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10181434_710 S. GATES - Plan (2)
CITY OF SANTA ANA A Oftil_31 BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT PROJECT ADDRESS: 710 S Gates Street USE OF BUILDING:RESIDENTIAL COMMERCIAL SUITE: INDUSTRIAL OTHER 3/2/05:forms/Bldg.App.Worksheet SAPIN # MASTERID# NATURE OF WORK:NEW ADD ALTEFUT.I.DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/Al TFRATION 1 ST FL..SF BASEMENT: YES/NO SF NO. OF STORIES: 2ND FL.. - SF PATIO/ENCL. PATIO:SF BLDG. HEIGHT: TOTAL OF OTHER FLS:SF RES. REMODEL.SF PROPOSED USE: GARAGE/CARPORT:SF ALTER/T.I.:SF JOB DESCRIPTION (non-residential projects see reverse side of this application) :1.15 1:IN QOP)%- mmntrd CO\(111- 1 01 p/511A1,1 K; 9 mi'(Jel, -*W-*·-erLS j I /;INCOOT\10(jl- 4-1 03*AA/A- BUILDING OWNER'S NAME:Olga Ponce 714-775-2682PHONE NO: ADDRESS·CITY:Santa Ana STATE:CA ZIP:710 S Gates Street 92707 TENANT'S NAME (Comm/Ind):PHONE NO: CONTRACTOR'S NAME: Vivint Solar STATE CONTR. #: 973756 LICENSE CLASS:PHONE NO: C-46 657-600-8252 ADDRESS:CITY:STATE:ZIP* 1529 E McFadden Ave Suite A Santa Ana CA 92705 WORKERS COMP. POLICY# WC 029342335 EXP. DATE: 11-1-2014 INSURANCE COMPANY: AIG Claims, Inc. SANTA ANA BUS. LIC. #: ARCHITECT/ENGINEER:STATE LICENSE #PHONE NO: ADDRESS:CITY;STATE:ZIP: CONTACT NAME:Amber Steinbeck PHONE NO: 657-600-8252 / 714-815-5772 E-MAIL ADDRESS: amber.steinbeck@vivintsolar.com / OrangeCountySolar@vivint.com OFFICE USE ONLY:ACC OR SPC (CIRCLE ONF)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT #P/CFEE Be-$- PLANNING OK TO CHECK& DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: 0-4 0 -k \ I- TYPE OF CONSTR:VALUATION: $ \ \1 220,00 SUBMITTAL DAM: g Z FIRE SPKR: YES / NO A/C: YES / NO FLOOD ZONE:PROCESSED< RES. DEV. FEE: YES / NO PRIOR DWELLING UNIT : YES / NO COMMENTS: '4 U PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: U Additional square footage U Awnings E] Canopy U Card readers U Ceiling work El Change of occupancy (use) U Disabled accessible (H/C)restrooms U Dust collector U Elevator shaft U Exterior doors or windows U Equipment pads 0 Interior demo C] Kitchen equipment - U Partition walls·· C] Rated corridors U Rated shafts [J Roof mounted equipment U Security bars El Screening for equipment El, Skylights El Stairs U Storefront/facade improvements El Storage racks or shelving over 5'-9" i El Walk-in coolers- ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: Block wall Complete demo Fence Fire signaling system Fire sprinklers Flagpole Lawn sprinkler system Light Standards Parking lot paving Parking lot striping Pedestrian protection Pool/Spa Signs Spray booth Temporary power pole Trash enclosure ,7 F7 F7 F7 Fl F7 r- 1- Fl F7 F7 F7 F7 F7 Fl N - GENERAL NOTES: INDEX OF DRAWINGS ---·-UTILITY METER LOCATION 1. ALL WORK SHALL CONFORM TO 2013 CBC, 2013 CRC, 2013 CPC, 2013 CMC, 2013 CEC,SHEET PV 1.O - SITE PLAN --47' OF 1" EMT CONDUIT FROM JUNCTION BOX TO 2013 CALIFORNIA ENERGY CODE, 2013 CA o SHEET PV 2.0 - ROOF PLAN OTHER JUNCTION BOXES AND ELECTRICAL PANEL.GREEN CODE AND CITY ORDINANCES ALL OPEN CABLE IS SUPPORTED AND PROTECTED INSPECTION NOTES:(\1 SHEET PV 3.0 - MOUNT DETAILS ELECTRICAL PANEL LOCATION,-BY ARRAY. NO CABLE IS A ROOFTOP OR TRIPPING HAZARD.1. THE FIRST REQUIRED INSPECTION SHALL PV INTERCONNECTION POINT, LOCKABLE DISCONNECT SWITCH,BE FOR THE MODULE RACK SUPPORT BASES.(1) M COMBINER PANEL APPROVED MODULE RACK SUPPORT BASES SHALL BE 52 EINSTALLED PER MANUFACTURE'S 6 xmPLANNING DIVISION INSTALLATION INSTRUCTIONS.a__¤...0-.-/ l 2. LADDERS SHALL BE PROVIDED--ARCHITECTURAL t, 8.:Uv , --- ACCEPTED FOR CONSTRUCTUON MAS * tr< 1.0.20 H- 11 7((94 SECURED TO THE STRUC-1-ulfER.AR(HrrE(1p*I,TRUCINSPECTION PURPOSES. 3. CONTRACTOR TO BE PRESENT F*dEPTED 90&*NSTR SEPARATE PERMITS ARE REQUIRED FOR G p. LL Zone 9 AND FINAL INSPECTIONS. 1 ® 220 4. ALL INVERTERS, MOTOR GENERATORS,O h C<P.ANNER_E-t Py'/1_ PANELS, AC PHOTOVOLTAIC MODULES.ARATE pnicarrg MAE REQ| ELECTRiCAL FLUMBING L MECHAN:CAL PLANS| This set of plans and specifications must be kept on the job PHOTOVOLTAIC MODULES, PHOTOVgg | at Al times and it is unlawfu' to make any changes or altefations on same without vritten permission from the TRANSFERRED BY C_DATE SOURCE-CIRCUITS COMBINEXAi}WAL, PL 1@BENCM. MECH CHARGE CONTROLLERS INTENDEiDf99 WSE:ans an· 2 specificg.)ns mustIN A PHOTOVOLTAIC POWER Svt-(t M it is unlawle,to mak The acceptance oi ihis Nan ard specifications SHALL NOT P.ANNING INSPECTIO-4 REQUIRED: Ei>IDENTIFIED AND LISTED FOR THE'APP satrailhoel-yritten pt 1 story Structure F OUGH- FIN,1- NON PER 690.4(D).2.' „, gmnta Ana. 1 Cit; of Santa Ana. 1. AME (714) . STORM DRAINAGE SYSTEM IS PROHIBITED_ NO SOLID WASTE PETROLEUM B¥*12050& re of thir andspectlii be held to permit nor be an afproval of the violation oi any 5. THE DISCHARGE OF POLLUTANTS YO'ANY' provisions of ANY City Ordinance or State Law. -/ -·ark|?4 CLANS .or? F! ITURE REVISIONS.MA-rERIAL OR WAS-rEWATER GENENrmool ANY t.,< : 'M JECT TO I fL '22, C rECKED AND CONDITIONS CONSTRUCTION SITE OR BY CONSTRUCTION '- -··-'€£-Date -46,&.6.-ACTIVITIES SHALL BE PLACED, CONVEYED OR ,4 3\ /1 .-DISCHARGED INTO THE STREET, GU2*08, O' Accepted By _01 li 43--C ;:... r- .-: -; O ·fY ..3 k.-1 - :--7e: 1, 1 TeRATEONSMODf FICATION:;STORM DRAIN SYSTEM.rt CBF SANTA NCITY OF SANTA ANA C. ALL :· ur'-: f I-C :.t.: -2;-1 EXISTING : 1 ECU- '' IL ;; C.0 - O sun:V: u-··.06· 12% :-'LANS -Ii-*...+ ate Issued CONDITION·-:31< „4 04 4 0, PV SYSTEM SIZE: 2.25 kW DC - 3' OFFSET FOR ROOF ACCESS %%% 34% \ UEFTYPE: 2UFLECTPLESG MECH GRADING 1 1 62, · ' 6' 0' OCC. GROUE_„___i_______ CONSTR.TYPE___--V.6-- CODE EDITION _--0=k-_ A.Ea-_ FLOOD ZONE___- FLOOD ZONE CERTE REQ'D YES MICROFILM YES RADIANT BARRIER U MUOF ,.... SIDENTIAL DEV. FEE YES -JUNCTION BOX ATTAC a.----=--- ARRAY USING ZEP ZS-*dAOOL DISTRICT YES KEEP JUNCTION BOX O F.EDOE, . rn (D ,77 404.412 Last Modifie NO NO NO NO ER Nl 1 40.01 Ca///b "4 9\ E 1 E 1 Coriv ¤ Oram: - 5>;29· 973\ 7.27 3 E C *,Imir.B#n 1, MAY 2 2 2014 City of Santa Ana 1 STORY STRUCTURE -79) Yingli Energy YL250P-29b MODULES WITH (9) Enphase M215-60-2LL-S2x-ZC MICRO-INVERTERS. (ONE ON THE BACK OF EACH MODULE) PV SYSTEM SITE PLAN SCALE: 1/8" = 1'-0" SHEET NAM #d„./ SHEE NUME3T -TIE INTO METER# 222013593419 M 5 9- a) M O CE lillilllIlli'i/11111 1 111 C 4-W 0 _26 3:3 003.9.Z G 26*?RAL U' CD (i D 0 4&:TION 0 h %2 g 0*ED FOR CL 4.5 CAL PL be L tept on m n i;mission froF biz=o lilitill 'll lilli i ¢01p.lions SHALI 45--3)tie violation, 4 k U W lili Date - 0 e O Cztk- 25 3 or-n E m -1 -PV CIRCUIT #1 9 MODULES 4,1",1,1,4,4//*:M of Ca/i/br,'*40 - fe-,8....ce.,0 .6>ge""40 ac\%19 % -2 ./0'0% 1 / . I -L - Ir.;0 --1 6Nat?:Rt>7 1>, Gerd con:00 Roof Section 1 Roof Azimuth: 270 Roof Tilt: 2 1, -----·--ROLLED ASPHALT 1-L Z MAXIMUM OUTPUT SHALL BE RATED FOR ARRAY ORIENTED TO THE EAST SHEET NUMBER: EMT FROM JUNCTION BOX TO OTHER JUNCTION BOXES AND ELECTRICAL PANEL. ALL OPEN CABLE IS SUPPORTED AND PROTECTED BY ARRAY. NO CABLE IS A ROOFTOP OR TRIPPING HAZARD. PV SYSTEM ROOF PLAN SCALE: 1/4" = 1'-0" . PV ARRAY TYP. ELEVATION LEVELING FOOT (ZS-LFB) -STEEL M. B.; TORQUE = 16*1 ft-lbs./1 5/16"0-18xl" STAINLESS NOT TO SCALE COMP MOUNT (ZS-CIVIA)--; iWASHER PACKAGED WATERPROOFING SEALANT I -WITH COMP MOUNT AS NEEDED, WITH FLASHING 7 1 7 MOUNTING -L DETAIL PV MODULE, TYP. MOUNT TO RAFTERS OF COMP SHINGLE ROOF, PARALLEL WITH PLANE OF ROOF 1 ?44 ( NOT-:fan, i 5/16"0x 4 1/2" MINIMUM -|STAINLESS STEEL LAG SCREW 1 ITORQUE = 13*2 ft-lbs. i LEVELING FOOT ON COMP MOUNT NOT TO SCALE PERMITTED LEVELING --FOOT SPACING ,00..0.-LEVELING FOOT (ZS-LFB)8 gtte//14##4*All,i,#1 2 FRAMING BELOW SHOWN 2 - Of te\if <' DASHED FOR CLARITY %%5% CANTILEVER = 113 2 €7.'0.40 & C. 0... 26 1 O-205 OR LESS 486-ZEP COMPATIBLE HYBRID i : .6=>Fl/::.# .CE Di (2' MAX CANTILEVER)MAX SPACING @el•• VII-PV MODULE INTERLOCKlili z:551.'f@-ger:; 3.---ik---.-JE ED S %%..U. 973-11&. 'ys<--- PHOTOVOLTAIC MODULE Ill 1 1 -D . -1s b. 1 '11 ;f >Z W CE .1.-1 1 1 1 1 1 Ill 02 05 0 > + 2 EM:Izrn4uLLIZ1, N:% 1=2 ME-Mi l 11, n INTERLOCK (ZS-ILB)HYBRID INTERLOCR - LEVELING FOOT (ZS-LFB)ROOF FRAMING 1 I 1I 1 1 1 1 111 1 1 Ill il 1 PV SYSTEM MOUNT DETAIL SCALE: 1/2 1 14 1 INTERLOCK (ZS-ILB) - LEVELING FOOT (ZS-LFB) ,-26 PERMITTED LEVELING 60 FOOT SPACING (6' MAX SPAN)SHEET NUMBER: MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE Inverter Ratings (Guide Section 4) MODULE DETAIL Inverter Make/Model Enphase M215-60-2Ll--S2x-ZC Max DC Volt Rating 45 Volts Yingli Energy YL250P-29b Max Power @ 40°C 215 Watts SOLAR MODULE Nominal AC Voltage 240 Volts Max AC Current 0.9 Amps Max OCPD Rating 20 Amps Max Number of Panels/Circuit 17 O Conduit and Conductor Schedule Tag Desaiption Wire Gauge #of Conductors Conduit Type Conduit Size 1 Enphase engage cable - THWN-2 12 AWG 4 NA - Free Air N/A - Free Air 1 Bare Copper Ground (EGC/GEC)6 AWG 1 N/A - Free Air N/A - Free Air 2 THWN-2 10 AWG 3 EMT 0'-1 " 2 THWN-2 - Ground 8AWG 1 EMT 0'-1" 3 TH\AN-2 8AWG 3 PVC 0'-1" 3 THWN-2 - Ground 8 AWG 1 PVC 0'-1" C I Enphase M215-60-2LL-S2x-ZC MICRO-INVERTER AT - EACH MODULE, ATTACHED WITH ZEP HARDWARE \J, 8 #6 BARE CU GROUND(GROUNDING MODULE- - &INVERTER) MICRO-INVERTER CONNECTION ENPHASE ENGAGE TRUNK CABLE NOTE: ALL PLACARDS SHALL HAVE A RED BACKGROUND, MINIMUM 3/8" LETTER HEIGHTS, ALL CAPITAL LETTERS, ARIAL OR SIMILAR FONT, NON BOLD, REFLECTIVE WEATHER MATERIAL SUITABLE FOR THE ENVIRONMENT. NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1.) IF UTILITY REQUIRES AVISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THE REQUIREMENTS? YES NO X NA 2.) IF GENERATION METER REQUIRED, DOES TH SOCKET MEET THE REQUIREMENTS? YES NO X NA 3.) SIZE PHOTOVOLTAIC POWER SOURCE (DC) C BASED ON MAX CURRENT ON SIGN OR OCPD RATING AT DISCONNECT. 