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10181089_3604 W. ROBERTS - Plan (2)
CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05:forms/Bldg.App.Worksheet PROJECT ADDRESS:8\DOM W Ro Wa-SUITE:SAPIN #1 01 9 1097 USE OF BUILDING:RESIDENTIAL COMMERCIAL INDUSTRIAL OTHER MASTERID# NATURE OF WORK:NEW ADD ALTER/T. I.DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/Al TFRATION· 1ST 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) :598 Aw 00+mou®d &810¢g M ?Mix\S j WI V«¥.0 ,#AM/#,BC, j Af&(OM\QAh (J5' ribnc\1* BUILDING OWNER'S NAME:A\*Adrzo Evil ADDRESS:SU04 W Re..u,ti OR CITY SAM Ana TENANT'S NAME (Comm/Ind):k,jandwo 12«·z .. CONTRACTOR'S NAME:V\Vw\, SD\ate 003164 STATE CONTR. #: PHONE NO: STATE: CA ZIP:42105 PHONE NO: LICENSE CLASS:PHONE NO: CHU l!51 W Oo 225 2 ADDRESS:4431 ro @00 W CITY:fybvo STATE: LJT 614V0LIZIP WORKERS COMP. POLICY#:EXP. DATE:INSURANCE COMPANY SANTA ANA BUS. LlC. #: i 0193(A Z.S-KLA i\)1 liu Al A Cloums ln(· ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO: ADDRESS:CITY:STATE:ZIP: CONTACT NAME:AM,\<S561 ?FAnt-t PHONE NO:U51190082,61 E-MAIL ADDRESS:ae(AM€ ro\)*990\(W-G \Jiv\Wr. ¢M\/\ OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT #P/C FEE PD $ TYPE OF CONSTR:VALUATION: $\11 508.00 SUBMI-r-1-AL DATE: C-1-1 63 )4 FIRE SPKR: YES / NO A/C: YES / NO FLOOD ZONE:PROCESSED .Yl RES. DEV. FEE: YES / NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: El Additional square footage £ Awnings 0 Canopy E Card readers El Ceiling work CJ Change of occupancy (use) U Disabled accessible (H/C) restrooms El Dust collector E Elevator shaft E Exterior doors or windows U Equipment pads U Interior demo U Kitchen equipment El partition walls U Rated corridors U Rated shafts U Roof mounted equipment I Security bars U Screening for equipment U Skylights U Stairs El Storefronufacade improvements U Storage racks or shelving over 5'-9" U 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 - - r-1 F-1 FT F-1 F--1 Fl F--7 r-1 F-1 F-1 F-7 F-1 F-1 F-1 F--1 % 1 - )40 GENERAL NOTES: INDEX OF DRAWINGS 1. ALL WORK SHALL CONFORM TO 2013 CBC, SHEET PV 1.0 -SITE_PLAN 2013 CRC, 2013 CPC, 2013 CMC, 2013 CEC, 2013 CALIFORNIA ENERGY CODE, 2013 CA rS:1=1:EE*=PV=270(31-0@PSifyip©TURAL GREEN CODE AND CITY ORDINANCES SH EE*ItIA>1*696i6UR0IRRIal.Ls,940 3604 W Roberts Dr, Santa Ana CA 92704 INSPECTION NOTES: 1. THE FIRST REQUIRED INSPECTION SHALLACCEPTED) FOR uy:,1194)* 9€41'*Blu ELECTRUCALLBLWL..5,-- 4 :SENAU?©11. FUNF 1 MODULE RACK SUPPORT BASES SHALL BE (D BE FOR THE MODULE RACK SUPPORT BASES. INSTALLED PER MANUFACTURE'S O e SEPt INSTALLATION INSTRUCTIONS.C 62 0 .- 04 This :st el plans and 22,2112.Ii·@113 muot 133 kep; on tha job [2. LADDERS SHALL BE PROVIDED AND 7, 2 0> SECURED TO THE STRUTURE FOR INSPECTION .M -E <<0, 00PURPOSES.(1) CK -| at 24 timos ®90 4 5 F:·'- *M M mob eny cheeres or 1 3. CONTRACTOR TO BE PRESENT FOR FIRST : 95 1 5*Mt:,9 4. ALL INVERTERS, MOTOR GENERATORS,N g E* m p, ..lu. Alta. 1 - 3'SAFETY OFFSET FOR AND FINAL INSPECTIONS.w m | ROOF ACCESS . -co co PHOTOVOLTAIC MODULES, PHOTOVOLTAIC 1 0 PANELS, AC PHOTOVOLTAIC MODULES, [- SOURCE=CIRCUITS COMBINERS, AND CHARGE CONTROLLERS INTENDED FOR USE1 nrmisio.3 c? AMY Cit? Ordint<60 c; State Law.IN A PHOTOVOLIAIC POWER SYSTEM SHALL IDENTIFIEb AND LISTED FOR THE APPLICATION PER 690.4(ID). 5. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM ilS PROHIBITED.V U.4 NO SOLID WASTE, PETROLEUM BYPRODUCTS, PV SYSTEM SIZE:SOIL PARTICULATE: CONSTRUCTION WASTE ,«4% MATERIAL OR WASTEWATER GENERATED ON i '1 3.50 kW DC CONSTRUCTION SITE OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED. CONVEYED OR 42 9 DISCHARGED INTO THE STREET. GUTTER OR STORM DRAIN SYSTEM. 11 Accepted BY -4--1-Dail Date Issued g L- PLAAN:NG DWISWON MASTER I,D. 1514-4 1 349-2- G.P ,-6 , Zone 14 1 Ca. PLANNER /0 1 4 65' OF 1" EMT CONDUIT- DATE_ 4 -·14 -1 4 TRANSFERREfiRQM'JUNCTION BOX[IQ'iEEEC PANEL D vivintPEAMEMYPE PEF MiT# KJUNCTION BOX ATTACHEDJO - ARRAY USING ZEP ZS-GAB TO KEER-2UNCTIabl.BDI.DEF ROOF, ELECT PLBG 1 MECH GRADING\O\9\ n.*'9. ECEIVE APR 15 2014 City of Santa Ana PLANNING INSPECTZON REQUIRED: / -I..- ROUGH FINAL NONE - ---I.- NAME (714) - RETAIN PLANS FOR FUTURE REVISIONS. SUBJECT TO ITEMS CHECKED AND CONDITIONS BELOW: O INTERIOR Ti ONLY O NO EXTER:OR ALTERATI0NS/M0DIFICATI0NS O ALL 1(ATERALS TO MATCH EXISTING < -UTILITY METER LOCATION-- O SCREENING REQURED O SUBMIT LANDSCAPE PLANS 11: lili-Plil .'111!mlittl!;imilli. VA 00% GROUP.. Joi ISTR. TYPE v 0 CODE EDITIO 1 C 2> C.-A--0 \3 CO FLC CO ZONE -4,111,11'i,/0 2r) 1 .20012256-> FLUOD ZONE CERTIF. REQ'D YES/ NO j % Co1 rk#iEFRDF 11 AA g SI RADIAP ,E IRIER @ ROOF NYES NO i iltill, CONDITIONS: Ibli- -tolo Seeju , ELECTRICAL PANEL LOCATION/0 PV INTERCONNECTION POINT, LOCKABLE DISCONNECT SWITCH 4-YES NO / -,. '4,m L.1,1 ZYES N)/ (3- RESIDEN ,,DEV. FEE SCHOOL 'FRICT 1 0 -SHEET NUMBER: 0 (14) Yingli Energy YL250P-29b MODULES WITH- (14) Enphase M215-60-2LL-S2»ZC MICRO-INVERTERS. (ONE ON THE BACK OF EACH MODULE) PV SYSTEM SITE PLAN 0. 1 STORY STRUCTURE SCALE: 3/32"= 1'-0"iO il ,-EXISTING SOLAR PV CIRCUIT #1 14 MODULES i . 1. ROOF'VENT(S»1 Ill - I I j-N-J i-j 'll1llllll F Roof Section 1 Roof Az[muth: 180 Roofflt. 16 COMP. SHINGLE/L-3 L SATELLITE DISH TIE INTO METER#" 222013-433372 'p>'118:R,4,4, <41 t /- -= cody E '3}sed 00< PV SYSTEM ROOF PLAN MAXIMUM OUTPUT SHALL BE RATEDi FOR:ARRAY ORIENTED TO THE EAST SCALE: 1/4" = 1'-0" lib .e 1- ' 1 v V I I W 1 . 1 1 L I L//1 IWIUUNICU. /1//LU 19 PV ARRAY TYP. ELEVATION NOT TO SCALE --U 15/16"0-18xl- STAINLESS LEVELINGRFOOT (ZS-LFB) - -STEEL M.B.: TORQUE = 16*1·ft-lbs. COMP MOUNT (ZS-CMA)-h 1rh WASHER PACKAGED WATERPROOFING SEALANT iAS NEEDED. WITH FLASHING TJ ,4 MA WITH COMP MOUNT in MOUNTING £ DETAIL ty CRISE/RUN -- ''NIIN;,2/3 Z = PV MODULE, TYP. MOUNT TO RAFTERS OF COMP SHINGLE ROOF, PARALLEL WITH PLANE OF ROOF 1 -/ C ,5/16"0x 4 1/2" MINIMUM -91-STAINLESS STEEL LAG SCREW MTORQUE = 13*2 ft-lbs. LEVELING FOOT ON COMP MOUNT NOT TO SCALE PERMIUED LEVELING --FOOT SPACING CANTILEVER = t/3 - 7 ...- ORLESS _ 1 (2' MAX CANTILEVER rM | -LEVELING FOOT (ZS'*LFB) r 1 1--- FRAMING BELOW SHOWNDASHED FOR CLARITY 1- 1 ZEP COMPATIBLE HYBRID1 1 |-PV MODULE -INTERLOCK MAX SPACING 48 - .1 F i i - PHOTOVOLTAIC MODULE I 61 Ir 1 ed.,1,1,111",4,44+ CA Callfor ,lilli lll 111 INTERLOCK (ZS-ILB)HYBRID INTERLOCR.lili 1 Mpr64 LEVELING EGOT?(ZS-LFB)ROOF FRAMING 1 1 44 LEVELING,FOOT (ZS-LFB) ./.0 1 12 PV SYSTEM MOrUNT DETAIL INTERLOCK (ZS-ILB) -PERMITTED LEVELING FeOT SPACING (6' MAX SPAN) SCALE: 1/2" = 1 '-0" MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE t. T 1%,Inverter Ratings (Guide Section 4) 0 Cond.lit and Conductor Schedule MODULE DETAIL Jnverter Make/Model Enphase M215-60-2LL-82x-ZC Max DC Volt Rating 45 Volts Yingli Energy YL250P 29b Max Power @ 40°0 - 215 Watts SOLAR MODULE Nominal AC Voltage 240 Volts - Max AC Current 0.9 Amps Max OCPD Rating 20 Amps Tag Description Wire Gauge #of Conductors Conduit Type Conduit Size 1 Enphase engage cable - THWN-2 12 AWG 4 N/A -Free Aif NA - Free Air i Bare Copper Ground (EGC/GEC)6 AWG 1 NUL Free Air N/A - Free Air 2 THWN-2 10 AWG 3 EMT 0'-1- 2 THWN-2 - Ground 8 AWG 1 EMT oILl• 3 THWN-2 8 AWG 3 PVC 01-1 " 3; THWN-2 - Ground 8:AWG 1 PVC 00.1- Enphase M215-60-2LL-S2x-ZC MICRO-INVERTER ATEACH MODULE, ATTACHED WITH ZEP HARDWARE #6 BARE CU GROUND (GROUNDING MODULE - &INVERTER)1,1 MICRO-INVERTER CONNECTION - i ENPHASE ENGAGE TRUNK CABLE NOTE: ALL PLACARDS SHALL HAVE A RED BACKGROUND, MINIMUM 3/8" LETTER HEIGHTS, ALL CAPITAL LETTERS, ARIAL ORSIMILAR FONT, NON BOLD: REFLECTIVE WEATHER MATERIAL SUITABLE FOR IHE ENVIROMENI. Max Number of Panels/Circuit 17 NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1 ) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THE REQUIREMENTS? YES NO X NA 2.) