.PLUS-GY XXX, Q.PRO BFR-GYi-XXX, Q•PRO BLK-GY XXX, Q.PRO-GY/SC XXX where ` - Y is the generation number between 1 and 9, where XXX is the power output from 2050 to _ - 2951N to Series 100 and 200 Mounting and Bonding Systems Dear-Greg McPheaters:- ;C%ngratulations! 'UL's investigation of your product(s) has been co^ mpleted under the above Reference Number and �.. the produdwas determined to comply with the applicable requirements. ' This letter temporarily supplements-the UL iFollow-Up Services Procedure and serves as authorization1to apply.the UL Mark: et authorized factories under.UL's_' +. .Follow-Up Service Program. To provide your manufacturers) with the intended authorization to use the UL Mark, .you must send a copy of this notice to each manu-f-a-ctturi—ng—location currently authorized under File E359313, Vol. -1. .Records}im•��the Follow-Up Services Procedure c�oyenng the product are now being prepared and.will,be sent in the .,near M re ' Until then, this lette�r authorizes-application of-the UL Mark fog 90 days from the date indicated above. Addiurequirements relatedto y�ouur rresponsibilities,as the Applicant can be found in the document "Applicant responsibilities related to Early Authonzabons-that can be found at the following web-site: -h_ttp://www.ul.com/EAResponsibilities Any information and documentation provided to you involving UL-Mark-services are. provided on behalf of UL- LLC, (UL) or any authorized licensee of UL. y w Weare excited you are now able to apply the UL Mark to your products and appreciate your busifnJes . FeeLfr/e/e to contact me or any of our Customer Service representatives if you have any questions. Very truly yours, Reviewed by: Long Vo - ~Bruce A.�Mahrenholi 847-664-3009 - Engineer Project Associate CPO Director Long.Vo@ul.com Bruce-K-Mahrenholz@ul.com , NBKBDC8-1.F9491 This is an electronically generated letter. Signatures are not required for this document to be valid. 4 .r Pagel of 1 CERTIFICATE OF COMPLIANCE.' Certificate. Number 20140204-E359313 Report Reference E359313-20140201 Issue Date 2014 -FEBRUARY -04 Issued to: SNAPNRACK " v STE 200 - 775 FIERO LANE' SAN•LUIS OBISPO-CA 93401 This -is to certify that -MOUNTING SYSTEMS, MOUNTING DEVICES, representative samples of CLAMPING DEVICES AND -GROUND -LUGS FOR USE - -- -:WITH PHOTOVOLTAIC.MODULES•AND PANELS - - USL:-Series_ 100 Mounting and Bonding Systems for use with Photovoltaic Modules Have. been investigated by UL in accordance with, the Standard(s) indicated on this Certificate. Standard(s) for Safety: UL Subject 2703 -the Outline of Investigationfor Mounting _ ... _ 77 _ _ _._Systems; Mounting -Devices, .Clamping/Retention. Devices,, _ AndrGround Lugs.for use -with Flat -Plate Photovoltaic .Modules.and Panels. } - - = Additional Information: Seethe UL Online Certifications Directory. at , www.ul.com/database for additional information 1 r .. Only those products bearing the UL Listing Markshould be considered as being covered by UL's Listing and Follow -Up Service.' . The UL Listing Mark generally includes the following elements: the symbol UL in a circle O with the word "LISTED"; a control number (may be alphanumeric) assigned by UL; and the product category - name (product identifier) as indicated in the appropriate UL Directory. Look for the UL Listing Mark on the