4.) SIZE INVERTER OUTPUT (AC) CONDUCTORS, TO INVERTER OCPD AMPERE RATING (See Guide 5.) TOTAL OF 1_ INVERTER OCPD(s). ONE FOI PV CIRCUIT. DOES TOTAL SUPPLY BREAKERS O WITH 120% BUSBAR EXCEPTION X YES NO Signs (See Guide Section 7 Sign for inverter OCPD and AC Disconnect: Solar PV System AC Point of Connection AC Output Current 10.125000 Amps Nominal AC Volt.240 Volts THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) If Main Disconnect is rated less than the Busbar rating: "Caution-Solar Connection. Do Not increase size of main disconnect" PV Module Ratings @ STC (Guide Section 5) a Model Make/Model Yingli Energy YL250P-29b UMax Power-Point Current (Imp)8.11 Amps Max Power-Point Voltage (Vmp)30.2 Volts Cr Open-Circuit Voltage (Voc)37.8 Volts a Short-Circuit Current (Isc)8.63 Amps C Max Series Fuse (OCPD) 15 Amps C Nominal Maximum Power at STC (Pmax)240 Watts C aMaximum System Voltage 1000(IEC)/600(UL) Voc Temperature Coefficient -0.33 %/°C NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix D): 1.) Lowest expected ambient temperature based on ASHRAE minimum mean extreme dry bulb temperature for ASHRAE location most similar to installation location: -1.5°C 2.) Highest continuous ambient temperature based on ASHRAE highest month 2% dry bulb temperature for ASHRAE location most similar to installation location: 37°C 3.) 2005 ASHRAE fundamentals 2% design temperatures do not exceed 47°C in the United States (Palm Springs, CA is 44.1°C). For less than 9 current-carrying conductors in roof-mounted sunlit conduit at least 0.5" above roof and using the outdoor design temperature of 47°C or less (all of United States). a.) 12 AWG, 90°C conductors are generally acceptable for modules with Isc of 7.68 Amps c or less when protected by a 12-Amp or smaller fuse. b.) 10 AWG, 90°C conductors are generally acceptable for modules with Isc of 9.6 Amps or less when protected by a 15-Amp or smaller fuse. 0 0 ..4....,444,0% of Cahf,99>2 20 <> POINT OF DELIVERY 0% C j.4» & C>&% AND INTERCONNECTION E +6689OMAT47 E /15/:'St--7 5 5- V©Q:,0:,..,#0*-4 1..\4. '/.O- . - j.«2> .2 H VISIBLE/LOCKABLE UY!/,, 'KNIFE' A/C PV CIRCUIT 1: 9 MODULES/PARALLEL 49/Po DISCONNECT EXISTING /1 9 9 240V/100ALOAD-CENTER 11 100/ 08<702 00 2-,1.9 9 n 15A IMJ \ Siemens #LNF222R/1\ 2 60A/240V < JUNCTION/El.0 \ UNFUSED BOX : NEMA3 SOLAR BREAKER SHALL BE PLACED AT THE EXTREME i OPPOSITE SIDE OF THE UTILITY SUPPLY El.0/ NOTE: NEUTRAL CONDUCTOR(S) OMITTED FOR CLARITY ALL INVERTER OUTPUT CIRCUITS WILL HAVE A NEUTRAL CONDUCTOR. WARNING LABELS WITH WHITE LETTERS/RED BACKGROUND WILL BE PROVIDED ON A/C DISCONNECT .. (0- Un 6 6 a-4 S Photo-voltaic Placard Labels All labels have red back grounds with white lettering. All labels are made of reflective, weather resistant material that is suitable for the environment. All labels appear on this sheet as they would appear posted on equipment. A WARNING Property of Vivint Solar TURN OFF PHOTOVOLTAIC AC DISCOIECT PRIOR TO WORKNG_ISDE PANEL vivint solar 877.404.4129 Listed on Junction Boxes and Main Panel SOLAR BREAKERThis-solar-photovoltaicsystemanditscomponents are the sole personal property of Vivint Solar DO NOT RELOCATE Listed on Disconnect Listed on PV Breaker WARNING DUAL POWER SOURCE Property of Vivint Solar SECOND SOURCE IS PV SYSTEM PHOTOVOLTAIC PROPERTY OF VIVINT SOLAR AC DISCONNECT Listed on Main Panel Listed on Disconnect PHOTOVOLTAIC AC DISCONNECT Property of Vivint Solar MAX. AC OPERATING CURRENT: NOM. AC OPERATING VOLTAGE:__24V PHOTOVOLTAI•liIDISCONNECT MAXIMUM AC OPERATING CURRENL .NOMINAL OPERATING AC VOLTAGE Listed on Disconnect Listed on Disconnect Listed on all conduit mounting systerns Project information Project data Project description 3601320 Contact Name Zip code 92704 site Santa Ana, CA House number, street 710 S Gates St Phone Email Developer:Page 1 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3601320 mounting systems Building data Site data Country USAIBC Terrain height Building specifications Roof type Gable roof Roof specifications Roofing Composition Shingle Rafter width 1.5 in Roof pitch 5 ° Rafter height 5.5 in 19 Developer:Page 2 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3601320 mounting systems Loads Snow load Importance Factor Il: 1.00 Ground snow load Pg =0.000 lb/fe Shape factor CS = 1.000 Snow load - flat Pf =0.000 lb/ftz Snow load - sloped Ps.0.000 lb/ftz Wind load Basic wind speed V= Terrain category Wind Gust Velocity Pressure q= 100.00 mph B: Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. 26.380 I b/ftw Roof areas Distributed Wind Loading per Base Rail Pressure [lb/ft]Suction [lb/ft] Field 20.411 -50.177 Dead load Modulearea AM -17.60 fe Modul weight GM -40.80 lbs Dead load gM I 2.363 lb/ftz Developer:Page 3 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3601320 mounting systems Load combinations (ASD) LFK1:Ed=D+F LFK2:Ed=D+H+F+L+T LFK3:Ed=D+H+F+(LrorSorR) LFK4:Ed =D+H+F+ 0.75 *(1-+T)+ 0.75 * (Lror SorR) LFK5:Ed=D+H+F+ (Wor 0.7 * E) LFK6:Ed =D+H+F+ 0.75 *(Wor 0.7 *E)+ 0.75 *L+ 0.75 * (Ir or SorR) LFK7:Ed =0.6 *D+W+H LFK8:Ed=O.6*D+0.7*E+H max action [lb/ftz] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 9.889 0.206 -16.170 0.206 max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 8.163 0.170 -13.350 0.170 Developer: · Page 4 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3601320 mounting systems Module field layout Module manufacturer Module type Module power Number of modules Module orientation . 3 R 4.90 in 28 ft 4.00 in I -- Yingli YL250P-29B 250.00 Watt 9 Portrait 9 ft 10.50 in Module length 65.0 in Module width 39.0 in Frame height 1.6 in Modul weight 40.80 lbs Overall power output 2.3 kWp 19 A 8.60 in 8A 10.19*n----- 3 R 1.32 in 1 6 R 4.50 in 8 R 10.19 in 011 •X 0 ft 3 ft 3.72 in 33 ft 0.00 in Developer:Page 5 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3601320 mounting systems Configuration Fastener capacity Description Set 12: Quickmount Comp Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 6771bf Rail Description GS 10/48 Moment of inertia Iz 0.14 inA4 Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.20 inA3 Resistance moment Wy 0.23 inA3 Cross section area 0.21 in/\2 yield stress 31.6 ksi modulus of elasticity 10153.0 ksi Load Rail Stress Deflection under load (% A=L/150) Length Load capacity Roof area (%yield)Rail Cantilever Cantilever Attachment Field 18.7 %53.7 % |15.2 %14.3 in 31.5 % The system was successfully verified. Notes • Onlythe statics of the solarsubstructure are analyzed. The rails are designed as multi-box girders with cantilever, and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. Developer:Page 6 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3601320 1111111111111111111111111 x Attachment Illllllllllllllllllllllll o splice 11111'All'll'lll'Illl'lll lifffilly¥ 11111111111ilii Ill,1114111111111111111111 A = GS 10/48 20 a [10 n 0.86 in] 1111111111111111111111111 III**IlI*tI11111111111111 llllllAllllllllllllllllll 111¥r'llirl'.1111111111111 Ilillillillillillillillil XX X X1 l l l 1 1 i i i l l 1 l k i i i l i l l i 1 1 1 2.71 ftIIb**lll**lllllllllllllll 1111111111111111111111111 1111111111111111111111111 1111111111111111111111111 1111111111111111111111111 1111111111111111111111111 1111111111111111111111111 Alpha+ 3601320 Developer: Page 7 of 9 Date 5/13/2014 MS Version 2.0.21.0 . mountingsystemsConstruction 2.96 ft 1 2.96 ft -11 111111111'11111111'lilli 1- 2.95 ft 27.09 ft 2.95 ft ' 0 Field m Edges (gableboard))Il Corner E Edges (eaves) Alpha+ 3601320 Developer: Page 8 of 9 Date 5/13/2014 MS Version 2.0.21.0 Sl.Ualsfs Sugunow 2.95 ft 27.09 ft 2.95 ft 1-1 1--1 1 lili ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 'lili 1111111111111111111111111 X X· ,lllllllllllllllllllllllll ·XX X X' lil l i l l 1 11 1 1 1 l i li 1 1 1 1 1 1 1 1 1 1 1 I. t $ 1 1 It till lilli lilli Ill 1111111111111111111111111 25.37 ft iii'l<fi i i 25.37 ftTi ll 1 1 1 1 1 Illil i 111]111111111111111111111 X X· 1111111111111111111111111 1 1 1. * $ I lit * 11 1 1 1 1 1 1 1 1 1 1 1 1, 1 1 mounting systems cut rails 6x BR 1 0M8 CS; 20ft zugeschnitten auf 1x 10ft 0.86 in BOM Item No.Description Weight Quantity add. Items Sum 720-0854 Set 12: Quickmount Comp Shingle PV Mount 12")0.000 lbs 702-0184 Module end damp CS FH 40mm 0.112 lbs 700-0080 Module damp CS FH 28-40mm 0.090 lbs 720-1200 Set: 5 spare Clickstones 0.000 lbs 800-1083 BR 10/48 CS; 20ft 13.623 lbs Total 84.168 lbs 2 0 2 12 0 12 12 0 12 1 0 1 6 0 6 Developer:Page 9 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3601320 Customer AR Customer Address 3601320 710 S Gates St Santa Ana, CA Utility Company Name Utility Account Number Electrical Meter Number Estimated Annual CONSUMPTION Estimated Annual PRODUCTION SCE 3-006-1214-80 222013-593419 6692 3177 Offset: 47.4% Number of Panels Total System Size/DC Source Rating/Total Array Output (DC Watts) Inverter Ampere Rating (Amps AC) Number of Phases Inverter Voltage Rating Nominal DCVolts