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE REQUIREMENTS? YES NO X NA 3.) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAJ< CURRENT ON SIGN OR OCPD RATING AT DISCONNECT. 4.) SIZE INVERTER OUTPUT (AC) CONDUCTORS ACCORDING TO INVERTER OCPD AMPERE RATING (See Guide Section 9). 5.) TOTAL OF 1 INVERTER OCPD(s). ONE FOR EACH PV CIRCUIT. DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION X YES NO Signs (See Guide Section 7) Sigh for inverter OCPD and AC Disconnect: i If Main Disconnect isSolar PV System AC Point of rated less than the Connection Busbar rating: AC Output Current 15.750000 Amps "Caution-Solar Nominal AC Volt.240 Volts Connection. Do Not increase size of main THIS PANEL FED BY MULTIPLE SOURCES disconnect" (UTILITY AND SOLAR) PV Module Ratings @ STC (Guide Section 5) Model Make/Model Yingli Energy YL250P-29b Max Power-Point Current (Imp)8.11 Amps Max Power-Point Voltage (Vmp)30.2 Volts Open-Circuit Voltage (Voc)37.8 Volts Short-Circuit Current (Isc)8.63 Amps Max Series Fuse (OCPD) 15 Amps Nominal Maximum Power at STC (Pmax)240 Watts Maximum System Voltage 1000(JEC)/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;iambient 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 temperafures 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 or less when protected by a 12=Amp or amaller 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. POINT OF DELIVERY AND INTERCONNECTION PV CIRCUIT 1: 14 MODULES/PARALLEL n 0 0 Ok> 90 2 E 1.0 VISIBLE/LOCKABLE 'KNIFE' A/C DISCONNECT EXISTING 1C=ZIC-C 240V/100A LOAD-CENTER 111" 11® lie 241 20A Fl 1 + 00",1,111,4,/,/4p _ of Ca//6, 4, 11 Siemens #LNF222R/1\60A/240V < NOTE: NEUTRAL CONDUCTOR(S) OMITTED FOR CLARITY ./' JUNCTION \ ALL INVERTER OUTPUT CIRCUITS WILL HAVE A NEUTRAL CONDUCTOR.BOX ,UNFUSED NEMA3 WARNING LABELS WITH WHITE LETTERS/RED BACKGROUND WILL BE PROVIDED ON A/C DISCONNECT 1E1.0/ 1 ... 0 &C 9€2&9,94/,1,111 1,1,%... fY UIAL,MAIVI DRAWN BY: NU | AR.3582819 Last Modified: 3/5/2014 UTILITY ACCOUNT NUMBER: 3-022-8965-32 4 / D 3 * 111 .1 7 /1 .1' & I , .'I.' . 44\Lt VOL-f 1 9 9/0 lott 039 i. 1 f I , # ' 1 . ' 41 f 45 i ' h Photo-voltaic Placard Labels All labels have red back grounds with white lettering. All labels arei rnade of reflective, weather resistant material that is suitable for the environment. All labels appear on this sheet as they would appear posted on equipment. vivint. so|ar 877.404.4129 Ptoperty of Vivint Solarf TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKIG NSDE PANEL Listed on Junction Boxes and Main Panel SOLAR BREAKER This solar photovoltaic system and its components are the sole personal property of Vivint Solar DO NOT RELOCATE , Listed on Disconnect Listed on PV Breaker WARNING DUAL POWER SOURCE Property of Viviot Solar SECOND SOURCE IS PV SYSTEM PHOTOVOLTAIC PROPERTY OF VIVINT SOLAR AC DISCONNECT Listed on Main Panel Listed on Disconnect PHOTOVOLTAIC AC DISCONNECT Propeny 67 Vivint Solar 0 MAX. AC OPERATING CURRENT. NOM, AC OPERATING VOLTAGE. ·240v PHOTOVOLTAIC AC DISCONNECT MANIMUM AC OPERATING CURRENT: NOMINFAL OPERATING AC VOLTAGE: Listed on Disconnect Listed on Disconnect So ket- A ?a Er.2.9 ,·*2* W .},1 J & f igy %14 0 'ft r· i rA „ 1 M 'f h , Listed on all conduit 41 l mounting systems Project information Project data Project description 3582819 Contact Name 3582819 Address Phone Ema,il Developer:Page 1 of 9 Date 5/13/2014 MS Version 2.0.21.0 4 Alpha+ 3582819 mounting systems Building data Site data CountrY USAIBC Terrain height Specifications of the build;ing Rooftype Gable roof Specifications of the roof Roofing Composition Shingle Rafter width 1.5 in Roof pitch 16°Rafter'height 5.5 in 19 ft 8·22 \R 4%I8Z8SE .eqdl f Developer:Page 2 of 9 Date 5/13/2014 MS Version 2.0.21.0 9 mounting systems Loads Snow load Importance Factor Il: 1.00 Ground snow load Pg =0.000 lb/fe Shape factof Q= 0.831 Snow load - flat Pf =0.000 lb/fe Snow load - sloped p,= 0.000 lb/fti 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/ftz Roof areas Distributed Wind Loading per Base Rail Pressure [lb/ft]Suction [lb/ft] Field 28:898 -45.897 Edges (gableboard))28.898 -79.895 Corner 28.898 -118.143 Edgek (eaves)28.898 -79.895 Deadload Module area AM =18.29 W Modul weight GM=44.31 lbs Deadload gM-2.470 lb/fd Developer:Page 3 of 9 Date 5/13/2014 MS Version 2.0.21.0 , Alpha+ 3582819 i 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 * (4 or S or R) LFKS:Ed=D+H+F+(Wor 0.7 *E) LFK6:Ed= D+H+F+0.75 * (W orO.7 * E)+0.75*L+0,75 * (LrorS 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 13.050 0.681 -14.580 0.681 Edges 13.050 0.681 -27.140 0.681 (gableboard)) Corner 13.050 0.681 -41.260 0.681 Edges (eaves)13.050 0.681 -27.140 0.681 max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 10.760 0.562 -12.030 0.562 Edges 10.760 0.562 -22.390 0.562 (gableboard)) Corner 10.760 0.562;-34.040 0.562 Edges (eaves)10.760 0.562 -22.390 0.562 Developer:Page 4 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3582819 mounting systems Module fie,Id layout Module manufacturer Module type Module power Number of modules Module orientation Yingli YL 230 (156) 230.00 Watt 12 Portrait Module length 65.0 in Module width 40.6 in Frame height 2.0 in Modul weight 44.31 lbs OVerall power output 2.8 kWp (\ft 1818 in 27 ft 5.65 in 1 ft 11.50p 18 ft 9.26 in 7 Ft 10.59 in I 1 10 A 10.67 ir Oft 0.00[lift-'-i--· - -X 0 ft 0.00 in 29 ft 6.33 in Developer:Page 5 of 9 Date 5/i3/2014 MS Version 2.0.21.0 '1 Alpha' 3582819 .ATEE mounting systems Configuration Fastener capacity Descriptioh Set 12: Quickmount Comp Max. pressure load 816 [bf Max. suction load -816 Ibf Max. lateral load 677 Ibf Rail Description GS 10/48 Moment of inertia Iz Moment of !inertia ly Resistance moment Wz Resistance moment Wy Cross section area yield stress elasticity modulus 0.14 in/4 0.24 inA4 0.20 inAB 0.23 inA:3 0.21 inA2 31.6 ksi 10153.0 ksi Lead Rail Stress Deflection under load (% a=L/150) Length Load capadty Roof area (%yield)Rail Cantilever Car·Itilever Fastener Field 22.1 %68.4 %9.0 %13.7 in 31.9 % Edges (gableboard))14.3 %30.0 %4.3 %:9.1 in 39.6 % Comer 23.2 %49.5 %7.0 %9.1 in 60.3 % Edges (eaVes)14.3 %30.0 %76.7 %13.7 ih 39.6 % The system was successfully verified. Notes • On ly the statics of the solar substructure is analysed. The rails are designed as a multi-box girder with cantileverwith uniform load distribution considered. e Thevalues formaterial durabilityaretakenoutof thetechnical manual of the manufacturer. Developer:Page 6 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3582819 --0*4227- mounting systems Construction 11 11 11 <CMU X O + « - 4 - U U -X Ca 1 0, -7 - -3#le ->4 ---- Developer:Page 7 of 9 Date 5/13/2014 MS Version 2.0.21.0 ca -X- -X- -X- 2.71 ft Alpha+ 3582819 2.95 ft 23.62 ft 2.95 ft 15.70 ft 15.70 ft X X X X X k I i V V V V V i X Date :JadolaADO 5/13/2014 3.07 ft ' X X X X ·X X X 1--34 2.95 ft 23.62 ft X , 2.95 ft 3.07 ft Field I Edges (gableboard))111 Corner El Edges (eaves) Alpha+ 3582819 Page 8 of 9MS Version 2.0.21.0 SLUalSAS Su!