product. �,rdr x William R. Camey, Director, North American Certification programs UL LLC Any Information and documentation Involving UL Mark services are provided on behalf of UL LLC (UL) or any authorised licensee of UL For quostlons, please contact a local UL Customer Service Representative at—.ul:comlcontactus - - - Page 1 of 1 f • The new Q.PRO BFR -G4 i's the result of the continued evolution of our Q.PRO family. Thanks to, -improved power yield, excellent reliability, and - high -level operational safety, the new Q.PRO: BFR -G4 generates electricity at.a low cost (LCOE) and',_i`s suitable for a wide range of applications. LOW ELECTRICITY GENERATION COSTS �J Higher yield per surface --area and lower BOS costs thanks to higher power classes; and°an efficiency rate of up to 16.2 %. INNOVATIVE ALL-WEATHER. TECHNOLOGY - Optimal yields,, whatever_the weather with excellent low -light and temperature, 6el avior:. - ENDURING HIGH PERFORMANCE 1 01 Long-term yield'security;with Anti -PID Technology', Hot -Spot -Protect and,•Traceable Quality Tra.QTM LIGHT -WEIGHT QUALITY FRAME High-tech aluminum alloy frame, certified for high snow (540.0 Pa) andiwind loads (4000 Pa). - Jam, MAXIMUM COST REDUCTIONS Up to 10 % lower logistics costs due to higher module capacity per box. �® SAFE ELECTRONICS. Protection against short circuits and thermally induced power losses due to breathable junction box and welded cables. A RELIABLE INVESTMENT Inclusive 12 -year product warranty and 25 -year linear performance guarantee2. ` THE IDEAL SOLUTION FOR: Rooftop arrays on v Rooftop -arrays -on Ground -mounted residential buildings commercial/ industrial solar power plants buildings OCELLS HELD SECURITY I TOP BRAND PV tvxove 2015 /TRACEABLE QUALIT Phntnn Quality Tested OCEIIS +I�V�n Best polycrystalline 1O"'tl0%°d010i solar module 2013 + noc.wm o� a,..o avaosz IIDe ID.40032587 Is-- APT 61— APT test conditions: Cells at -1000V against grounded, with conductive me- tal foil covered module surface, 25DC, 168h 2 See data sheet on rear for further information. cm tog: iic MECHANICAL SPECIFICATION Format 65.7 in x 39.4 in x 1.26 in (including frame)(1670 mm mm x 1000 mm x 32 mm) Weight 41.45 Ib (18.8 kg) Front Cover 0.13 in (3.2 mm) thermally pre-stressed glass with anti-reflection technology El- Back Back Cover Composite film Frame Black anodized aluminum ++ a�1000i•' Cell 6 x 10 polycrystalline solar cells Junction box 4.33 in x 4:53 in x 0.9 in (110 mm x 115 mm x 23 mm), Protection class IP6_7, with bypass diodes _ + Cable - 4 mm2 Solar cable; (+) 2t39.37in (1000 mm), (-) a39.37in (1000 mm)- Connector Tyco Solarlok PV4, IP68 R a°n ,135 I�Iaas�ne�, - ELECTRICAL CHARACTERISTICS POWER CLASS - 255 260 265 MINIMUM PERFORMANCE:AT STANDARD TEST CONDITIONS, STC_tXPOWER TOLERANCE +5W/- OW) _ _ - Power at MPP' r Pm, [W] .255 260 265 E f Short Circuit Current`- • _ . - y ,Isc-� _ : [A) - 9.07• . . 9.15- � - , 9.23 _41, 'e Open Circuit Voltage' - Va . _ IV] - A _ , 37.54 - - 37:77 38.01 r Current at MPP* - F INN [A] 8.45 ' 8.53 8.62 , f Voltage at MPP' - ' - - - - - -VNN IV] - 30.18 Y 30.46 30.75 Efficiency' - _ - - 9 ' 1%1 - a 15.3 y a 15.6 a 15.9 ' MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NOC3 Power at MPP' PN?r '[W]' r� 188.3 _ _ 192,0 195.7 i E Short Circuit Current' - lu_ _[All 7.31~ 7.38 -`_ 7.44 Open Circuit Voltage* �' yVa '[V.11 34.95` 35.16 - 35.38 Current at MPP* _ INN [A).. _6.61 _ 6.68 6.75 , F-- Voltage at MPP*' VIA" [V.)