Inverter Power Factor (%) Module Manufacturer and Model Number Power Rating per Module (DC Watts) Inverter Manufacturerand Model Number Inverter Continuous AC Rating (AC Watts) Inverter Peak Efficiency (%) 9 2250 0.9 1 240 30.2 0.95 Yingli Energy YL250P-29b 250 Enphase M215-60-2LL-522 215 96.3% Totals Number of Modules/Inverters System Size/DC Source Rating/Array Output (DC Watts) Total Inverter Rating (kW AC) Total Inverter Output (AC Watts) Estimated Production Building Permit Valuation Electrical Permit Valuation Total Valuation @ $5.00/Watt:5.00 9 2250 0.215 215 3177 $ 450.00 $ 10,800.00 $ 11,250.00 $ 11,250.00 Building Permit Valuation per watt $ 0.20 Electrical Permit Valuation per watt $ 4.80 Constraint:USAGE Customer Estimated Monthly Usage:(Total annual usage: 6692 kWh) January February March April 496 476 434 450 May June July August 527 540 620 713 September ·October November December 810 558 510 558 Vivint Solar - PV Solar Rooftop System Permit Submittal 1. Proiect Information Project Name:Olga Ponce Project Address:710 S Gates St, Santa Ana CA A. System Description: The array consists o f a 2.25 kW DC roo Amounted Photovoltaic power system operating in parallel with the utility grid. There are (9) 250- watt modules and (9) 215-watt micro-inverters, mounted on the back of each PV module. The array includes (1) PV circuit(s). The array is mounted to the roof using the engineered racking solution from Mounting Systems Inc. B. Site Design Temperature: Average low temperature: Average high temperature: (From Fullerton Municipal AP weather station) 0.9 °C (33.62 °F) 40.9 °C (105.62 °F) C. Minimum Design Loads: Ground Snow Load:0 psf (ASCE 7-10(7.2)) Design Wind Speed:100 mph (ASCII 7-10(26.5.1)) 2. Structural Review of PV Arrav Mounting Svstem: A. System Description: 1. Roof type: 2. Method and type of weatherproofing roof penetrations: Comp. Shingle Flashing B. Mounting System Information: 1. Mounting system is an engineered product designed to mount PV modules 2. For manufactured mounong systems, following information applies: a. Mounting System Manufacturer:Mounting Systems Inc. b. Product Name:Alpha + c. Total Weight of PV Modules and mounting hardware:378.9 lbs d. Total number of attachment points: 24 e. Weight per attachment point:15.78 lbs/square foot f. Maximum spacing between attachment points: *See attached engineering calcs g. Total surface area of PV array:157.75 square feet h. Array pounds per square foot:2.4 lbs/square foot i. Distributed weight of PV array on roof sections: -Roof section 1:(9) modules, (24) attachments 15.79 pounds per square foot vivintsolar 3. Electrical Components: A. Module (UL 1703 Listed) Yingli Energy YL250P-29b Qty 9 modules Module Specs Pmax - nominal maximum power at STC Vmp - rated voltage at maximum power Voc - rated open-circuit voltage Imp - rated current at maximum power Isc - rate short circuit current 250 watts 30.2 volts 37.8 volts 8.11 amps 8.63 amps B. Inverter (UL 1741 listed) Enphase M215-60-2LL-S22 Qty 9 inverters Inverter Specs 1. Input Data (DC in) Recommended input power (DC) -260 watts Max. input DC Voltage -45 volts Peak power tracking voltage -22V - 36V + Min./Max. start voltage -22V/45V Max. DC short circuit current - 15 amps Max. input current -10.5 amps 2. Output Data (AC Out) Max. output power -215 watts Nominal output current -0.9 amps Nominal voltage -240 volts Max. units per PV circuit -17 micro-inverters Max. OCPD rating -20 amp circuit breaker C. System Configuration Number of PV circuits 1 PV circuit 1 -9 modules/inverters (15) amp breaker ¥0¥60,9. solar D. Electrical Calculations 1. PV Circuit current PV circuit nominal current Continuous current adjustment factor PV circuit continuous current rating 8.1 amps 125% 10.125 amps 2013 CEC Article 705.60(B)) 2. Overcurrent protection device rating PV circuit continuous current rating Next standard size fuse/breaker to protect conductors 10.125 amps 15 amp breaker Use 15 amp AC rated fuse or breaker 3. Conductor conditions ofuse adjustment (conductor ampacity derate) a. Temperature adder Average high temperature 40.9 °C (105.62 °F) Conduit is installed 1" above the roof surface Add 22 °C to ambient Adjusted maximum ambient temperature 62.9 °C (145.22°F) 2013 CEC Table 310.15(B)(2)(a) b. PV Circuit current adjustment for new ambient temperature Derate factor for 62.9 °C (145.22°ID 58% Adjusted PV circuit continuous current 17.4 amps 2013 CEC Table 310.16 (bottom of table) c. PV Circuit current adjustment for conduit fill Number of current-carrying conductors Conduit fill derate factor Final Adjusted PV circuit continuous current 3 conductors 100% 17.4 amps 2013 CEC Table 310.15(B)(2)(a) Total derated ampacity for PV circuit 17.4 amps Conductors (tag2 on 1-line) must be rated for a minimum of 17.4 amps THWN-2 (90 °C) #16AWG conductor is rated for 18 amps (Use #16AWG or larger) 4. Voltage drop (keep below 3°/0 total) 2 parts: 1. Voltage drop across longest PV circuit micro-inverters (from modules to j-box) 2. Voltage drop across AC conductors (from j-box to point o f interconnection) 2013 CEC Table 310.16 1. Mirco-inverter voltage drop: The largest number of micro-inverters in a row in the entire array is 9 inCircuit 1. According to manufacturer's specifications this equals a voltage drop of 0.39 %. 0.39% 2. AC conductor voltage drop: = Ix Rx D (+240 x 100 to convert to percent) = (Nominal current of largest circuit) x (Resistance of #16AWG copper) x (Total wire run) = (Circuit 1 nominal current is 8.1 amps) x (0.00508£2) x (943 + (240 volts) x (100)1.61% Total system voltage drop:20/0 vivint solar mounting systems Project information Project data Project description 3601320 Contact Name Zip code 92704 site Santa Ana, CA House number, street 710 S Gates St Phone Email Developer:Page 1 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3601320 mounting systerns Building data Site data Country USA I BC Terrain height Building specifications Roof type Gable roof Roof specifications Roofing Composition Shingle Rafter width 1.5 in Roof pitch 5 ° Rafter height 5.5 in 19 lit 8.22 in Developer:Page 2 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3601320 .Nek> vivi mounting systems Loads Snow load Importance Factor Il: 1.00 Ground snow load Pg =0.000 lb/ft2 Shape factor CS.1.000 Snow load - flat Pf -O.000 lb/ft- Snow load - sloped Ps.O.000 lb/ftz Wind load Basic wind speed V= Terrain category Wind Gust Velocity Pressure q= 100.00 mph B: Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. 26.380 lb/fti Roof areas Distributed Wind Loading per Base Rail Pressure [lb/ft]Suction [lb/ft] Field 20.411 -50.177 Dead load Module area AM 17.60 W Modul weight GM 40.80 lbs Dead load gM i 2.363 lb/ftz Developer:Page 3 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3601320 mounting systems Load combinations (ASD) LFK1:Ed=D+F LFK2:Ed=D+H+F+L+T LFK3:Ed=D+H+F+(IrorS orR) LFK4:Ed =D+H+F+ 0.75 *(L+T)+ 0.75 * (Lror SorR) LFK5:Edi=D+H+F+(Wor 0.7 *E) LFK6:Ed = D + H + F+ 0.75 * (W or O.7 * E) +0.75 * L+0.75 * (Lror S or R) LFK7 Ed= 0.6 *D+W+H LFK8:Ed-0.6*D+0.7*E+H max action [lb/ftz] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 9.889 0.206 -16.170 0.206 max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 8.163 0.170 -13.350 0.170 Developer:Page 4 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3601320 mounting systems Module field layout Module manufacturer Module type Module power Number of modules Module orientation v 3 64.90 in 28 ft 4.00 in - - -- Yingli YL250P-29B 250.00 Watt 9 Portrait 9 # 10.50 in Module length 65.0 in Module width 39.0 i n Frame height 1.6 in Modul weight 40.80 lbs Overall power output 2.3 kWp 19 n 8.60 in 8 ft 10.19 in--------- -- 3 R 1.32 in 16 ft 4.50 in 8 k 10.19 in 0 It. .X Oft 3 ft 3.72 in 33 ft 0.00 in Developer:Page 5 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha' 3601320 t=0,<7 mounting systems Configuration Fastener capacity Description Set 12: Quickmount Comp Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677 Ibf Rail Description GS 10/48 Moment of inertia Iz 0.14 inA4 Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.20 inA3 Resistance moment Wy 0.23 ins Cross section area 0.21 inA2 yield stress 31.6 ksi modulus of elasticity 10153.0 ksi Load Rail Stress Deflection under load (% A=L/150) Length Load capacity Roof area (%yield)Rail Cantilever Cantilever Attachment Field 18.7 %53.7 % |15.2 % .14.3 in 31.5 % The system was successfully verified. Notes • Onlythe statics of the solarsubstructure are analyzed. The rails are designed as multi-box girders with cantilever, and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. Developer:Page 6 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha' 3601320 1 1 0ZEI09E .eqdlv 1111111111111111111111111 1111111111111111111111111 1111111111111111111111111 1111111111111111111111111 1111111111111111111111111 llllllllllllllll%lllllllll -11111:111:1111 U IL'Z ) 11111111111111 11111111111111 11111111111111 11111111111111 llllllllllllll [u! 98'0 U OI] 14 02 8#/OI SS = V 11111111111111 11111111111111 lllllllll1llll 30!Ids o 11111111111111 1.