}unow mounting systems cut rails 2x BR 10/48 CS; 20ft zugeschnitten auf 1 x 13 ft 10,81 in 2x BR 10/48 CS; 20ft zugeschnitten auf lx 10 ft l 1,58 in, 1x 7ft 2,46 in 2x BR 10/48 CS; 20ft zugeschnitten auf 1 x 10 ft 11,58 in BOM Item No.Description Weight Quantity add. Items Sum 720-0854 Set 12: Quickmount Comp,Shingle PV Mount 129 0.000 lbs 3 0. 3 702-0187 Module end damp CS FH 50mm 0.112: lbs 16 0 16 700-0082 Module clamp CS FH 38-50mm 0.090 lbs 16 0 16 720-1200 Set: 5 spare Clickstones 0:000 lbs 1 0 1 800-1083 BR 10/48 CS: 20ft 13.623 lbs 6 0 6 Total 84.978 lbs 6I8Z8SE .eqdlv Developer:Page 9 of 9 Date 5/13/2014 MS Version 2.0.21.0 Customer AR Customer Address 3582819 3604 W Roberts Dr Santa Ana, CA Utility Company Name Utility Account Number Electrical Meter Number Estimated Annual CONSUMPTION Estimated Annual PRODUCTION SCE 3-022-8965-32 222013-433372 4708 4955 Offset: 105.2% Number of Panels Total System Size/DC Source Rating/Total Array Output (DC Watts) Inverter Ampere Rating (Amps AC) Numberof Phases Inverter Voltage Rating Nominal DC Volts Inverter Power Factor (%) Module Manufacturerand Model Number Power Rating per Module (DC Watts) Inverter Manufacturer and Model Number Inverter Continuous AC Rating (AC Watts) Inverter Peak Efficiency (%) 14 3500 0.9 1 240 30.2 0.95 Yingli Energy YL250P-29b 250 Enphase M215-60-2LL--S22 215 96.3% Totals Number of Modules/Invertefs System Size/DC Source Rating/Arfay Output CDC Watts) Total Inverter Rating(<WAC) Total Inverter Output CAC Watts) Estimated Production Building Permit Valuation Electrical Permit Valuation Total Valuation @ $5.00/Watt:5.00 14 3500 0.215 215 4955 $ 700.00 $ 16,800.00 $ 17,500.00 $ 17,500.00 Buildihg Permit Valuatioh per watt $ 0.20 Electrical Permit Valuation pef watt $ 4.80 Constraint:usage Customer Estimated Monthly Usage:(Total annual usage: 4708 kWh) January February March April 434 420 93 420 May June July August 465 390 465 372 September October November December 390 372 360 527 Vivint Solar - PV Solar Rooftop System Permit Submittal 1. Proiect Information Project Name:ALEJANDRO RUIZ Project Address:3604 W Roberts Dr, Santa Ana CA A. System Description: The array consist:s of a 3.5 kW DC roof-mounted Photovolmic power system operating iii parallel with the utility grid. There are (14) 250- watt modules and (14) 215-watt micro-inverters, mounted On the back of each PV module. The array':includes (1) PV circuit,(s). The array is mounted to Ehe roof using the engineered raeking solution from Alpha +. B. Site Design Temperature: Average low temperamre: Average high temperature: (From Fullerton Municipal AP weatherstation) 0.9 °C (33.62 °19 40.9 °C (105.62 °FD C. Minimum Design Loads: Ground Snew Load:0 psf (ASCE 7-10(7.2)) Design Wind Speed:100 mph (ASCR 7-10(26.5.1)) 2. Structural Review of PV Array Mounting Svstem: A. Sy5tem Description: 1.Roof type: 2. Method and type, of weatherproofing roof penctrations: Comp. Shingle Fl'ashing B. Mounting System Information: 1. Mounting system is ·,in engineered product designed to mount PV modules 2. for manufactured mounting systems, following information applies: a. Mounting Sybtem Manufacturer:Alpha + b. Product Name:ZS Comp c. Total Weight o f PV Modules and mounting hardware:589.5 lbs d. Total number of attachment points: 32 e. Weighi. per artnchment point:18.42 lbs/square foot f. Maximum spacing between adachment points:*See attached Zep engineefing calcs g. Toial suffacc area o f PV array:245.39 square feet h. Array pounds per square foot:2.4 lbs/square foot i. Disiributed weighr of PV array on roof sections: -Roafaction 1:(14) modules. (32) attachments:18.42 pbunds per square foot 0 0'vt}%,08,nt so Uar 3. Electrical Components: A. Module (UL 1703 Listed) Yihgli Energy YL250P-29b Qty 14 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 vNts 37.8 volts 8.11 amps 8.63 amps B. Inverter (UL 1741 listed) Enphase M215-60-2IL-S22 Qty 14 inverters Inverter Specs 1. Input Data (DC in) Recommended input power (DC) -260 watts Max. input DC Voltage -45 :volts Peakpower tracking voltage -22V - 36V NIn./Max. st·arr w)]rage -22V/45V Max. DC shott circuit current 15 amps Max. input current 10.5 amps 2. Output Data (AC Out) Max. output fiower -215 Walls Nominal output current -0.9 amps Nominal voltage - 240 volts Max. units per PV circuit .17 micro-inverrers Max. OCPD rating -20 arip circuit breaker C. System Configuration Number of PV circuits 1 PV cifcuit 1 -14 modules/inverters (20) amp breaket 9-Mnt solar D. Electrical Calculations 1. PV Circuit current PV circuit nominal current Continuous cutrent: adj'ustfnent factor PV circuit continuous current rating 12,6 amps 125% 15.75 amps 2013 GEC Arlidle 705.60(B)) 2. Overcurrent protection device rating PV circuit continuous current rating Next standard size fuse/breaket to protect conductors 15.75 amps 20 amp breaker Use 20 amp AC rated fuse or breaker 3. Conductor conditions of use adjustment (conductor ampacity derate) a. Temperature adder Average high icmperature 40.9 °C (105.62 °19 Cooddit is inst·.il led 1 " above the 1:00 f surfece 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°p)®% Adjusted PV circuit: continubus current:27.1 amps 2013 CEC Table 310.16 (bottom of table) c. PV Circuit current adjustment for conduit fill Number of cur cIi r- carrying conduci·crs Conduit fill derate factor Final Adjusted PV circuit continuous current 3 conductors 100% 27.1 amps 2013 CEE Tab le 310:15(B)(2)(a) Total derated ampacity for PV circuit 27.1 amps Conductors (tag2 on 1-line) must be rated for a minimum of 27.·lamps THWN-2(90 °C) #12AWG conductot is rat·c<{ for 30 anips (Use #12AWG or larger)2013 CEC Table 310.16 4. Voltage drop (keep below 3% total) 2 parts: :1. Voltage·diop across longest PV circuit nlicro-inverters (from modules to j-box) 2. Voltage drop across AC conductors (from j-box to point of interconnection) 1. Mirco-inverter voltage drop: The largest number of micro-inverters in a ro-w in the entire array is 8' inCircuit 1. According to manu ficturer's specifications this equals a volt.ige drop of 0.19 %. 