� _ 28.48• 28.75 29.01 11000 Win', 25 °C, spectrum AM 1.513! 'Measurement tolerances STC 0,%o-Moc t5 % 41800 WW. NOCT, spectrum AMi 1.5G, f 'typical values, actual values _may differ, !' Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE L L �i ,m - ° At least 97% of nominal power during first year. Thereaftermnax, 0.6% degre d" - dation per years W At least 92% of nominal power after W m - g 10 years,`5.. . At least 83 % of nomipal power after e n 25 years. u All data within measurement tolerances. 00- ..• a loo no za 4Naao eoo wo em am woo Full warranties in.accordancamith the warranty terms of the Q CELLS sales ... IRRADIANCE IWMFI organisation of your respective country. The typical change in module. efficiency at an irradiance of 200 W/ma in relation , SARs to 1000 W/m° (both at 256C and AM 1.5G spectrum) is -2% (relative). TEMPERATURE COEFFICIENTS gg Temperature Coefficient of, I,, a [%/K] +0.04 Temperature Coefficient of V. [%/K) -0.30 d Temperature Coefficient of Pa,; _` Y [%/K) -0.41 Normal Operating Cell Temperature NOCT [°F] -`113 a 5.4 (45 a 3 °C)- OC PROPERTIES FOR SYSTEM DESIGN m Maximum System Voltage Vs. [V] 1000 (IEC) / 1000 (tJL) Safety Class II g __ _ __ _ _ _ _ __ f Maximum Series Fuse Rating • - [A DC] 20 . Fire Rating - T - - C /TYPE 1 Max Load (UL)' [Ibs/tt°] 75 (3600 Pa) Permitted module temperature -40*F up to +185°F - - on continuous duty - (-40'C up to +85"C) e Load Rating (UL)' � [Ihs/tt'] 55.6 (2666 Pa) a see installation manual 0 QUALIFICATIONS ! FORMATION UL 1703; VDE Quality Tested; CE-compliant; Number of Modules per Pallet 32 T IEC 61215 (Ed.2); IEC 61730 (Ed.1) application class A -- - - --- - - - - - ^ • - - -_ - t Number of Pallets per 53' Container _ - r 32 of c . _ _ �� Number of Pallets per 40' Container 26 I s C Pallet Dimensions ( L x W x H) 68.7 in x 45.Oin x 46.0 in (1745 x 1145 x 1170 mm) 3 Pallet Weigh w 1323 Ib (651 kg) NOTE: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. --_- - - �- -� Hanwha Q CELLS USA Corp. 300 Spectrum Center Drive, Suite 1250, Irvine, CA 92618, USA I TEL +1949 748 59 961 EMAIL q-cells-usa*q-celis.com I WEB www.q-cells•us .. n «111z 7/29/2015 Certified Product Listing - 2541411 Certified Product Listing I CSA Group cCSA Region English Careers News Contact Us Enter Search Term.... ■ SP Group � �� HOME ABOUT SERVICES INDUSTRIES SHOP CSA _ Home Services Testing 8 Certification Certified Product Listing 254141 Certification Record from 280 W to 310 W with maximum system voltage of 1000 V do and the electrical ratings as specified below at Standard Test Conditions. Customer I Class File - I Number Electrical ratings: rG,Hain,ha Q.GELLS 5311 90 - - ; 254141 bH POWER SUPPLIES -Photovoltaic Modules and Panels - Certified to US Open Circuit i 17-21 Sonnenallee, Standards _ Rated Current Bitterfeld-Wolfen 4 Saxony=Anhalt Y < 06766 Germany (V dc) (A dc) Current (A dc) Power (Watts) Q. PRO L 280 44.7 • Photovoltaic Modules with maximum system voltage of 1000 V dc, and Class C fire class rating and Module Fire Performance: Type 1, Model Series Q.BASE GY XXX; Q.PRO-GY XXX; Q:PLUS-GY XXX; Q.PRO BFR-GY XXX; Q.PRO BLK-GY XXX; Q.PRO- GY/SC XXX; MODULE GY XXX; MODULE BFR-GY