**111 V IlillI X X llll9l 't1''' IllIFI I**Iillit Iff' 91 I.11'll 111IFI lillil $*1 1 1 lilli X X lilli 11' l l lilli 4*11 1 lilli ¥¥11 1 1 1 .1 1 I lilli lilli luaU.Ilpelw X 1111111111111111111111111 . mounting systems Construction Developer: Page 7 of 9 Date 5/13/2014 MS Version 2.0.21.0 2.96 ft 1 1 2.96 ft U-1-1--1- lilli -1---1 Ill 2.95 ft 27.09 ft Ill ' 2.95 ft ' E Field []Edges (gableboard))Il Corner [3 Edges (eaves) Alpha+ 3601320 Developer: Page 8 of 9 Date 5/13/2014 MS Version 2.0.21.0 2.95 ft 27.09 ft 2.95 ft 1----1- - 1 1 - -1--1 0O lllllllllllllllllllllllll 1111111111111111111111111 01 111111111 1,1 11111111111111 1111111111111111111111111 lilit $ 1 1 1 $ t.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111111111111111111111111 25.37 ft Illl'lllllllllllllllX X 25.37 ft lilill'1111111111111111111XX X111111111 1'111111111111111 1 1 11* * 1 1 1 $ 4,1 1 1 1 1 1 Il l I li l l i lilli11111111111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 lllllllllllllllllllllllll mounting systems cut rails 6x BR 10/48 CS; 20ft zugeschnitten auf 1x 10ft 0.86 in BOM Item No.Description Weight Quantity add. Items Sum 720-0854 Set 12: Quickmount Comp Shingle PV Mount 125 0.000 lbs 702-0184 Module end damp CS FH 40mm 0.112 lbs 700-0080 Module damp CS FH 28-40mm 0.090 lbs 720-1200 Set: 5 spare Clickstones 0.000 lbs 800-1083 BR 10/48 CS; 20ft 13.623 lbs Total 84.168 lbs 2 0 2 12 0 12 12 0 12 1 0 1 6 0 6 Developer:Page 9 of 9 Date 5/13/2014 MS Version 2.0.21.0 . Alpha+ 3601320 CS*=R -5 2 STRUCTURAL ENGINEERS April 15, 2014 Mounting System 820 Riverside Pkwy Sacramento, California 95606 TEL: (855) 731-9996 FAX: (916) 287-2269 Attn.: Mounting System - Engineering Department, Re: Engineering Certification for the Mounting System 13/52 Rail Span Chart PZSE, Inc.-Structural Engineers has reviewed Mounting System's 13/52 rail span charts. All information, data and analysis contained within the Mounting System 13/52 rail span charts are based on, and comply with the following: 1. Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-10 2. 2012 International Building Code, by International Code Council, Inc. 3. 2013 California Building Code, by California Building Standards Commission 4. 2010 Aluminum Design Manual, by The Aluminum Association 5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by ICC-ES This letter certifies that the loading criteria and design basis for the Mounting System 13/52 rail span charts are in compliance with the above Codes. If you have any questions on the above, do not hesitate to call.€=5*27.- Sincerely ,-ake *E#*HE TH 25'41 rr,3 Z No. S3878 "i* /• k Ezo. 341-15 *,1 - 11 10 , Paul Zacher, SE - President M..94414@De.,0 +t:%2=dus>f 8137 Sunset Avenue, Suite 120 • Fair Oaks, CA 95628 • 916.961.3960 • 916.961.3965 f • www.Pl51.COM e 13/52 Rail Zone 1 Span Chart Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf , 100 10.0 .8.5 .7.0 6.0 5.5 .5.0 4.5 4.0 4.0 3.5 105 10.0 - 8.5 - 1 -7.0 -16.0 5.5 :5.0 4.5 4.0 4.0 -3.5 110 10.0 8.5_.. 7.0 6.0 5.5 5.0 4.5 4.0 '4.0 3.5 120 10.0 8.5 -: 7.0 6.0- 3 --5.5 5.0 ' 4.5 4.0 - -4.0- - 3.5 Category ' 130 9,5 8.5 . ..7.0 6.0 5.5 5.0 4.5 =4.0 - --4.0 - 3.5 8 ' 140 9.0-8.5 '7.0 6.0-5.5 - , 5.0 ,4.5 4.0-4.0. _3.5 £ 150 8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 160 7.5 7.5 :6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 170 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 180 7.0 7.0 6.5 6.0 .5.5 5.0 4.5 4.0 4.0 3.5 Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 10.0 8.5 7.0 6.0 5.5 5.0 ' 4.5 4.0 4.0 3.5 105 ,10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 9.5 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 ' 3.5 Category 130 -8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 C 140 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 160 -6.5 6.5 6.5 5.5 - 5.0 5.0 4.5 4.0 4.0 3.5 170 6.0 6.0 6.0 5.5 5.0 5.0 4.5 4.0 4.0 3.5 180 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 105 9.5 8.5 7.0 6.0 5.5 5.0 4.5 ,4.0 4.0 3.5 110 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 8.5 8.0 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 Category 130 7.5 7.5 7.0 6.0 5.5 50 4.5 4.0 4.0 3.5 D 140 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 6.5 6.5 6.5 6.0 5.5 5.0 .4.5 4.0 4.0 3.5 160 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 -4.0 3.5 170 '5.5 5.5 5.5 5.5 5.0 4,5 4.5 4.0 4.0 3.5 180 5.5 5.5 5.5 5.5 5.0 4.5 4.5 40 4.0 3.5 a. The table above ONLY includes 13-52 rail capacity check. It does not include roof attachment or roof capacity check b. Wind risk category Il per ASCE7-10 c. Topographic factor, I<zt is 1.0 d. Maximum mean roof height is 60 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 50 lbs h. Height of solar panel is between 2" and 10" to roof 13/52 Rail Zone 2 Span Chart Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 9.5 8.5 7.0 *6.0 5.5 5.0 4.5 4.0 4.0 3.5 105 .9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 8.5 8.0 7.0 ,6.0 5.5 5.0 ,0 4.5 4.0 4.0 3.5 120 '' 7.5 7.5 7.0 6.0 5.5 5.0 1 4.5 4.0 4.0 3.5 Category 130 -D -7.0 7.0 6.5 -6.0 5.5 1 5.0 .4.5 4.0 4.0 3.5 8 140 '6.5 6.5 6.5 5.5 5.0 5.0 E 4.5 4.0 4.0 3.5 150 J 6.0 6.0 '6.0 '5.5 5.0 4.5 - 4.5 4.0 4.0 '3.5 160 u 2 5.5 .5.5 - . 5.5 0 .5.5 ..5.0 _ ; 4.5 1 4.5 4.0 '4.0 3.5 170 1 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 180 5.0 5.0 5.0 5.0 5.0 ,4.5 4.5 7.0 '4.0 3.5 Wind Ground how load Exposure 5peed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 8.0 8.0 7.0 6.0 5.5 5.0 4.5 '4.0 4.0 3.5 105 7.5 7.5 7.0 6.0 5.5 5.0 f 4.5 4.0 4.0 3.5 110 7.5 7.5 6.5 6.0 5.5 5.0 4.5 - 4.0 4.0 3.5 - 120 6.5 6.5 -6.5 6.0 5.5 5.0 ,4.5 4.0 4.0 3.5 Category 130 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 C 140 5.5 5.5 5.5 5.5 5.0 4.5 ,4.5 4.0 4.0 3.5 150 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 160 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 170 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 180 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 Wind Ground Snow load Exposure 5peed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 105 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 6.5 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 Category 130 5.5 5.5 5.5 55 5.0 4.5 4.5 4.0 4.0 3.5 D 140 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 150 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 160 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 170 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 180 4.0 4.0 '4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 a. The table above ONLY includes 13-52 rail capacity check. It does not include roof attachment or roof capacity check b. Wind risk category Il per ASCE7-10 c. Topographic factor, kztis 1.0 d. Maximum mean roof height is 60 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 50 lbs h. Height of solar panel is between 2" and 10" to roof Exposure Category B Exposure Category C Exposure Category D 13/52 Rail Zone 3 Span Chart Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 7.5 7.5 6.5 6.0 5.5 1 5.0 4.5 4.0 4.0 3.5 105 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 6.5 6.5 '6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 120 6.0 6.0 1 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 130 5.5 5,5 -5.5 5.5 5.0 4.5 4.5 -4.0 4.0 -3.5 140 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 150--5.0 5.0 '5.0 '5.0 -5.0 4.5 4.5 4.0 4.0 3.5 160 _4.5 .4.5 4.5 4.5 4.5 4.5 4.5 '4.0 1 4.0 .3.5 170 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 180 4.0 4.0 4.0 4.0 .4.0 4.0 i 4.0 4.0 4.0 3.5 Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 6.5 6.5 6.5 5.5 5.0 5.0 4.5 4.0 4.0 3.5 105 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 110 5.5 5.5 .5.5 5.5 5.0 4.5 4.5 4.0 4.0 3.5 120 5.0 5.0 5.0 5.0 5.0 '4.5 4.5 4.0 4.0 3.5 130 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 140 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 150 4.0 4.0 4.0 4.0 4.0 ,4.0 4.0 4.0 4.0 3.5 160 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 180 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Wind Ground Siow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 _6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 105 5.5 5.5 5.5 5.5 5.0 4.5 4.S 4.0 4.0 3.5 110 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 120 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 130 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 140 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 150 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 160 3.5 3.5 3.5 3.5 3.5 35 3.5 3.5 3.5 3.5 170 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 180 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 a. The table above ONLY includes 13-52 rail capacity check. It does not include roof attachment or roof capacity check b. Wind risk category Il per ASCE7-10 c. Topographic factor, kzt is 1.0 d. Maximum mean roof height is 60 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 50 lbs h. Height of solar panel is between 2" and 10" to roof 13/52 Rail Allowable Uplift Wind F,rce (pIf) Rail Span (ft) 70 80 90 100 110 130 150 170 200 240 300 380 480 650 900 3.0 13/52 Rail3.5 13/52 Rail 4.0 13/52 Rail 4,5 13/52 Rail 5.0 13/52 Rail 5.5 13/52 Rail 6.0 13/52 Rail 6.5 13/52 Rail 7.0 13/52 Rail 7.5 13/52 Rail 8.0 13/52 Rail 8.5 13/52 Rail 9.0 13/52 Rail . 