0.19% 2. AC conductor voltage dr0p: = Ix Rx D (+ 24(3 x 100 to convert to percent) = ominal current o flarges, circuit.) x (Resistance of #12AWG copper) x (Total wire run) = (Circuit 1 nominal cu rrent is 12.6 ,ampt) x (0.00201 62) x (1302 + (240 volts) x (100)1.37% Total system voltage drop:1.56% vovint sola 7 mounting systems Project information Project data Project descrjption 3582819 Contact Name 35828;19 Address Phone Email Developer:Page 1 of 9 Date 5/13/2014 MS Vefsion 2.0.21.0 Alpha+ 3582819 mounting systems Building data Site data Country USAIBC Terrain height Specifications of the building Rooftype Gable roof Specifications of the roof Roofing Composition Shingle Rafter width 1.5 in Roof pitch 16'Rafter height 5.5 in 19 0 4 9?,6 4 0 Developer: Date Page 2 of 9 5/13/2014 MS Version 2.0.21.0 Alpha+ 3582819 -09<37 mounting systems Loads Snow load Importance Factor Il: 1.00 Ground snow load PS=0.000 lb/fe Shape factor CS =0.831 Snow load - flat Pf =0.000 lb/fe Snow load - sloped P5 -0.000 lb/fe Wind load Basicwind 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/f/2 Roof areas Distributed Wind Loading per Base Rail Pressure [lb/ft]Suction [lb/ft] Field 28.898 -45.897 Edges (gableboard))28.898 -79.895 Corner 28.898 -118.143 Edges (eaves)28.898 -79.895 Deadload Modulearea AM =18.29 fd Modul'weight GM-44.31 lbs Deadload gM =2.470 lb/ft? Developer:Page 3 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3582819 mounting systems Load combinations (ASD) LFK1:Ed=D+F LFK2:Ed=D+H+F+L+T LFK3:Ed = D + H + F + (Lror S or R) LFK4:Ed =D+H+F+0.75 * (L+ T)+0.75 * (LrorS orR) LFK5:Ed=D+H+F+(Wor 0.7 * E) LFK6:Ed=D+H+ F+0.75 * (W orO.7* E) +0.75 * L+ 0.75* (LrorS orR) LFK7:Ed= 0.6 *D+W+H LFK8:Ed,0.6*D+0.7*E+H max action [lb/fe] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 13.050 0.681 -14.580 0.681 Edges 13.050 0.681 -27.140 0.681 (gableboard)) Corner 13.050 0.681 -41.260 0.681 Edges (eaves)13.050 0.681 -27.140 0.681 max action per unit lehgth of rail [lb/ft] Roof area Plessure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 10.760 0.562 -12.030 0.562 Edges 10.760 0.562 -22.390 0.562 (gableboard)) Corner 10.760 0.562 -34.040 0.562 Edges (eaves)10.760 0.562 -22.390 0.562 Developer:Page 4 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3582819 mounting systems Module field layout Module manufacturer Module:type Module power Number of modules Module orientation Yingli YL 230 (156) 230.00 Watt 12 Portrait Module length 65.0 in Module width 40.6 in Frame height 2.Oin Modul weight 44.31 lbs Overall power output 2.8 kWp (lft 1(191,27 ft 5.65 in ip 11.solin 1 1 18 ft 9.26 in 7 ft 10.59 in 1 10 ft 10.67 ir 0 ft 0000ift - -. · - - IX 0 ft 0.'60 in 29 ft 6.33 in Developer:Page 5 of 9 Date 5/13/2014 MS Version 2.0.21.0 1, Alpha+ 3582819 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 Descriptioh GS 10/48 Moment of inertia Iz 0.14 inA4 Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.20 inAB Resistance moment Wy 0.23 in« Cross section area 0.21 inA2 yield stress 31.6 ksi elasticity modulus 10153.0 ksi Load Rail Stress Deflection under load (% A=L/150) Length Load capacity Roof area (%yield)Rail Cantilever Cantilever Fastener Field 22.1 %68.4 %9.0 %13.7 in 31.9 % Edges (gableboard))14.3 %30.0 %4.3 %9.1 in 39.6 % Comer 23.2 %49.5 %7.0 %9.1 in 60.3 % Edges (eaves)14.3 %30.0 %76.7 %13.7 in 39.6 % The system was successfully verified. Notes • Only the statics of the solarsubstructure is analysed. The railsare designed as a multi-boxgirder with cantileverwith uniform load distribution considered. • The values formaterial durabilityaretaken outof thetechnicalmanual of the manufacturer. Developer:Page 6 of 9 Date 5/13/2014 MS Version 2.0.21.0 1. Alpha+ 3582819 mounting systenls Construction 1-1 -1 688 11 11 11 LL .<U X Cl -4 - ->16 U U -X - -,6 -X ->< - -* - X - 1 aL - - -X- «-X X Developer:Page 7 of 9 Date 5/13/2014 MS Version 2.0.21.0 -X- -X- f X X -X- 2.71 ft Alpha+ 3582819 2.95 ft 23.62 ft 2.95 ft 15.70 ft 15.70 ft X X X X X X· Ill k I f * 11 1X X X X X. 3.07 ft * 1 2.95 ft 1 1 1 X X X X X X 3.07 ft 23.62 ft 2.95 ft D Field I Edges (qableboard)) -Corner El Edges (eaves) Alpha+ 3582819 Developer: Page 8 of 9 Date 5/13/2014 MS Version 2.0.21.0 SLUals/iS SU!1UnOLLI mounting systems cut rails 2x BR 10/48 CS; 20ft zugeschnitten auf 1 x 13 ft 10,81 in 2x BR 10/48 CS; =20ft zugeschhitten auf 1x 10 ft 11,58 in, 1x 7 ft 2,46 in 2x BR 10/48 CS; 20ft zugeschnitten auf 1 x 10 ft 11,58 in BOM Item No.Description Weight Quantity add. Items Sum 720-0854 Set 12: Quickmount Comp Shingle PV Mount 12"> 0.000 lbs 3 0 3 702-0187 Module end clamp CS FH 50rnm 0.112 lbs 16 0 16 700-0082 Moduleclamp CS FH 38-50mm 0.090 lbs 16 0 16 720-1200 Set: 5 spare Clickstofies 0.000 lbs 1 0 1 800-1083 BR 10/48 CS : 2011 13.623 lbs 6 0 6 Tetal 84.978 lbs Developer:Page 9 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3582819 S irc: 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. 201.3 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. Ifyou have any questions on the above, do not hesitate to call Sincerely, /1 551»€--* 98 f No. S3878 Paul Zacher, SE - President 47<21 8137 Sunset Avenue, Suite 120 • Fair Oaks, CA 95628 • 916.961.3960 • 916.961.3965 f • www.Plit.COM Exposure Category B Exposure Category -C Exposure Category D Wind Speed Opsf 10 psf 100 10.0 i8.5 105 ' 10.0 ,81 110 10,0 8.5. 120 10.0 8.5 130 95 8.5 140 9.D 8.5 150 8.0 8.0 160 7.5 7.5 170 7.0 7.0 180 7.0 7.0 Wind Speed Opsf 10 psf 10Q 10.0 8.5 105 , 10.0 I 8.5 , 110 9.5 85 120 9.01 8.5 *30 8.0 , 8.0 140 7.5 7.5 150 7.0 7.0 160 6.5 6.5 170 6.0 1 6.0 180 -6.0,6.0 Wind Speed Opsf 10 psf 100 _ -10.08.5 105 '9.5 8.5 110 910 8.5 120 83 8.0 130 7.5 7.5 140 7.0 7.0. 150 6.5 6.5 ' 160 6.0 6.0 1 ' 170 5.5 5.5 180 5.5 5.'5 13/52 Rail Zone 1 Span Chart Ground Snow Load 20 psf 30 psf 40 psf 50 psf 60 psf 7.0 6.0 5.5 5.0 4.5 7.0 620 5.5 5.0 4.5 7.0 6.0 5.5 5.0 4.5 7.0 6,0 1 5.5 5.0 4.5 7.0 6.0 , 5.5 5.0 45 7.0 6.0 5.5 5.0 4.5 7.0 6.0 5.5 5.0 43 6.5 6.0 5.5 5.0 4.5 6.5 6.0 5.5 5.0 4.5 6.5 6.0 5.5 5.0 4.5 Ground Snow Load 20 psf 30 psf 40 psf 50 psf 60 psf 7.0 6.0 : 5.5 , 5.0 45 7.0 6.0 5.5 50 ,-4.5 7.0 6:0 5.5 5.0 4.5 7.0 40 - 5.5 FS.0 4.5 7.0 6.0 5.5 5.0 4.5 7.0 6.0 5.5 5.0 4.5 6.5 6.0 5.5 5.0 4.5 6.5 5.5 5.0 5.0 4.5 6.0 5.5 50 5.0;4.5 6.0 5.5 , 5.0 4.5 4.5 Ground Snow Load 20 psf 30 psf 40 psf 50 psf 60 psf 7.0 6.0 - 5.5 5.0 4.5 7.0 6.0 5.5 ' 5.0 4.5 7.0 6.0 5.5 S.0 4.5 7.0 6.0 5.5 5.0 4.5 7.0 6.0 5.5 5.0 ' 4.5 6.5 6.0 ,5.5 1 5.0 ' 4.5 6.5 6.0 5.5 5.0 4.5 6.0 5.5 1; 5.0 4.5 4.5 5.5 505 , 5.0 4.5 4.5 5.5 55 5.0 4.5 3 4.5 70 psf 80 psf 90 psf 4.0 4.0 3.5 43 4.0 3.5 4.0 4,0 3.5 4.0 4.0 ' 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 70 psf 80 psf 90 psf 4.0 4.0 3.5 4.Q 4.0 3.5 4.0 4.0 3.5 4.0 4.0 '3.5 4.0 i 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.040 3.5 70 psf 80 psf 90 psf 4.0 ,4.0 3.5 4.0 4.0 3.5 4.0 4-0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 .4.0 3.5 4.0 40 3.5 4.0 440 1 3.5 4=0 4.0 3.5 a. The table above ONLYrincludes 13-52 rail capacity check. It does not include roof attachment or roof capacity check b. Wind risk category 11 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 I ./ 13/52 Rail Zone 2 Span Chaft 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 5.5 510 4.5 4.0 4.0 3.5 110 ' 8.5 8.0 7.0 6.0 5.5 5.0 i 4.5 4.0 4.0 3.5 120 7.5 7.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 Category 130 70 7.0 6.5 6.0 5.5 -5,„0 4 4.5 ' 4.0 4.0 3.5 8 140 6.5 63 ' , 6.5 5.5 5.0 5.0 4.5 4.0 4.0 3.5 150 6.0 6.0 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 160 5.5 5.5 5.5 5.5 5.0 4.5 4.5 '4.0 4.0 3.5 1Z0 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 45 45 40 31 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 ioo 8.0 8.0 7.0 6.0 5.5 5.0 4.5 4.0 4.0 1 3.5 105 7.5 7.5 7.0 6.0 5.5 ' 5.0 4.5 4.0 4.0 3.5 1,10 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. 