XXX; MODULE BLK-GY XXX; B.LINE PRO-GY.Y XXX, B.LINE PRO-GY XXX; B.LINE PLUS-GY XXX; B.LINE PRO BFR-GY XXX-,-B.LINE Q.PRO - GY/SC XXX where XXX is the power output from 205 W to 295 W; Q PRO-GY.Y XXX where, XXX'is the -power output from 245 W to 285W; Q.PEAK XXX, Q.PEAK - GY XXX and Q.PEAK BLK XXX, Q.PEAK BLK - GY XXX; MODULE M-GY XXX, where XXX is the power output from 245 W to 295 W and Q.PROL XXX; Q.PRO L- GY XXX; MODULE L XXX where XXX is the power output from 280 W to 335 W (in steps of 5 W) with the following electrical ratings typical at 230 W for Q.BASE/Q.PRO/MODULE G3, 270 W for Q.PLUS-G3,.240 W for Q.PRO BFR-G3/Q.PRO:BLK-G3/MODULE BFR - G3/MODULE BLK - G3.270 W for Q PRO -G4.1, 245 W for Q.PEAK-G3/MODULE-.M-G3 and 300 W for Q.PRO L/MODULE L respectively Q Standard Test Condition (STC): Open Circuit Voltage (Voc): 36:13,138.86/38.16/36.81/37.24/45.27, V' Short Circuit Current (Isc): 7.9619:"46/,6182/8-34/8.33/8.93,A s Operating Voltage (Vpmax): 30.72/30,178/31.3130.74/30.85/36.27 V. Current at Operating Voltage (Ipmax): 7.57/8.85/8;62/7.8917.86/8.34 A Notes: 1. Rated electrical characteristics are within +/-10%o:of measured values at Standard Test Conditions of 100 mW/cm2. irradiance, AM 1.5 spectrum, and cell temperature of 25°C. 2. 'Y' in the model number denotes the generation number between 1 and 9. 3. All modules are qualified for heavy accumulations (5400 Pa) of snow and ice. • Photovoltaic Modules with Class C fire class rating, Model Series Q.PRO L XXX where XXX is the power output from 280 W to 310 W with maximum system voltage of 1000 V do and the electrical ratings as specified below at Standard Test Conditions. Electrical ratings: Open Circuit Rated Voltage Rated Current Short Circuit Rated Maximum Model Voltage (V dc) (V dc) (A dc) Current (A dc) Power (Watts) Q. PRO L 280 44.7 35.1 7.98 8.47 280 Q.PR0 L 285 44.8 35.2 8.10 8.56 285 Q.PR0 L 290 45.0 35.4 8.20 8.65 290 Q.PRO L 295 45.2 35.6 8.29 8.73 295 Q.PR0 L 300 45.4 35.8 8.38 8.82 300 Q.PRO L 305 45.5 36.1 8.45 8.90 305 httpJANww.csagroup.org/global/en/services/testrxj-and-certificatiorVcertified-product-listirg/certficate/254141%257C5311-90 1/2 7/29/2015 Certified Product Listing - 254141 Certified Product Listing I CSA.Group http:l/www.csagroup.orglgloballerUservicesftestirx}ard-cettficatiorUcertified-product-listing/certficatel254141%257C5311-90 212 Q.PRO L 310 45.7 36.3 8.54. 8.98 310 Notes: 1. Rated electrical characteristics are within +/- 10% of measured values at Standard Test Conditions of 100 mW/cm'- irradiance, AM 1.5 spectrums, and 25"C. 2. Al modules are qualified for heavy accumulations (5400 Pa) of snow and ice. CSA Group Web Sites CSA Group Sites r Information For... _Legal About CSA Group ... ._ CSA Group Bayem GmbH CSA Communities Manufacturers Privicy CSA Group is`an independent, not-for-profit member- - based association dedicated to advancing safety, . - CSA Group Testing UK CSA Registries Members Terms of Use sustainability and social good. We are an internationally - Ltd. accredited standards development and testing & OHS Portal - Government/ Regulators Service Agreement -' certificatiorrorgani"Oon. We also provide consumer CSA Group UK- IAHJs Transportation - . Public Review CSA Product productev_alua6on.and education & training services. Our Retailers / Importers I