9.5 13/52 Rail 10.0 13/52 Rail 13/52 Rail Allowable Uplift Span (ft)Force (lb) 3.0 1764 3.5 1480 4.0 1243 4.5 1101 5.0 960 5.5 838 6.0 756 6.5 690 7.0 651 7.5 598 8.0 533 8.5 510 9.0 480 9.5 444 10.0 402 Alpha+ Engineering and Technical Datamounting systems Alpha+ Splice Composition Data Base material Alloy - temper Alloy composition Designation Density (p) Coeff of thermal expansion (aT) Modulus of elasticity (E) Shear modulus (G) Ultimate tensile strength (fu,k) Tensile yield strength (fv,k) Aluminum 6063-T66 En-AW-AIMgSiO.7 EN AW-6063 T66 0.0975 Ibm/in3 (2.70 gm/cm3) 13xl 0-toF (2.35)(10-5/°C) 10,100 ksi (69,637 MN/m 9 39.2 ksi (270.3 MN/m2) 30.0 ksi (206.8 MN/ml 25 ksi (172.4 MN/m9 Alpha+ Splice Section Properties (English) Moment Moment Section Rail Area (A)Weight of Inertia of Inertia Modulus Type (S*)(ix) (4) 10/48 0.557 in2 0.67 Ibm 0.242 ird 0.152 in4 0.231 in 13/52 0.594 in2 0.80 Ibm/ft 0.297 2 0.162 in'*0.259 in3 Section Modulus (Sy) 0.200 2 0.215 in) Radius Radius of of Gyration Gyration (rj (ry) 0.606 in 0.480 in 0.657 in 0.488 in Alpha+ Splice Section Properties (Metric) Moment Moment Section Rail Area (A)Weight of Inertia of Inertia Modulus Type (Sx)(Ix) (ly) 10/48 4.236 cm2 1,144 g/m 10.07 cm* 6.33 cm*3.79 cm3 13/52 4.432 cm2 1,197 g/m 12.37 cm4 6.76 cm4 4.25 cm3 Section Modulus (Sy) 3.28 cm) 3.52 cm, Radius Radius Of of Gyration Gyration (rv) 1.54 cm 1.22 cm 1.67 cm 1.24 cm 3 t IL t 2.05 in (52 mm) Notes 1. Specifications are subject to change without notice. 1.89 in (48 mm) V 2. All major components described herein are available in black anodized finish. Such finish has negligible effect on structural engineering properties. 10/48 13/52 1.22 in (30.9 mm) 1.45 in -* _) 13/5212 0/48 3. Mounting Systems, Inc. shall not be liable for nor assume any responsibility for the adequacy of any underlying structure on which Alpha' components or the Alpha+ system is installed. -- (37.5 mm) - Alpha+ Splice Section 4. The Mounting Systems Quick Configurator (MSQC) should be used to verify planned installations. The MSQC is available at www.mountina- svstems.com 3 Alpha+ Engineering and Technical Datamounting systems Alpha+ Rail Composition Data Base material Alloy - temper Alloy composition Designation Density (p) Coeff of thermal expansion (a-r) Modulus of elasticity (E) Shear modulus (G) Ultimate tensile strength (fu,k) Tensile yield strength (fv,k) Aluminum 6005-T5 En-AW-AISiMg EN AW-6005-T5 0.0975 Ibm/ina (2.70 gm/cm3) 13xl 0-6/OF (2.35xl 0-5/°C) 10,100 ksi (69,600 MN/m9 39.2 ksi (2,703 kly/cm2) 38.0 ksi (2,620 kN/cm2) 35.0 ksi (2,413 kN/cm9 - - 2 £-*Er=- -)14*-Il Alpha+ Rail Section Properties (English) Rail Type 10/48 13/52 Moment Moment Section Section Area (A)Weight of Inertia of Inertia Modulus Modulus (IX) Cly) (SO (Sy) 0.557 in2 0.67 Ibm/ft 0.246 in4 0.154 ir,4 0.241 in3 -0.210 ih3 0.594 ire 0.70 Ibm/ft 0.311 in't 0.169 in4 0.291 in3 0.229 ina Radius Radius of of Gyration Gyration (rx) (rv) 0.661*in 0.530 in 0.723 in 0.532 in Alpha+ Rail Section Properties (Metric) Moment Moment Section Rail Area (A)Weight of Inertia of Inertia Modulus Type (Sx)(IX) (4) 10/48 3.595 cm2 972 g/m 10.22 cr,14 6.42 cm4 3.95 crns 13/52 3.835 cm2 1,037 g/m 12.93 cm4 7.02 cm4 4.77 cm3 Section Modulus (Sy) 3.44 cm3 3.76 cm, Radius Radius of of Gyration Gyration (rx) (rv) 1.679 cm 1.345 cm 1.839 cm 1.35 cm 2.05 in (52 mm) 1.89 in (48 mm) 1.47 in (37.3 mm) 13/52 10/48 Stainless Steel Connectors Clickstone Splice PEL Alpha+ Rail Section Property Designation Chemical composition Density ( p) Coefficient of thermal expansion (a·r) Modulus of elasticity (E) Shear modulus (G) Ultimate tensile strength C 4.ID Tensile yield strength M8 T-bolt Serrated nut -!10/48 A [p/52 Value 18-8 / 304 (A2-70) X5CrNi1810 0.285 Ibm/ins (7.9 g/cm3) 9.6xl 0-6/¥ (1.6xl 0-5/°C) 28,000 ksi (193,053 MN/m2) 12,500 ksi (86,184 MN/m2) 73,.2 ksi (504,696 MN/m2) 31.2 ksi (215,116 MN/m2) M6 Allen socket head bolt 1 Alpha+ Engineering and Technical Datamounting systems Clickstone Composition Data Base material Alloy - temper Alloy composition Designation Density (p) Coeff of thermal expansion (a-r) Modulus of elasticity (E) Shear modulus (G) Ultimate tensile strength (fuk) Tensile yield strength (fv,k) Aluminum 6063-T66 En-AW-AIMgSiO.7 EN AW-6063 T66 0.0975 Ibm/ina (2.70 gm/cm)) 13xl 0-6/OF (2.35xl 0-5/OC) 10,100 ksi (69,637 MN/mD 39.2 ksi (270.3 MN/ml 30.0 ksi (206.8 MN/m2) 25 ksi (172.4 MN/m2) Clickstone Section Properties (English) Moment Moment Section Section Area (A)Weight of Inertia of Inertia Modulus Modulus (10 (ly) (Sx)(Sy) 0.357 in,0.42 Ibm/ft 0.058 in4 0.019 in4 0.079 ins 0.057 in3 t Radius of Radius of Gyration Gyration (rx) (rv) 0.661 in 0.530 in Clickstone Section Properties (Metric) Moment Moment Section Section Area (A)Weight of Inertia of Inertia Modulus Modulus Cly) CS,)(Sy) 2.305 cmi 622 g/m 2.395 crn4 0.791 cr,14 1.294 crn3 0.931 cm3 Radius Radius of of Gyration Gyration (rb (rv) 1.019 cm 0.586 cm Clickstone Pullout Load Data Maximum Average ASD Safety Allowable Ultimate Load Ultimate Load Factor (Q)Load LRFD Resistance Factor (0) Design Load 1,443 Ib 1,424 lb,2.0 712 Ibi (6.42 kN)(6.22 kN)(3.17 kN) 0.75 1,068 Ibf (4.75 kN) 4 Pullout force Clickstone Rail Cllckstone Pullout test AIDha+ Clamp 2 mounting systems Alpha+ Engineering and Technical Data Typical Rail Span Capabilityl Alpha* Rail Spans (ft)' L-foot' niounli"*t Deslon WInc-speed (mph)'•V'JOInfi - - - 80 90 100 110 1 120 130 140 150 Snow Load Roll Size.Rail Slio Rail Size Rall Size Roll Size Roll SIze Rall Siu,Roll Size (Pan '10/48 '13/52 10/48 13/52 10/48 13/52 10/48 13/52 10/48 13/52 10/48 13/52 10/48 13/52 10/48 13/52 0 6646464444 4 4 4 4 2 4 10 4 6 4 6 4 6 4 4 4 4 4 4 4424 20 44444444 44444424 30 4444 444444444424 (40 4444444444442424 50 4 4 4 4 4 4 4 4 4 4 2 4 2 4 2 4 1. Ral! spans assume 24- ralter Spactng and are snown U •Mo larthost accept, L e raller; Pararnateis: Gablo ioot 5 15' high. stopc 525-.·850·AMSL. Occupancy Category 11 rmporlanca factor .1.0). refrain calegory 8. Partially exposed. center zono lastal?allon. -NS.Not Sulable* 2. Calculations assume stand-atorle L-loot or L-foot mounted to Quick Mount PV aMSC mounullanhinn or equivatent. Alpha Rail Spans (ft)' "Universal" Barrel/Curved/Flat Tile Roof Hooks'niountina s •/titellt•.- Design Wind S#eed (mph) -80 -' 90 -100 1710 120 130 140 - 150 Snow Load Rall Stzo Roll Size Rall SIze.Roll Size Roll Size Rail Sizo Rall Size Roil Stzo (psf)10/48 ' 13/52 10/48 13/52 10/48 13/52 10/48 113/52 10/481 13/52 10/48 13/52 10/48113/52 10/48 13/52 0 664646 4 4 4 4 4 4 2222 10 464646444444 2222 20 4444 4 4 4 4 44442222 30 4444 4 4 4 4 4 4 222222 40 4444 4 4 4 4 2 2 2 2 2 2 2 2 50 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1. Rolf spans assume 24-Filter Fac i g and are shown to ine forthest accepu : e ratter; Parameters: Gable roof 5 15· high, slope 525't 850·AMSL, Occupancy Category It (imponance fackai .1.01. Teriair, calenory 8, Panially erposed. center zonn ins,allitlon. -NS.Not Suitnblo 2. Tile roof hooks secured with two 5/16- x 3'44- lag screws. Alpha Rail Spans (ft)1 Aol/Plaln Tlle Roof Hooks' inuililli, IM * Design Wind>Speed (mph) _ 80' I 00 -100 -110 120 130 140 150 Snow Load Rail Size Rail Size Rail Size Rail Size Rail SIze Rai] Size Rall Size Rall Size (pso 10/48 13/52 10/48 13/52 10/48 113/52 10/48 113/52 10/48 13/52 10/48 13/52 10/48 13/52 10/48-13/52 0 4 4 4 4 2 2 2 2 2 2 NS NS NS NS NS NS 10 4 4 4 4 2 2 2 2 2 2 NS NS NS NS NS NS 20 4 4 4 4 2 2 2 2 2 2 NS NS NS NS NS NS 30 4 4 4 4 2 2 2 2 2 2 NS NS NS NS NS NS 40 4 4 2 2 2 2 2 2 2 2 Ns NS NS NS NS NS 50 2 2 2 2 2 2 2 2 2 2 NS NS NS NS NS NS t. Rail spans assume 24- roltor spacing and are rhown U. 1110 larthent occep:- ' c rolter; Poramoters: Goblo fool 5 15' high, 51000 525; 850'AMSL, Occupancy Category 11 impoitince factor =1.01, Te,rain caleflog B, Pallially 0¥pused. cenler zone Installation. "NS=No! Suitable' 2. Tilo roof hooks secured with,wo 916" x 3,4' Ing screwy. Alpha Rail Spans (ft)' Slate Roof Hooksz11,0.liti.8 Design Wine Speed imph). _ 80 90 -1 100 -110 -120 130 140 150 Snow Load Rall size Roll.Slze Roll Size Rall Size Roll SIze Roll Size Roll Size RaIl SIze (p.)10/48 13/52 10/48 -13/52 10/48 113/52 10/48 13/52 10/48 13/52 10/48 13/52 10/48 13/52 10/48 - 13/52 066 4 6 2 2 2 2 2222 2222 10 4644222222222222 20 4 4 4 4 2222 2 2 2 2 2222 30 2 2 2 2 222222222222 40 2222 2 2 2 2 2 2 2 2 2 2 NS NS 50 2 2 2 2 2 2 2 2 2 2 2 2 NS NS NS NS 1. Rail spans assume 24» Fallor spacing and are shown k Iho larthcst accepte' c iallci: Parameters: Gable roof g 15· hi.h. slope 3251 850·AMSL. Occupancy Galcgory 11 (importinco factor - 1.0), Terrain cateno 8, Panionv oxpor:cd, centor zone Initollation. NS•Nal Sultablo- 1. Rail spans shown are tyical for the conditions and parameters listed. Please consult the Mounting Systems Quick Configurator for specific array planning, layout, static verification and calculations. 