40 4.0 3.5 Category 130 6.0 -6.0_6.0 , 5.5 5.0 - - 4,5 _415 .4.0 4.0 3.5 C 140 H 5.5__ 2 5.5 - 5.5 15 5.0 4.5 1 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 i 4.0 3.5 170 4.5 4.5 4.5 45 4.5 4.5 4:5 4:0 4:0 3.5 180 4.5 '4.5 4.5 45 4.5 4.5 4.5 4.0 r 4.0 3.5 Wind Gfound Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50psf 60 psf 70 psf 80 psf 90 psf 100 7.5 75 6.5 6.0 ' 5.5 5.0 '4.5 4.0 ''40 3.5 105 7.0 7.0 6.5 6.0 5.5 5.Q 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 5.5 5.0 4.5 4.5 4.0 r 4.CO. 3.5 D 140 5.0 5.0 5.0 5.0 5.0 4.5 1 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 'l 4.5 4.5. 4.0 4.0 3.5 170 1 4:0 4.0 '4.0 4.0 4.0 4.0 4:0 440 4.0 3.5 180 1 40 4.0 4.0 1 4.0 _ 4.0 ' 4.0 4.0 4.0 4.0 '3.5 a. Ihe table above ONLY includes 13-52 rail capacity check. It does not include roof attachment or roof capacity check b. Wind risk category 11 per ASCE7-10 c. Topographic factor, kzt is 1.0 d. Maximum mean roof height is 60 ft. e. Avenge 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 1 Exposure Category B Exposure Category C Exposure Category D 13/52 Rail Zone 3 Span Chart Wind Ground Snow Load Speed 0 psf 10 ps#20 psf 30 psf 40 psf 50 psf 60 psf 100 7.5 7.5 6.5 6.0 5.5 5.0 4.5 105 7.0 7.0 6.5 6.0 5.5 5.0, 4.5 110 6.5 6.5 6.5 6.0 5.5 5.0 4.5 120 6.0 6.0 6.0 5.5 5.0 4.5 4.5 130 5.5 5.5 ' 5·5 5.5 5.0 4.5 4.5 140;5.0 5.0 5.0 5.0 5.0 4.5 4.5 150 5.0 ' 5.0 1 5.0 5.0 5.0 4.5 4.5 160 4.5 4 4.5 4.5 4.5 4.5 4.5 170 4.0 4.0 4.0 4.0 4.0 4.0 4.0 180 4.0 4.0 4.0 4.0 4.0 40 4.0 Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 ps#40 ps·f 50 psf 60 psf 100 6.5 6.5 6.5 5.5 5.0 5.0 4.5 105 1 6.0 6.0 6.0 5.5 5.0 '4.5 4.5 110 = 5.5 5.5 5.5 . 5.5 5.0 4.5 4.5 120 5.0 0 5.0 5.0 5.0 5.0 4.5 4.S 130 , 5.0 ' 5.0 10 5.0 5.0 4.5 4.5 _140 4.5 4.5 4.5 4.5 4.5 ' 4.5 4.5 150 - 1. .4.0 4.0 4.0 4.0 '_4.0 4.0 4.0 160 4.0 4.0 4.0 4.0 4.0 4.0 4.0 170 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 Wind Ground Snow Load Speed Opsf 10 psf 20 psf 30 pif 40 psf 50 psf 60 psf 100 6.0 6.0 6.0 5.5 5.0 4.5 4.5 105 5.5 5.5 5.5 5.5 L 0 , 4.5 4.5 110 5.0 i 5.0 5.0 5.0 5.0 4.5 4.5 120 5.0 5.0 5.0 60 5.0 4.5 4.5 130 4.5 4.5 4.5 4.5 4.5 4.5 4.5 140 4.0 4.0 4.0 4,0 4.0 '4.0 4.0 150 4.0 4.0 4.0 4.0 4.0 ,4.0 4.0 110 3.5 '3.5 131 3.5 3.5 3.5 35 170 3.5 f 3.5 3.5 3.5 3.5 3.5 3.5 180 ' 3.0 3.0 1 3.0 1 3.0 3.0 3.0 3.0 70 psf 80 psf 90 psf 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 70 psf 80 psf 90 psf 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 4.0 4.0 3.5 40 4.0 3.5 4-0 4.0 3.5 4.0 4.0 3.5 3.5 3.5 3.5 3.5 3.5 3.5 70 psf 80 psf 90 psf 4.0 4.0 3.5 4.0 4.0 3.5 4.0 +0 315 4.0 4.0 3.5 4.0 4.0 3.5 4.0 1 4.0 3.5 40 Q 4.0 3.5 3.5 3.5 3.5 3.5 3.5 3.5 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 11 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 Uptift Wind Force (plf) Rail Span (ft) 70 80 90 100 110 130 150 170 200 240 300 380 480 650 900 3.0 13/52 Rail 3.5 13,/52 Rail4.0 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 Rail7.5 13/52 Rail8,0 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 4 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 systenls Alpha+ Splice Composition Data Base material Alloy - temper Alloy composition Designation Density (p) Coeff of thermal expansion (al-) 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/ins (2.70 gm/cm3) 13x10-6/°F (2.35x10-5/°C) 10,100 ksi (69,637 MN/m 9 39.2 ksi (270.3 MN/m9 30.0 ksi (206.8 MN/m2) 25 ksi (172.4 MN/mn Alpha+ Splice Section Properties (English) Rail Type Moment Moment Section Section Area (A)Weight of Inertia of Inertia Modulus Modulus Radius Radius of of Gyration Gyration (rx)(rv) 10/48 0.557 in2 0.67 'bm/ft 0.242 in 13/52 0.594 in2 0.80 Ibm/ft 0.297 in 4 0.152 in 0.162 in 4 0.231 in 0.259 in 0.200 in 3 0.215 in 3 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 (4) Cly) (St 10/48 4.236 cm• 1,144 g/m 10.07 cm4 6.33 cm4 3.79 cm3 13/52 4.432 cn12 1,197 g/m 12.37 cm4 6.76 crr,4 4.25 cm3 Section Modulus (Sy) 3.28 cm3 3.52 cm' Radius Radius of of Gyration Gyration (rx) (ry) 1.54 cm 1.22 cm 1.67 cm 1.24 cm 1.22 in (30.9 mm) t 2.05 in (52 mm) Notes 1. Specifications are subject to change without notice. 1.89 in (48 mm) 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 r- 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. 13/52 1.45 in 10/48 - (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. mounting- systems.com 3 mounting systems Alpha+ Engineering and Technical Data 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,0 Tensile yield strength (fv,0 Aluminum 6005-T5 En-AW-AISiMg EN AW-6005-T5 0.0975 Ibm/ina (2.70 gm/cma) 13xl 0-6/°F (2.35)(10-5/°C) 10,100 ksi (69,600 MN/m9 39.2 ksi (2,703 kN/cm2) 38.0 ksi (2,620 kN/cm9 35.0 ksi (2,413 kN/cm2) Alpha+ Rail Section Properties (English) Moment Moment Section Rail Area (A)Weight of Inertia of Inertia Modulus Type (Sx)(1*) (4) 10/48 0.557 in2 0.67 Ibm/ft 0.246 in*0.154 in4 0.241 in3 13/52 0.594 in,0.70 Ibm/ft 0.311 ir,4 0.169 in*0.291 ins 2.05 (52 n 39/EL Section Modulus (Sy) 0.210 in3 0,229 in3 Radius Radius Of Of Gyration Gyration (r*) (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 00 Uy, (SJ 10/48 3.595 cm2 972 g/m 10.22 cm4 6.42 cm4 3.95 cm3 13/52 3.835 cm2 1,037 g/m 12.93 cm4 7.02 cm*4.77 cma Section Modulus (Sy) 3.44 cmi 3.76 cm3 Radius Radius of of Gyration Gyration (rx) (rv) 1.679 cm 1.345 cm 1.839 cm 1.35 cm Stainless Steel Connectors ClickstoneEL»37 4 1/Splice Property i- ' ' Designation Chemical composition Density ( p) Coefficient of thermal expansion (a-r) n m) Modulus of elasticity (E) Shear modulus (G) 1.89 in Ultimate tensile strength (48 mm)(fu,k) LL 24 Tensile yield strength Value 18-8 / 304 (A2-70) X5CrNil 810 0.285 Ibm/in3 (7.9 g/cm') 9.6*10-6/¥ (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/mz) 31.2 ksi (215,116 MN/m2) MB T-bolt 1.47 in(37.3 mm) t nl 0/48 A | 13/52 Serrated nut M6 Allen socket head bolt Alpha+ Rail Section .1,1 1 Alpha+ Engineering and Technical Datamounting systenis 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 (fu,k) Tensile yield strength (fv,k) Aluminum 6063-T66 En-AW-AIMgSiO.7 EN AW-6063 T66 0.0975 Ibm/ire (2.70 gm/cm3) ; 1 13x10-6/°F (2.35xl 0-5/°C) 10,100 ksi (69,637 MN/m9 I 39.2 ksi (270.3 MN/mn 30.0 ksi (206.8 MN/m9 25 ksi (172.4 MN/%9 Clickstone Section Properties (English) Moment Moment Section Section Area (A)Weight of Inertia of Inertia Modulus Modulus OD 00 (So (Sy) 0.357 ir,2 0.42 Ibm/ft 0.058 in4 0.019 in4 0.079 in3 0.057 in3 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 OD «0 (So (Sy) , 2.305 cm2 622 g/m 2.395 cm4 0.791 cm* 1.294 cms 0.931 cm3 Radius Radius of of Gyration Gyration (r*) (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 It),2.0 712 Ibf .42 kN)(6.22 kN)(3.17 kN) 0.75 1,068 Ibr (4.75 k N) Pullout force I Clickstone 8/ £4 Rail Cllckstone Pullout test Alpha' Clamp 2 ,-I,7.377 Alpha+ Engineering and Technical Datamounting systems Typical Rail Span Capabilityl Alpha* Rail Spans (ft) L-loot' fllou/.1.