Certification Scheme broad range of knowledge and expertise includes: ICM GmbH Shop CSA Exporters industrial equipment, plumbing & construction, electro; Evidence of Insurance medical-&• healthcare,appliances & gas, altem86ve=: ' Orb Optronix _ Consumers _ energy, lighting and; sustainability. The CSA mark ' appears on billions of products around the world. Copyrights 2015 - CSA Group. All Rights Reserved. Contact Us Site Map Accessibility; '. http:l/www.csagroup.orglgloballerUservicesftestirx}ard-cettficatiorUcertified-product-listing/certficatel254141%257C5311-90 212 Solar0 mr SolarEd'ge Power Optimizer Module Add -On For North America a• P300 / P3720 / P4001 P405 CM a G t �QOWB� f e PV power optimization at the module -level — Up to 25% more energy — Superior efficiency (99.5%) — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module -level monitoring — Module -level voltage shutdown for installer and firefighter safety USA GERMANY - ITALY - FRANCE JAPAN - CHINA ISRAEL AUSTRALIA WWW.Solaredge.us S1WWar SolarEdge Power Optimizer Diar Module Ad.d-On for North America - P300 / P320' /. P400 / P405 P300 P320 P400 P405 ; - - + (for 60 -cell modules) (for high-power - (for 72 & 96 -cell (for thin film -' 60 -cell modules) modules) modules) INPUT :Rated Input DC Power<'I'•: -. 300 -. 320 400 405 W "'. Absolute Maximum Input Voltage 48 - 80 125 Vdc Woc at lowest temperature) - IVIPPT Operating Range , 8-48 - _. - 8-80 - 12.5.- •105 t Vdc - - -- Maximum Short Circuit Current (Isc) _ 10 11 _t I - 10 • Adc Maximum DC Input Current. 12.5 ' ` ` 13.75 I 12.5 I Adc ` Maximum Efficiency «f 99.5, % _. _..._.. s Weighted Efficiency - _ '•98:8 % Overvoltage Category rII I -OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED -TO OPERATING SOLAREDGE-INVERTER)--- Maximum Output Current, 15. t Adc - Maximum Output Voltage = 60 85 Vic ( OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per'-Power,1 Vdc 'Optimizer ' ! STANDARD COMPLIANCE. EMC `FCC Part15 Class B, IEC61000-6=2, IEC61000-6-3 , • . Safety `IEC62109-1 (classll safety), UL1741, _ RoHS - - Yes .. INSTALLATION SPECIFICATIONS Maximum Allowed System, Voltage 10001, , Vdc - Compatible inverters - All SolarEdge Single Phase. and Three Phase inverters �; Dimensions (W x L x H) ' � 128x152x•27.�.5/• 12'8;x 152x35/ 128x152x48/ � " • - _ mm/ in - ,.�5 x 5.97 x1.08 : 5..x 5.97 x 1.37 , 5 x 5.97 x 1.89 ' r Weight (including cables) 770/ S..T: ' 930 / 2.05 930 / 2.05. _ gr / Ib ~. '. Input Connector' MC4 Compatible, Y °Output Wire Type / Connector - Double Insulated; MC4 Compatible " ••".Output Wire Length 0.95/3.0, ' l 1.2 / 3.9 m / ft -.'-'Operating Temperature Range c ' ' Y - ° =40 - +85 / -40-+185 t `C /'F 'Protection Rating -, I068-/ NEMA6P Relative Humidity ' . 0-100 % 0 Rated STC power of the module. Module of up to +S% power tolerance allowed. _ } PV SYSTEM DESIGN USING VA SOLAREDGE INVERTER(')' - SINGLE PHASE THREE PHASE 208V _- , THREE PHASE 480V ._ Minimum String Length 8 - 10 18 (Power Optimizers) Maximum String Length - (Power Optimizers) - 25 25 50 - - Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths , Yes f or Orientations In It is not allowed to mix P405 with P300/P400/P600/P700 in one string. ' solar=@o SolarEdge Single Phase Inverters ; o For North -America C -t a SE3000A-US / SE3.800A-US / SE5000A-US /-SE6000A-US