4 X2§25><3> years mounting systerns 00 00 €6 Ega -c - '14---"--*-- - -*dkE=* - - --0 -2 -- 2. „... -11*12'itte>·7.. '· O O 0 1. » » *.2 20- O I ./ /1 -wwi u ALLrn - WI t jill 1 i i v %& -i: 6' 14' i u1 2# 1,4 ' '1 3.9 #) mi: 2 li #i' 0 P lid mounting systems Alpha - speed joins strength on sloped roofs The Mounting Systems Alpha is a PV mounting system de- signed for flush mounting of PV modules on sloped roofs. It has been expressly designed to be fast and easy to install while providing strength and long-term durability in even the most extreme conditions. Alpha uses Mounting Systems' patented Quid(stone technology and clever component de- sign to facilitate installation on all types of sloped roofs and sloped roof coverings. And the Mounting Systems Quickcon- figurator planning tool makes system planning, layout and structural verification easy and fast. Alpha overview The Alpha PV mounting system employs a number of innova- tive design elements that work together to minimize the time, effort and cost involved in assembling and installing PV systems on pitched roofs. Quickstone connection tech- nology and extensive use of pre-assembled components minimize the time spent on the roof and allow assembly and module installation with only a single tool, a 6-mm Allen wrench. From eliminating the need to cut rail to minimizing the number of tools required to complete an installation, the Alpha design engineers have sought to optimize eveIy facet of PV installation while maintaining the versatility and flexibility needed to accommodate the widest range of ap- plications and environmental conditions. Comprised entirely of marine-grade aluminum and stainless steel, the system provides reliability, security and safety. And because of its efficient design that optimizes the use of material, the Alpha system provides an excellent value. Alpha system components Roof attachments The Alpha system is versatile. A complete Iange of roof at- tachments allows installation on roofs covered by composite shingles, shake shingles, conugated or flat metal, flat tile, curved tile and even slate. All roof attachment components aIe supplied pre-assembled with all necessaIy rail attach- ment hardware r a L-feet b Roof hook 170 c Roof hook for heavy snow d Roof hook foI plain tiles e Roof hook for Slate/Shingles .Fr:17 @ 1 Alpha 1 L-feet are available for 5/16" lag screws or 3/8" lag screws. ' They can be used with most popular mounting/flashing products for composition shingle and shake shingle roofing and provide an economical, high-strength base for the Alpha system. Tile and slate roof hooks are fabricated from high-grade stainless steel. The Alpha roof hooks are designed to facili- tate installation on existing roofs. Flat tile roof hooks are adjustable to two riser heights allowing them to be used on tile roofs installed with or without tile battens. The curved tile roof hooks are designed so that the rail mounting riser can be moved to position the riser in the valley of the tile while still allowing the base of the roof hook to be secured to a joist or rafter. Hanger bolts are available for use on corrugated and flat- panel metal roofs and for use with wood or metal rafters or purlins. Hanger bolts include an L-foot preassembled with rail attachment hardware. An EPDM rubber washer seals the hanger bolt against water intrusion. Alpha roof attachments · Rail attachments for virtually any roof type Preassembled with rail attachment hardware · High-grade stainless steel ensures strength and durability · Work with all Alpha rail types Base rails The Alpha system comprises foul distinct sizes of aluminum base rails. This allows users to choose a rail size that optimiz- es the balance between rail attachment frequency and rail cost. Larger, higher-strength rails are capable of spanning larger distances between roof attachments but, because they are strengthened by additional metal, they cost somewhat more per foot than lighter rails. Lighter rails cost less per foot but may need to be attached more often. With four rail weights from which to choose, Alpha gives system designers the ability to optimize based on environmental loads, labor costs and system layout. Alpha rails are designated 7/49, 13/58, 19/63 and 25/65. The first number is an indication of the rail's relative strength. The second number is the height of the rail in mi Iii meters. Module clamps and roof attachment components are identi- cal for all four rail types which make parts availability and inventory management simpler and more reliable for dis- tributors and installers alike. Rails are available in Standard lengths ranging from 2 feet to 12 feet in 2-footincrements and 20 foot lengths. Stan- dard length rails can be used to accommodate any number of modules and are intended for use with standard Alpha splices and the Alpha telescoping rails for precise, aestheti- cally pleasinginstallations.Alpha Tailored Rails are available in lengths corresponding to 2,3,4 or 5 standard 60-cell modules with a maximum width of 3'-3.5" (1004 mm) including end and inter-module clamps.Tailored Rails are ideal for larger projects where installation speed is para- mount and a small amount of rail projecting beyond the modules is not critical. Mounting Systems can also supply rails cut to custom lengths up to 35 feet.1 Minimum older quantities apply. Please con- suit Mounting Systems for more information. Mounting Systems also makes Alpha rails available for bull purchasing, making it an even better value. Please consult Mounting Systems for quantity and pricing information. All Alpha rail is available in black anodizing for aestheti- cally sensitive applications. Black anodized module clamps and other Alpha system accessories such as telescoping end pieces are also available. To finish off the Alpha rails and make installations even more aesthetically pleasing, rail end caps are available to cover the rail ends and hide the unfinished metal exposed during rail fabrication. End caps can be customized with your company's logo or other graphics, at nominal additional cost. Please contact Mounting Systems for costs and details. 4, f Base rail 7/49 g Base rail 13/58, 19/63 and 25/65 0 1 Oecause of material handling concerns foi rails or increasing length. Mounting 5,5tems recommends a maximum rail length of 26 feet (8 m) for most applications. --- . Alpha 2 mounting systems Quickstone technology The Quickstone is Mounting Systems' patented fastening de- vice. Essentially a highly specialized nut, it is used for every Alpha system connection except attaching the rail mounting components to the roof. The Quickstone provides the Alpha system with several important advantages. Conventional nuts, T-bolts or other types of devices used to hold module clamps or to secure rails to the roof attachments gener- ally must be inserted at the end of the rail then slid along the rail to their final position and then secured. Quickstone components though, can be inserted in the Alpha rail at any point along the rail. A few turns of the Quickstone bolt then locks the component in the rail but still allows it to slide into its precise final location and then secured fully. This ability to be inserted at'any point allows all Quickstone- based components to be pie-assembled with Quid(stones, bolts and washers, eliminating the need to carry those parts separately and reducing the chance of misplacing, dropping or running out of them on the roof. This speeds and simpli- fies installations greatly. Ouickstone, the clever nut · Speeds and simplifies system assembly and module installation · Allows extensive component pIe-assembly for faster, more reliable installation · Only a single tool required for complete system assembly and module installation The Alpha system components are designed to use Quick- stones for every system connection including splices, tele- scoping rails and attachment of the rails to the roof mount- ing points. All Quickstone bolts are M8, socket-head bolts with a 6mm Allen socket. Therefore, once the L-feet or roof hooks are installed, the entire Alpha system can be assem- bled and modules installed usingonly a 6mm Allen wrench OI bit, dramatically simplifying the installation process. And because the Ouickstone chanhel is identical in each rail type, roof attachments and module clamps ae the same for every rail type. Separate Quickstones and bolts are available for attaching other items such as microinverters directly to the Alpha rails making the installation of those and other items quick and easy. h NI 0 LU-2-- D. a Element to be attached (e.g. module clamp) b A//en bo/t c Quickstone d Base rail Aipha 3 Rail splices The Alpha rail splice is, in fact, a short section of the cor- respondingly sized Alpha rail. The Alpha rail is specifically designed with a series of small rails and channels on the back side. When the splice section of rail is turned 180° these rails and channels form a complementary pattern that allows the splice to slide into the rails and channels on the rail itself. The benefit of this clever design is that the Alpha splice provides a joint between two base rails that is as strong as an unbroken section ofrail - there is no loss of strength across the Alpha splice. Therefore, there is no loss of span capability and no requirement to reduce span or add another roof attachment because of the splice,2 The Alpha splice is preas5embled with Quickstones and bolts making splice installation fast and simple. Telescoping end pieces The Alpha telescope is another unique design feature of the Alpha system. The telescoping rail allows the base rail to be extended up to 24 inches. Thus the rail length can be set to the precise length required without cutting. With the Alpha telescope there is no need to carry a saw to the roof, no metal fragments left on the roof and no scrap rail to carry off the roof and dispose of. The telescopes both speed system assembly and improve worker safety. Like the Alpha splice, the tblescopes preserve Iail strength and do not diminish rail span capability. The telescopes thoughtful design allows it to be installed on either end of the base rail. 1=9 1 10. ./ 4 4 / /, 4 IN '0-/ 14 Base rail Telescoping end-piece loose short lail section on the telescoping end-piece Roof connection Fixed short rail section Telescoping end pieces · Set precise rail length with no cutting · Enhances aesthetics and safety · Simplifies and speeds installation · Eliminates waste and scra p a Base rail a b Splice b r d e 2 Note: Due to its unconventional foim, 7/49 rail uses a dedicated spike shape. The 7/49 5plice provides the same strength as an uninterrupted 7/49 rail. . Alpha 4 Bonding and gIOUnding Alpha bonding and gIOUndingis supported by a full range of listed products for module-frame grounding, bonding jump- ers for splices and bonding to the grownding electrode(s). Burndy WEEB clips, designed expressly for the Alpha's pre- assembled inter-module clamps clip quickly and firmly onto the Quickstone bolt for fast, easy integration into the aIray Bamberg, Germany, 40 1(Wp, 2009 WEEB clip I.flpw 7. 