*_ Design Win,>peed (mph) _ 80 90 100 110 120 130 140 150 Snow Load Rail SIze Rlil Sire Rill Si,e Anit Size Rall Size Rail Size Rail SIze Rail Size (ps,}10/48 13/52 10/48 13/52 10/48 13/52 10/48 13/52 10/48113,52 10148 13/52 10/48 13/52 10/48 ' 13/52 0 6646464444444424 10 4646464444444424 20 4444444444444424 30 4444444444444424 40 4444444444442424 50 4 4 4 4 4 4 4 4 4 4 2 4 2 4 2 4 1 Flail spans assuine 24 ralte. spacmg and ate inown to he larlhes, acceplable ,alter: Pafarneler, Gabil ine, 5 , S· rugh 51cpc 525 - 850·AMSL Occufancy Calegory Il (Impoitance fac[or .1 0). Te„alicalegory B Parlially exposed. cente. ione,lutaliation 'NSJ·lo! Su,lable 2 Calculations ass„mestand-alone L-loot or L·(oot mounted to Quick Mount PV aMSC mot,„t 11,11··,41 06 equivalenl Alpha Rail Spans (ft)1 ··Universal ' Barrel,Curved/Flai Tile Roof Hooks' Design Wind Speed (mph) -80 90 100 110 120 130 140 150 Snow Loid R•11 Sige Roll Size Roll S,zo Aoll Size Ruil Size Roll Size FRail Size Rall Size (P.f)10/48 13/52 10/48 · 13/52 10/48 13'52 10/48113/52 10/48 1 13/52 10/48 13152 ! 10/48 113/52 10/'48 13/52 066 4 6 4 6 4444 4 4 2 2 2 2 10 4646464444 4 4 2 2 2 2 20 44 44 44 44 44 44 22 22 30 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 40 4444444422222222 50 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Ral spans Issurne 24-ranerspacingand aresbawniolhe lannes! acceptable ralter, Parameters Gaole roll ' 15+hign, slope 326··, 860 AMSLr Occupancy Category 11 irmpoilance facto. AO) Teri.imc.,legriyB. Pailially crpoiled cenle, Ellie ing.t.illalion -MS,·Nol St.,tat,[e- 2 Tile roor hookssecuredwth two5/16·43'h· laoscrews Alpha* Rail Spans (ft)' Flat/Plain Tile Roof Hooks' ii,Dil.illiiI Design Wine-Speed (mph) 80 90 100 110 120 130 140 150 Snow Load Rai 1 Size Rail Size Rail Size Rail Size Rain Size Rail Size Rail Size Rail Size (Pan 10/48 13/52 10/48 13'52 10/48 13/52 10/48 113/52 10/481 13/52 10/48.13/52 10/48 13152 10/48 13/52 044 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 4444 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 1 Rail spari assum. 24- railler 5Facing and are .ho¥.1 lo the lanhes, acce:>[able rolter Paramilifs. Gable rool S I5· hiwh. sloge 525 85OAMSL. Occupincy Cal•.•gafy H limpoitance factor .1 0}.Terrain catei,09 8. Paitially e.pasel. center zone installation 'NS=Nol Suitable· 2 Tile,00hoown Nocured wintwo516-x 397!agscra¥& Alpha+ Rail Spans (ft)' Slate Roof Hooks2 Deolgn Wind Speed Imph) - 80 go 100 110 120 130 140 150 Snow Load Rail Size Rail Size Rall Size Rall Slze Fall Sia Rall Size Roll SUe Rall Size 10/48 ! 13/52 10/48 113452 10/48 11352 10/48 13,52 10/48 ' 13152 10148 13+52 10/48 13/52 10/48 1 13/S2 0 6646222222222222 10 4644 2 2 2 2 2 2 2 2 2 2 2 2 20 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 30 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 NS NS 50 2 2 2 2 2 2 2 2 2 2 2 2 NS NS NS NS 1 Andspans s.sume 24- raltcr spacing andare shovm lo th. lanhest acceglable iallar Paramilers Gable roof : 15·li,ut, slc,De 12 S- 850 AMSL. Occupancy Calegoy 11 (impoitance taclor .1,0), refrm,1 cotioofy e. P,ilinity o•pzod, centir onoilistailanon. ·NS.Nal Suilibo- 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. === « -- -1--•1-7*ma 4 ¥20 years mounting systems 42 L ¥T-45% 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 Ioofs. 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 Quickstone technology and clever component de- sign to facilitate installation on all types of sloped IOofs and sloped roof coverings. And the Mounting Systems Quid(con- figurator planning tool makes system planning, layout and 5tructural 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 Aller 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 every facet of PV ingtallation while maintaining the versatility and fl exi bi lity 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. mounting systems . Alpha system components Roof attachments The Alpha system i5 versatile. A complete range of roof at- tachments allows installation on roofs covered by composite shingles, shake shingles, corrugated OI flat metal, flat tile, curvedtile and even slate. All roof attachment components ate supplied pire-assembled with all necessary lail attach- ment hardware r 1. (8 a L-feet b Roof hook 170 c Roof hook for heavy snow d Roof hook for plain tiles e Roof hook for Slate/Shingles r 1 i r. c•B VAlpha 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 Ioof 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 niser 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 metaJ rafters or purlins. Hanger bolts include an L-foot preassembled with [ail attachment hardware.;An EPDM rubber washer seals the hanger bolt against water intrusion. Alpha roof attachments · Rail attachments for virtually any zoof 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 foUI distinct sizes of alumin;um 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 Iails 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 foutrail 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 firstinumber is an indication of the rail's relative strength. The second number is the height of the rail in millimetem. Module clamps and roof attachment components are identi- cal for all founail 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-foot increments 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 conesponding 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 andia small ambunt of rail projecting beyond the modules is not critical. Mounting Systems can also swpplY rails cut to custom lengths up to 35 feet.1 Minimum order quantities apply. Please con- suit Mounting Systems for more information. Mounting Systems also makes Alpha rails available for bulk 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 al5O available. To finish off the Alpha rails and make installations even more aesthetically pleasing, rail end caps are available to cover the.rail ends acid hidethe unfinished metal exposed during rail fabrication. End caps can be customized with your company's logo or ofher graphics, at nominal additional cost. Please contact Mounting, Systems for costs and details. 63 f Base rail 7749 g Base Tail 13/58. 1-9163 and 25/65 1 Because of mateIial handling concerns fortails of increasing length, Mounting:Systems reammends a maximum rail length of 26 feet'(8 m) for most applications. Alpha 2 mounting systerns Quickstone technology The Quickstone is Mounting Systems' patented fastening de- vice. Essentially a highly specialized mui, it is used for every Alpha system connection except attaching the Iail mounting components to the mof. 