SE760OA-US / SE1000OA-US / SE11400A-US r 12-25 rµ t •tit' 71 ff'I 4e` 5 . -The best'choice for SolarEdge enabled systems - Integrated arc fault protection for NEC 2011690.11 compliance a 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 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 . x www.solaredge.us ' 4 32 < t - so I a r ®0 ® Single Phase Inverters for North America • 'INPUT-' SE3000A-US / SE3800A US / SE5000A US / SE6000A US./ S.E7600A-US / SE10000A-US / SE11400A-U& + SE3000A-US SE380OA-US I SESOOOA-US .SE6000A-US I SE760OA-U5 I SE1000OA-US I SE1140OA-US OUTPUT Nominal AC Power Output 3000 3800 5000, 6000 760G. 9980 @ 208V .11400 VA + Transformer -less, Ungrounded Yes 10000 @240V r ` Max. Input Voltage 5400 @ 208V 500 10800 @ 208V Max. AC Power Output 3300- 4150 6000 8350, 12000 VA .. Max. Input Currentl'I15.5 4.5 i 13 f 1 5450 @240V 18 I ( 23 I 10950 @240V 34.5 Adc AC Output Voltage Min: Nom: Max.l'I @ 240V -30.5 @ 240V ' 183 - 208 - 229 Vac - % 45 - •Adc AC Output Voltage Min -Nom: Max.01 y• Yes Ground -Fault Isolation Detection 600ko Sensitivity . 211- 240 - 264 Vac 97.7 98.2 98.3. 98.3 9898 98 % AC Frequency Min: Nom: Max.itl Max. Continuous Output Current 12.5 f I 16 I 21 @ 240V GFDI Threshold .Utility Monitoring, Islanding Protection, Country, Configurable Thresholds 59.3 - 60 - 60.5 I 25 ( 1 Yes 32 < t 4'Z @ 240V ( 48-@ 208V - 47.5 Hz A A Yes • 'INPUT-' Maximum DC Power (STC) - '4050 5100 67SO 8100 102S0 13500 15350 W Transformer -less, Ungrounded Yes r ` Max. Input Voltage 500 Vdc Nom. DC Input Voltage- 325 @ 208V / 350 @.240V r Vdc .. Max. Input Currentl'I15.5 4.5 i 13 f 1 16.5 @ 208V 18 I ( 23 I 33 @ 208V 34.5 Adc @ 240V -30.5 @ 240V Max. Input Short Circuit Current - % 45 - •Adc Reverse -Polarity Protection y• Yes Ground -Fault Isolation Detection 600ko Sensitivity Maximum Inverter Efficiency 97.7 98.2 98.3. 98.3 9898 98 % CEC Weighted Efficiency .9T.5 98 97 @ 208V 97.5 97.5 97'@ 208V 97.5 % - 98 @ 240V 97.:5 @`240V - Nighttime Power Consumption < 2.5 < 4 • W ADDITIONAL FEATURES - Supported Communication Interfaces " ' RS485, RS232, Ethernet, ZigBee (optional) Revenue Grade Data, ANSI C12.1 OptionalM Rapid Shutdown -NEC 2014 690.12 - Yes 'STANDARD COMPLIANCE- Safety U1.1741, UL1699B, UL1998 , CSA 22.2 ` Grid Connection Standards IEEE1547 Emissions FCC partly class B - INSTALLATION SPECIFICATIONS DC input conduit size / # of strings/ `AWG range Dimensions with Safety Switch. (HxWxD) Weight with Safety Switch r 3/4" minimum / 16-6 AWG + 3/4" minimum / 1-2 strings / 16-6 AWG 30.5x12.5x7.2/775x315x184 - 51.2/23.2 I ..-54.7 / 24.7 3/4". minimum / 8-3 AWG 3/41"'minimum / 1-3 strings / 14-6 AWG 30.5x12.5x10.5/ 775x315 x260 t 88.4/40.1 Natural convection Cooling Natural Convection and internal Fans (user replat`eable) fan (user replaceable) Noise < 25 , < 50 Min. -Max. Operating Temperature -13 to +140 / -25 to +60 (-40 to +60 version available"') Range _ . Protection Rating NEMA 3R t't For other regional settings please contact SolarEdge support + Rt A higher current source may be used; the inverter will limit its input current to the values stated. P1 Revenue grade inverter P/N: SExxxxA•Us000NNR2 (for 760OW inverter:SE7600A•US002NNR2). ' pl -40 version P/N: SExxxxA-USOOONNU4 (for 760OW imerter:SE7600A•US0021NINU4). in / mm lb kg dBA 'F /'C �r�t