1; 1 Other WEEB styles are incorporated into the bonding jumpers and the Alpha-specific WEEB lugs which are used to connect Alpha rails to each other and to the grounding electrode. As with all Alpha components, even bonding and grounding components employ Alpha's Quickstones and come pre- assembled, ready to insert and fasten in the appropriate locations. Alpha - where cost-effective PV installation begins Combining installation speed with innovative design and robust strength, the Mounting Systems' Alpha system makes pitched roof PV mounting simple, fast and safe. Its unique set of well thought out, truly usable features provide solid benefits to distributors, installen and end-users. With over 460 MW of Alpha systems installed and years of reliable, trouble-free operation, you can have confidence that Alpha will provide those same benefits to you. Alpha, where speed meets strength on sloped roofs · Quickconfigurator speeds planning, optimization and certification Quickstone technology allows extensive pre-assembly for fast, easy, efficient installation · Full strength splices preserve system strength and integrity · Innovative Telescoping Rails completely eliminate cutting rails - in the shop or on the roof · The high-value solution for pitched roof PV arrays Ast» 1 1 6 900,11 mounting systems Alpha technical data Application Roofing material Roof slope Building height PV modules Module layout Module orientation Pitched roof - on-roof Suitable for most roof types Up to 600 1 Up to 20 m · 66 ft 1 Framed, unframed In rows or columns Landscape, portrait Splice technology Size of modute array Any size 2 Position of the module amy No special requirements Possible height allowance Up to 38 mm · 1.5 in Distance between roof Up tolm· 6.6ftl attachments ,-\1 Standards International Building Code IBC 2009 36-0 ra Ca/(fomia Building Code CBC 2010 ASCE/SEI 7-10 Aluminum Design Manual 2010 Telescoping end-piece ANSI/AIS[ 360-05 Aa 318-08 Supporting profiles Extruded Aluminum (EN AW 6063 T66) Hooks, small parts Stainless steel (V2A) Color Natural (silver) Warranty 10 years 3 a Base rail b Telescoping end-piece c Module end clamp d Roof hook e Sptice 1 Different maximum values may apply, and are dependent on site, building, choice of roof attachments and modules. Using the Alpha calculation tool you can have the correct values for your project calculated quickly and easily. 2 Due to the,mal expansion of the material, we recommend a slight gap in the array every 12 m (39.4 ft.) 3 Please see the Mounting Systems, Inc. warranty document for details. 1 Alpha lEi 7 GreenFasten™GF 1 PRODUCTGUIDE Exploded Product View/B.O.M. - 1 Installation Instructions - 2 Cut Sheets - 3 Specifications - 4 9424243»49:,I.--, .8.eu-..nTAf.,a--,4,13."pp4• ...4:.!t:·b - 4*Ary€ fi:suy 414:2 ·s#;4:Ci<09»f:'tj r. ...1·.-,24,«v·r...ebr:, ,:3* r.g.:04.'1*-175,-'423<9,3.;*459'4-32€239»967%5.-:iw:ey 1. r ··a·.-.*My·.2 1 :i->.kf««f'·' €54,5 :*990;0*1444:5:19.#rbt:SS 7»f.0.404:Eft€·f¢.i: (Of.tatie-,myar ¢*«61£4/2 r:,tj:.*0:3:A·.: - le V t .. . .. Z.t r. V = 40€*,f*-'.. ..t.. 8>EcoFasten Solar® #9# www.ecofastensolar.com . A f ,¢348*)0: ®P@®(@®ro<*88 i b - 1 Exploded Product View, Bill of Materials Materials Needed for Assembly Quantity 1 1 1 1 53 0 ·N; Item No. Description of Material/Part 1 GF-1 Flashing 2 Comp Slide 4"Bracket with hardware 3 5/16" EPDM Bonded 304-18.8 SS Washer 4 Lag Bolt 5/16" Required Tools .0 (D .r = , #Ii-' (12:*>1751.4£ ..:67*40* r, 877-859-3947 Committed to the Support of Renewable Energy © EcoFasten Sola/All content protected under copyright. All rights reserved. 04/8/14 1.1 6 Installation Instructions with Compression Bracket f.%;AgifgALAdj.;Ltiff.:LAJW095:3. 0 %P .1 41: far.2,':3.7<31174 Ji?.31.C¥ 'D---A=Me33 €¢#f;159 -7 pit * t#'fil<44'> 1"%4:2% r: I *. .124>11 4:-C. i:€.1894:,2.-52;769,/. ,C€.%· *...¢ en S • 4 1. Locate the rafters and snap horizontal and vertical lines to mark the installation position for each flashing. 2. Drill a pilot hole (1/4"diameter) for the lag bolt. Backfll with sealant. 4. Line up pilot hole with flashing hole. 3. Insert the flashing so the top part is under the next row of shingles and pushed far enough up slope to prevent water infiltration through vertical joint in shingles. 5. Insert the lag bolt through the EPDM washer, the top compression component (Comp Slide 4"Bracket pictured) and the gasketed hole in the flashing and into the rafter. 1..+- - ,/6. Torque: The range is between 100-140 torque inch-pounds depending on the type of wood and time of year. The visual indicator for proper torque is when the EPDM on the underside of the bonded washer begins to push out the sides as the washer compresses. If using an 5 impact wrench to install the fasteners be careful not to over torque the fastener. You may need to stop and use a ratchet to finish the install. 877-859-3947 Committed to the Support of Renewable Energy © Ecolasten Solar- All content protected under copyright. All rights reserved. 04/8/14 r 1 1 W -- -[Se©-[Pm-t -- Installation Instructions $·.4/'fi...2,0-42#ii * Use for vertical adjustment when leading edge of flashing hits nails in upper shingle courses91 41• 1. Slide flashing up under shingles until leading edge engages nails. Measure remaining distance to adjust upslope.A Ne&beneath shingle 2. Remove flashing and cut V notch at mari(s where nail shafts engaged leading edge of flashing the distance desired in Step 1. Notch depth not to exceed 2"length by 1/2"width. Placement of"V" notch %1.:24342:1'het, f.*&5'i Ur L 3. Reinstall flashing with notched area upslope.4. Position notched leading edge underneath nail heads as shown. I. 1. I. ... -1 - ...all'....=... I'll//pr.i,..'. ,..26;025.6%'-8= 16TA; 4334/5.9:05>44%.4.?.L'X :<ir.1.ZE,EF.*fi'US.,4 yfi¢2 - I . '. .4.'. 941*·»0:t##,2. -t,=47*,52.7.*efa« :/£78.5:9 PE.ME?PIUM. .'.16'*t[Ke 2@.437+40339 877-859-3947 Committed to the Support of Renewable Energy © Ecofasten Solar' All content protected under copyright. All rights reserved. 04/8/14 ,4 %\ mON ---- Ii@@·F-2&4-011-S@ O-ae Cut Sheets: GF1- L 812 6 . h ar- - JO 8" = -<-4X R"-D--4- 1/32" 1 r ' # 7.41 / ©A 5 " 16 -'- 1 DETAIL A SCALE: 2:1 1 k/ 0 877-859-3947 Committed to the Support of Renewable Energy © EcoFasten Sola/All content protected under copyright All rights reserved. 04/8/14 3.2 i 0. .- %7-4»3*>2.2£,14 Cut Sheets: Comp Slide Bracket @30 0 . 23in [ 5.94mm 1 - .33in [8.26mrn] .52in 7 r- 1 13.08mm] -7 1- -- 9 4.00in [101.60rr __ - SLOT FOR1 5/16" HHCS 1.06in i 1.00in 25.40mm 1 - [ 26.92mm I \.Z-.- 0 0.377+006 THRU- .000 V 0 0.8751.010 X 82° 877-859-3947 Committed to the 5upport of Renewable Energy © EcoFasten Solar' All content protected under copyright All rights reserved. 04/8/14 3.31 1 , f t 51 PART 1 -GENERAL 1.1 SUMMARY A. WORK INCLUDES 1. GreenFasten solar attachment bracket that attaches directly to the roof deck. 2. Provide appropriate bracket and fasteners for the roof system. B. RELATED SECTIONS 1. Section 07600: Flashing and Sheet Metal 2. Section 07500: Roofing 3. Division 1: Administrative and Procedural Requirements 4. Division7: Thermal and Moisture Protection 1.2 SYSTEM DESCRIPTION A COMPONENTS: 1. GreenFasten GF1 system consists of alumi- num flashing with integral EPDM bushing and one bonded stainless steel and EPDM washer. 2. Fasteners A. To be of metal compatible with aluminum GreenFasten components. B. Fasteners should be selected for compat- ibility with the roof deck. C.Fastener Strength should exceed or be equal to that of the allowable load of the system. See test data at www.ecofastensolar.com 3. Sealant (if required by roof manufacturer): to be roof manufacturer approved. 4. Aluminum compression bracket B. DESIGN REQUIREMENTS: 1. Bracket spacing to be recommended by project engineer. 2. Install a minimum ofone fastener per assembly. 3. It Is important to design new structures or assess existing structures to make sure that they can withstand retained loads. 0 4OS- u 1.3 SUBMITTAL A. Submit manufacturer's written specifications. B. Submit standard product cut sheets. C. Submit installation instructions. D. Submit product speclfc load test data, showing ultimate and allowable load values. 