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 mu5t be inserted at the end of the rail then slid along the mil 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 burt 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 pre-assembled with Quickstones, bolts and washers, eliminating the need to carry those part5 separately and reducing the chance of misplacing, dropping or running out of them on the roof. This speeds and simpli- fies installations greatly. ¥20 Quickstone, the clever nut - Speeds and simplifies system assembly and module installation · Allows extensive component pre-assembly for fasteI 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 M8,5ocket-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 or bit, dramatically simplifying the installation process. And because the Quickstone channel is identical in each mil type, roof attachments and module clamps are the same for eveny rail type. Separate Quickstones and bolts are available for attaching other items such as mitroinverters directly to the Alpha rails making the installation of those and other items quick and easy. - a Element to be attached (e.g. module clamp) b Allen bolt c Quickstone d Base rail j .u.tohz t 3 Rail splices The Alpha rail splice is, in fact, a short section of the cor- respondingly sized Alpha rail. The Alpha rail i5 specifically designed with a series of small rails and channels ort 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 slideinto 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 of rail - there is no loss of strength across the Alpha spike. Therefore, there is no loss of span capabilityand norequirement toreducespan oradd another roof attachment because of the splice.3 The Alpha splice is preassembled 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 telescopes preserve rail strength and do not diminish rail span capability. The telescopes thoughtful design allows it to be installed on eitherend of the base rail. ? J 0 j r a Base rail a Base rail b Splice b Telescoping end-piece c Loose short rail section on the telescoping end-piece d Roof connection e Fi*ed short rail section Telescoping end pieces · Set precise rail length with no cutting · Enhances aesthetics and safety · Simplifies and speeds installation · Eliminates waste and scIap 2 Note: Due to is unconventional fo,m, 749 railuses a dedicated 5 pliCa shape. The 7/49 5plice provide, the same ster,gth as an uninterrupted U49 rain. Alpha 4 Bonding and grounding Alpha bondingand gIOUndingissupported bya full range of listed products for module-frame grounding, bonding jump- ers for splices and bonding to the gIOunding electzode(s) Burndy WEEB clips, designed expressly for the Alpha's pre assembled inter-module clamps clip quickly and firmly onto the Quickstore bolt for fast, easy integration into the array. Bamberg, Germany. 40 kWA 2009 6 WEEB clip 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 groundingelectrode. As with all Alpha components, even bonding and grounding components employ Alpha's Quickstones and come pie- assembled, ready to insert and fasten in the appIOpriate locations. Alpha - where cost-effective PV installation begins Combining installation speed with innovative design and robust strength, the Mounting Systems' Alpha system makes pitched Ioof PV mounting simple, fast and safe. Its unique set of well thought out, truly usable features provide 5olid benefits to distributors, installers 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 · Quid(stone 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 6 yon'* mounting systems Alpha technical data Application Pitched roof - on-moi Roofing matenal Suitable for most moftipes Rooi stope Up to 60° 1 Building height Up to 20 m · 66 ft 1 PV modules Framed, unframed Module layout In rows or'columns Module orientation landscap'e, poitrait ®r.·3 Spike technology Size of module array Position of the module array Possible height allowance Distance between roof Any Size 2 No special zequirements Up to 38 mm · 1.5 in Up to Lm · 6.6 ft 1 attachments Standards Inteinational Building Code IBC 2009 California Building Code CBC 2010 ASCE/SEI 7-10 Aluminum Design Manual 2010 ANSI/AISC 360-05 AG 318-08 fri Telescoping end-piece Supporting profiles Extruded Aluminum (EN AW 6063 T66) Hooks, small parts Stainless steel (V/A) Color Natural (silver) Warranty 10 years 3 a Base rail b Tilescoping end-piece c Module end damp d Roof hook e Splice 1 Differen maximum values may apply, Kind Fire dependent on si 'C. ., roof attechments and.' 'ing· modules. Using the Alpha calculation lool you can have the correct .b . project calculated quickly and easily. 2 Due to thermalqexponsion ofthe matenal, werecommend' a slight gapinthe array every 12 m (39.4 ft.') 3 Pleake 'seesthe Mounting Systems, Inc. warranty document for details. 9 0116 4, t 1 2-3 1 J I' 2 1,1 4 7 GreenFasten™GF 1 PRODUCTGUIDE Exploded Product View/B.O.M. - 1 Installation Instructions - 2 Cut Sheets - 3 Specifications -4 r.-",f 4 4...:.:·.4«.2949:f:rti .4#30€91*3-ge,./.44:ky:.9.:. t>Ecollasten Solar® AvA www.ecofastensolar.com SUOILUOIWdU IdOW-d,311 Exploded Product View, Bill of Materials Materials Needed for Assembly .Fwi. '27::'.- Viffl:*r: . A.* /.fila 44**t 2.*".3-,-·.r 4%¢433,7..<..tes·.4-9·w.¥mx..41-"'ty":2 - ·*-429.-*te-24 . ft,•F.'/,i... i<· ..499'*93(** :·,* ....tr09»s•eft«• 256*7182,4.19*W·:300%18 · ' , r>'·.1.4 +I ' 7-7212¥42: 2*t' 7.4 .ti=:44,01%··-·· ·...,+42444 le')45& EN Quantity 1 1 1 1 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 r Ir 877-859-3947 Committed to the Support of Renewable Energy © EcoFasten Solar' All content protected under copyright. All rights reserved 04/8/14 1.1 r Installation Instructions with Compression Bracket 1py-$*/3.-:+faid 2,· 4 -94*424 1 2 3 4 'v,·sti-4· ',fi?*123<2;crt.43.7 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. Backfill with sealant. 3. Insert the flashing so the top part Is underthe next row of shingles and pushed far enough up slope to prevent water infiltration through vertical joint in shingles. 4. Line up pilot hole with flashing hole. 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. 6. Torque: The range i5 between 100-140 torque inch-pounds depending on thetype of wood and timeof year. The visual indicator for proper torque is when the EPDM on the underside of the bonded washer beginsto push out the sides as the washercompresses. If using an impact wrench to install the fasteners be careful not to over torque the fastener. You may need to stop and use a ratchet to finish the install. 877-859-3947 Committed to the Support of Renewable Energy © Ecofasten Solar- All content protected under copyright. All rights reserved 04/8/14 . Installation Instructions * Use for vertical adjustment when leading edge of flashing hits nails in upper shingle courses 1. Slide flashing up under shingles until leading edge engages nails. Measure remaining distance to adjust upslope. 2. Remove flashing and cut"V" notch at marks 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. ;:.'- 4;1:,..I Placement of "V' notch 2" 3. Reinstall flashing with notched area upslope,4. Position notched leading edge underneath nail heads as shown. ' Nails beneath shingle , 764 ir.943944.·*,2, 7 Nails beneath shingle .49@47-A 877-859-3947 Comm Imed to the Support of Renewable Energy © EcoFasten Solar- All content protected under copyright. All rights reserved. 04/8/14 Ch Cut Sheets: GF1 - L 812 / 4.X R 2 ---1/32 Utj /7,18 l 4 ®,A -1 -= 5/64 42) Y. 4' =-- DEAIL A SCALE: 2:1 lOS Fl --1-- L_-4-J 877-859-3947 Committed to the Support of Renewable Energy © Ecofasten Solar- All content protected under copyright All rights reserved. 