1.4 QUALITY ASSURANCE Installer to be experienced in the installation of specified roofing material for no less than 5 years in the area of the project. 1.5 DELIVERY / STORAGE / HANDLING Inspect material upon delivery. Notify manufacturer within 24 hours of any missing or defective items. Keep material dry, covered, and off the ground until installed. PART 2 - PRODUCTS 2.1 MANUFACTURER EcoFasten Solar' 289 Harrel Street, Morrisville, VT 05661 (877) 859-3947 www.ecofastensolar.com 2.2 MATERIALS A. Attachment Bracket 6000 Series Aluminum 1. Comp Slide 4"Bracket B. Fasteners (may be supplied by others) to be compatible with chosen roof application and meet specified pull out values as shown in load test data. Specifications C. Base flashing is.032 gauge aluminum em- bossed to accept EPDM bushing. D. Bushing is EPDM. E. Stainless steel bonded washer is 30418.8 stain- less and EPDM. 2.3 FINISH - Mill Finish A. Bracket is mill finish aluminum B. Base flashing (choose one) 1. Black - kynar painted PART 3 - EXECUTION 3.1 EXAMINATION A Substrate: Inspect structure on which brackets are to be installed and verify that it will withstand any additional loading that may be incurred. B. Notify General Contractor of any deficiencies before installing EcoFasten Solar brackets. C. Verify that roofing material has been installed correctly priorto installing solar attachment brackets. 3.2 INSTALLATION A. Comply with architectural drawings and proj- ect engineer's recommendations for location of system. Comply with Manufacturer's written installation instructions for installation and layout. 877-859-3947 Committed to the Support of Renewable Energy © EcoFasten Solar' All content protected under copyright Allrights reserved. 04/8/14 4.1 J I YG YL260P-29b YL255P-29b CELL SERIES YL250P-29b YL245P-29b YL240P-29b E 60 1 YINLAR ria- Il!413 \41114 U.S. Soccer Powered by Yingli Solar 121!121Uam-1Mal- Our signature product line is a top performer in every application, from rooftop systems to utility-scale power plants. 1,1111I.]I High performance, multicrystalline solar cells deliver a module series efficiency of up to 15.9%, reducing installation costs and maximizing the kWh output per unit area. Tight positive power tolerance of 0 / +3% ensures modules are delivered at or above rated power, improving system performance through the reduction of module mismatch loss. With proven experience in over 7 GW of projects worldwide, Yingli modules deliver reliable performance in residential, commercial, and utility-scale applications. G*WEIZEFIJALITY AND RELIABILITY Robust, corrosion resistant aluminum frame independently tested to withstand wind and snow loads of up to 2400Pa and 5400Pa, respertively, ensuring mechanical stability. Independent labs cenify that Yingli modules resist the highest levels of ammonia and salt mist, demonstrating their reliable performance in challenging environmental conditions. Manufacturing facility certified by TOV Rheinland to the following standards: 1509001 Quality Management System, ISO 14001 Environmental Management System, and BS OHSAS 18001 Occupational Health and Safety. Leading limited power warranty* ensures 91.2% of rated power for 10 years, and 80.7% of rated power for 25 years. 10-year limited product warranty. * In compliance with our waranty terms and conditions Ul 1703 and ULC 1703, CEC, FSEC, ISO 9001:2008, ISO 14001:2004, BS OHSAS 18001:2007, SA8000 cus LISTED -')5,5,=#, Ok If you buy from Yingli kne,icas, Yingli Alne,kas acts as the importer and complies with all applicable tarih Cultomers can 4 from Yingli Americas with no wony thai they will be Ijable for any import tariffs YINGLISOLAR.COM/US Yingli Americas ---r-- YGE 60 CELL SERIES Powered by YINGLI ELECTRICAL PERFORMANCE Elect,•001 ww„lete„ .1 Strindard Te:,1 Conditions (STO GENERAL CHARACTERISTICS Module typo YL260P-29b Y1255P-29b YL.2S08·29b Yl245P·29b YL.24OP-29b Dimensions (L /W/H)64.96in (165GT,m) / 38.98in (99(nmj / 1.57in {40mnf Power output P- W 260 255 250 245 240 W.ight 40.81bs (18.5kg)Power output toliances AP- 16 -0/+3 Mod,de efficiency Om %15.9 116 15.3 1 S.0 14.7 Voltage It Pm.V. V 30.3 30.0 29.8 29.6 29.3 PACKAGING SPECIFICATIONS Current / P-6.r. A 8.59 8.49 8.39 8.28 8.18 Number of modut- p,r pa•t 26 Opon-circuit voltage V- V M.7 37.7 37.6 37.5 37.5 Numbor of pallou per 40'comak,e,48 Short·circuit €uiront 6. A 9.09 9.01 8.92 8.83 6.75 PickogIng box dimensions 67 32h (171(knm} / 45.670 4116(hm) (L/W/H} /46.38in (1178mmt STC: 10009/m' inediance, 25'C cell temperanue. AM 1 5g spect um accordhg to EN 60904.3 Aveage relative efliclency reduction c f 3 396 et ZOOW/m' accorcing to EN 60904-1 Box w.lght 1133lbs (5144) Elecl,ica; PA:mele,4 4 Noin„,al Operating Cell Temper,iture INOCD Units: inch (mm) Po-r output P.. W 189.7 186.0 182.4 178.7 175.1 - . - .38.98 (999 Voltage at Pm.Vr.. V 27.6 27A 271 27.0 26.8 Currorrt at P--6. A 6.87 6.79 6.71 6.62 6.S4 51.Ju Open<Ircult voltig,V- V 34.8 34.0 34.7 34.6 34.6 Shorklruit eumnt A 7-35 7.28 7.21 7.14 7.07 3724 (946) fl, 1.57 40; NOCT: open-<ircuit operating coll temperature at 600W/n' irradiance, 20'C arnbier,1 ter,¥,erature, Imh wind speed THERMAL CHARACTERISTICS 0 Nomtill opirding col tompiriture NOCT •C 46 +A 2 Giawilnn holase CD : P.-90.236 ¢6) Tompirature cos«kint of P- ,96/"C -0.42 Tamper.tur. co.«Ident of v.B- 96/'C %22 Timperature coifflclint of 6.au %/·C 0.05 T•mp•rotur, coefficient of V.. B-. 96PC -0.42 4.0.736/0 3115 16.5/0) Mounte holes OPERATING CONDITIONS Mu. Iystim vottge 600Vccor 1000Voc Mix. series fuse rating 15A Lhniting rover" current 15A OperatIng temperature range 40 to 185'F (-40 to 85•C) Mai. halldone Impact (diameter / velocity)25mm / 23rn/G 0,•••,unholo. 6.A 8-0.12'0315(3,0 .3- L *r: t..e 1. 3.94 (100) . ,/' 021!7} . 1 CONSTRUCTION MATERIALS -A SECTION 8-8 ; Front coir (miterlit / Ihicknoss)low-iron tompered glas./32.m i ·- · · ' ' I' Coll (quantlty / meterlil / dimentions /60 / multicr,·5tztine silicon / :.1.261323 number of busbars)156mmx 156mrn/20,3 - Encepsulent (matortal) Frame (materlal / color/edge sailing) Junctlor box (Ingron protection rating) Coble (length / c,os,·section.I .rea) Connector (type / Ingres• protection reting) ethylene vinyl acetate (EVA) anondized aluminum alloy / silver or black / silicone or tape zIP65 1100mm/4mrn' MC4 or Amphenol H4/ 2 IP67 Warning: Read the Installation and User Manual in its entirety before handling, installing, and operating Yingll modules. Our Partners The specifications in this datasheet are not guaranteed and are subject to change without prior notice This datasheet complies with EN 50380:2003 requirements Yingli Green Energy Americas, Inc. info@yingliamericas.com Tel: +1 (888) 686-8820 YINGLISOLAR.COM/US I NYSE:YGE O Yingli Green Energy Holding Co. Ltd. | YGE60CelISeries2013_EN_201309 V01 22--3 YINI It.AR U.S. Soccer Powered by Yingli Solar N -- TECHNICAL BRIEF [e] enphaseENERGY Enphase Microinverters with Integrated Ground (IG) Enphase's latest generation microinverters feature Integrated (DC isolated) Ground. Because the DC circuit is isolated and insulated from ground, these microinverters do not require a Grounding Electrode Conductor (GEC) connected between each microinverter. This means you don't need to attach a separate copper grounding conductor to each microinverter or worry about a continuous run to ground. The result is faster installation with lower materials costs and a safer system. Integrated Ground and Code Requirements Solar installers must comply with the National Electrical Code (NEC) when installing Enphase Microinverters. Enphase Microinverters with Integrated Ground meet the requirements specified for Ungrounded PV Power Systems in sections 690.35 and 690.41 of the 2008,2011and 2014 NEC. It also meets the Underwriters Laboratory (UL) Standard 1741 grounding requirements. For further information, refer to the whitepaper on Enphase Microinverters and Ungrounded PV Arrays and other materials at'*WOD:en*phase.66'm/Groundina. Identifying Microinverters with Integrated Ground Installers and inspectors can easily identify Enphase Microinverters with Integrated Ground. h No grounding terminal Flat lid Installing Microinverters Product label with Integrated Ground edge on bottom Enphase Microinverters ship with DC and AC cables and connectors. The DC connectors attach to the PV module, while the AC connector attaches directly to the Engage™ Cable. lt's that simple: no additional cabling is needed. About System Grounding Electrical code requires two types of grounding conductors-the Grounding Electrode Conductor (GEC), which is used between the grounding electrode and the point where a normally current carrying conductor is intentionally bonded to ground and the Equipment Grounding Conductor (EGC), which grounds non- current carrying metal parts of the system, such as the racking and module frames. Because Enphase Microinverters with Integrated Ground have DC integrated ground, they do not require a GEC. However electrical code still requires that exposed metal in the array be grounded (NEC 690.43 and 250.136(A)). This requirement is met for the microinverter because the ground conductor internal to the Engage Cable acts as the EGC. It may be met for racking and modules with use of an EGC or WEEBs to provide bonding to this ground system. © 2014 Enphase Energy Inc.All rights reserved.January 2014 r C