04/8/14 3,2 C GreenFasten-GF1 - Product Guide 2 Cut Sheets: Comp Slide Bracket @2 1 474 L .33in 7631 4.00in 23in [5.94mm] r -- [8.26mm] .52;n [13.08mrn] w SLOT FOR 5/16" HHCS 1 K rn 1.00in 25.40nim 1.06in [26.92mm I +.006. 0 0.377 -.000 THRU V 0 0.8751.010 X 82°L 101.60mm] 11=J 1 n ri n 877-859-3947 Committed to the Support of Renewable Energy ¢5 Ecofasten Solar' All content protetted under copyright All rights reserved. 04/8/14 3.3 1 - 1 PART 1 - GENERAL· 1 4- 1.1 SUMMARY A. WORK INCLUDES 1. Green Fasten 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. Division/.Thermal and Moisture Protection 1.2 SYSTEM DE5CRIPTION A. COMPONENTS: 1. GreenFasten GF1 system consists of alumi- num flashing with integral EPDM bushing < and one bonded stainless steel and EPDMwasher. 2. Fasteners A. To beof metal compatible with aluminum GreenFasten components. B. Fasteners should be selected for compat- h /1 n ibility with the roof deck. 1 C.Fastener strength should exceed or be equal to that of the allowable load of the system See test data at www.ecofastensolar.com . Sealant (if required by roof manufacturer): to be roof manufacturer approved. . Aluminum compression bracket B. DESIGN REQUIREMENTS: 1. Bracket spacing to be recommended !by project engineer. 2. Installa minimum ofone fastenerper assembly. 3. It is important to design new structures or assess existing structures to make sure that they can withstand retained loads.i '<n n 11 *ga? 3 4 alu 1% E 1.3 SUBMITTAL A. 5ubmit manufacturer's written specifications. B. Submit standard product cut sheets. C. Submit installation instructions, D. Submit product specific load test data, showing ultimate and allowable load values. 1.4 QUALITYASSURANCE 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 mi5sing or defective items. Keep material dry, covered, and offthe 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 SIide 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. 23 FINISH - Mill Finish A. Brad<etis mill finish aluminum 8. Base flashing (thoose 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 anyadditional 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 prior to 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 o f Renewable Energy © Ecofasten Solar- All content protected under copyright All rights reserved. 04/8/14 4.1 ru ¥ YL260P-29bYGE 60 YL255P-29b YL250P-29bCELL SERIES YL245P-29b YL240P-29b U.S. Soccer Powered by Yingli Solar YIN{*lC]LAR Mmllnill)Zinll Our signature product line is a top performer in every application, from rooftop systems to utility-scale power plants. lil,Il.I.tai*JiTA 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. 12<11147Kili-R,6 Robust, corrosion resistant aluminum frame independently tested to withstand wind and snow loads of up to 2400Pa and 5400Pa, respeatively, ensuring mechanical stability. Independent labs certify that Yingli modules resist the highest levels of ammonia and salt mist, demonstrating their reliable performance in challenging environmental conditions. Manufacturing facility certifed 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 warianty terms and conditions BLACK FRAME . Ut 1703 and ULC 1703, CEC. FSEC. ISO 9001:2008, ISO 14001:2004, BS OHSAS 18001:2007. SA800D cus LISTEO Ipi,010,1/IC.01,hr, 4400 A If you buy from Yingli ne,icas, Yingli 4,·ike. achas the mpofterandcomplie, with all Ipplicable taillf, Cu.lom¢A can 64 1,0.Yw,/t i Americas with no worry thai thly will be Nobleforany import [ar,Ns YINGLISOLAR.COM/US Yngli Ami?rican YGE - CELL SERIES Powered by YINGLI ELECTRICAL PERFORMANCE GENERAL CHARACTERISTICS Module typo YL260P-29b YL255P-29b YL.250P-29b Yl 245P·29b YL240P-29b Dimerglons (L /W/H)64.96in (1650-0/ 38.98in (99(knrr,1/ 1.57in (40mml Power output P.- W 260 255 250 245 240 Weight 40.81bs (18.5kg!Power output tolerance$AP- %-0/+3 Mod,Ao officientcy rim 56 15.9 15.6 15.3 15.0 14.7 Volt'glat P...V.w V 30.3 300 29.8 29.6 29.3 PACKAGING SPECIFICATIONS Current at P.6/ A 8.59 8.49 8.39 828 8.18 Number of module, per pallot 26 Numbor of pallou par 40' c=malner 28Open·circuit voltago 6 V 37.7 37.7 37.6 37.5 37.5 Short·circull €u,iont A 9.09 9.01 8.92 8.83 8.75 Padwging box dimanslons 67 32 (1710mm) / 45.67M (116Cmm) 0./W/H}/46.38in (1178mm) 5TC: 1000W/m' irradince, 25•C cell rempen,b,m. AM I Sg specrn,m accord*g to EN 60904.3 Average relatit,e e Hiciency reduction c f 3 3% a I 200,Wrn' 09(crdlng to EN 60904-1 Bow weight 1133lbs (5141/ Eleclitcat D•rameler 5 at Nomilair(Doeratino' Cell Temoerature INOCD Units: inch (mm) Power output P- W 189.7 168.0 182.4 178.7 175.1 .38.90 (9904 Voltage at P-V.po V 27.6 27.4 27.2 27.0 26.0 g Currer, at Prn.1. A 6.17 6.79 6.71 6.62 6.54 -1 Open-drcuit voltage Va€ V 34.8 34.8 34.7 34.6 34.6 1 » 7.. Short<Ircuit current 1. A 7.35 7.28 7.21 7.14 '.0, 8 141 g NOCT: opon·circuitopeatingcelltempeiatureat800WAre¢,rnfance. 2Can,bic•tterpmtue, Irindspeed r. 11 THERMAL CHARACTERISTICS -= 1- 11 41 Nomdrd operating calitempefature NOCT 'C 46 +/- 2 G'·""91•flholase W :3:00236«4 Temp.ratur casfActent of Pm. ,967.C -0.42 Tamparatur, coafficlant of V. 4 96/•C 40.32 Ternperature roifflclint of I.a. 96/·c 0.05 Tomp•roture coefficient of V..p 0.- 94.C -0.42 Mounidg hole, 0·023*.0115(6.54 '2% 11 Fig El OPERATING CONDITIONS 0 1:01'46111„,0,01 _ I 128·0140.315 134 . trMax. *M voltcge &0Nocor 1000.loc Max. serieo fuse retire 15A il- e .- Lbirting ravorse current 15A ,-h Opwalle,g tomperature range 40 to 185'F (-40 to arC) ,/-10'DE - 0Max. h.115tang Impact (diameter / velocity 25*m 1 23,11/5 1 ,@- ..1 394(too) M SECTION D-BCONSTRUCTION MATERIALS Front covor (matertal /thicknon} Coll (qu,fltl4/ matorlit/ dmenmioni / numberof bishars) Encopiulant (matorl[zI} Frama (matorial / Colar A.dge .allng) Junctton box (Ing,o= protection rating) Cable (length / .08·soitionil arnal Cor,nector (type / ingres, pretoction rating) low·iron,tompered glass/ 32mm 60 + multicryrtalline silicon / 156mmxlgmm/2,3 ethylene vinyl acetate EVA) anondized aluminum aUoy / silver or bloek / 3ilicone or tupe iIP65 1100mm/4mm' MC4 or Amphenol H• / 2 1P67 1 , .... 416 02; -/ Warning: Read the Installation and User Manual in its entinity before handling, installing, and operating Yingli modules. Our Pactners 1 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 NYSE:YG E =lillklt 1 1 YING_ SOLAR © Yingli Green Energy Holding Co. Ltd. | YGE60Ce[ISeries2013_EN_201309 Vol U.S. Soccer Powered by Yingll Solai -- ,J .. N 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 dorl 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, 2011 and 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 atiw**4.enohase.com/Groundina: Identifying Microinverters with Integrated Ground Installers and inspectors can easily identify Enphase Microinverters with Integrated Ground. -0 4 No grounding terminal Flat lid Installing Microinverters 111„V„,1,7 - 1 iA Product label with Integrated Ground I ___--- on bottom v'/ edge Enphase Microinverlers 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. It'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 <?