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Home My WebLink About10181432_909 S. TOLAND - PlanCITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT PROJECT ADDRESS: 909 S Toland Street USE OF BUILDING:RESIDENTIAL COMMERCIAL SUITE: INDUSTRIAL OTHER 3/2/05:forms/Bldg.App.Worksheet SAPIN # MASTERID# NATURE OF WORK:NEW ADD ALTER/T.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) : 4. 6 k-N ROX- -YACI ¥1·1-rd 93\A(L, 10 Pan.#1\.L 1.0 mic/¢10-\Y\(,2 F.HIES) \-6:09) Ang.\, I (A\Cran-Un 29 0, on A 4,14- BUILDING OWNER'S NAME:Teresa Mitsueda PHONE NO:714-775-1705 ADDRESS'CITY STATE:CA ZIP:909 S Toland Street 'Santa Ana 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.corn / OranqeCountySolar@vivint.com OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER -BLDG. FEE $ OCC. GROUP:RECEIPT *-P/C FEE PD $ TYPE OF CONSTR:VALUATION: $'2610(8.60 SUBMITTAL,OATE/22114 FIRE SPKR: YES / NO A/C: YES / NO FLOOD ZONE:PROCES RES. DEV. FEE: YES/NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: tr-\ \C. ..e PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: U Additional square footage 0 Awnings E] Canopy 0 Card readers El Ceiling work [3. Change of occupancy (use) O Disabled accessible (H/C) restrooms El Dust collector U Elevator shaft 0 Exterior doors or windows C] Equipment pads El· Interior demo [3| Kitchen equipment U Partition walls C] Rated corridors U Rated shafts U Roof mounted equipment El Security bars El Screening for equipment C[ Skylights U Stairs U Storefront/facade improvements U Storage racks or shelving over 5'-9" 0 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 4 tr 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. 1 WARNING Property of Vivint Solar TURN OFF PHOTOVOLTAIC AC DISCOMECT PRIOR TO WORKNG ISDE PANEL Listed on Junction Boxes and Main Panel vivint. solar 877.404.4129 This solar photovoltaic system and its components are the sole personal property of Vivint Solar SOLAR BREAKER DO NOT RELOCATE Listed on PV Listed on Disconnect 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: 240v PHOTOVOLTA[4iD«)ISCONNECT MAXIMUM AC OPERATING CURRENT .NOMINAL OPERATING AC VOLTAGE: Listed on Disconnect Listed on Disconnect SU1 Listed on all conduit mounting systems Project information Project data Project description 3602533 Contact Name 3602533 Address 909 S Toland St, Santa Ana, CA Phone Email Developer:Page 1 of 11 Date 5/13/2014 MS Version 2.0.21.0 . Alpha+ 3602533 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 i n Roof pitch 12 °Rafter height 5.5 in 19 It 8.22. 1 1000 1; 92 4 Developer:Page 2 of 11 Date 5/13/2014 MS Version 2.0.21.0 . mounting systems Loads Snow load Importance Factor Il: 1.00 Ground snow load Pg =O.000 lb/ftz Shape factor CS.0.892 Snow load - flat Pf =O.000 lb/fti Snow load - sloped Ps.O.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/fti Roof areas Distributed Wind Loading per Base Rail Pressure [lb/ft]Suction [lb/ft] Field 28.916 -45.925 Edges (gableboard))28.916 -79.943 Edges (eaves)28.916 -79.943 28.916 -118.214Corner Deadload Module area AM 17.60 W Modul weight GM 40.80 lbs Dead load gM I 2.363 lb/fe Developer:Page 3 of 11 Date 5/13/2014 MS Version 2.0.21.0 1 Alpha' 3602533 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* 0-+T)+ 0.75* (LrorS or R) 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=O.6*D+0.7*E+H max action [lb/ft2] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 12.990 0.491 -14.640 0.491 Edges 12.990 0.491 -27.200 0.491 (gableboard)) Edges (eaves)12.990 0.491 -27.200 0.491 Corner 12.990 0.491 -41.330 0.491 max action [lb/ft] (Top layer) Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 10.720 0.406 -12.090 0.406 Edges 10.720 0.406 -22.450 0.406 (gableboard)) Edges (eaves)10.720 0.406 -22.450 0.406 Corner 10.720 0.406 -34.110 0.406 Developer:Page 4 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems max action [lb/ft] (Lower Layer) usability validation [lb/ft] Roof area Pressure Pressure Suction Suction Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel orthogonal parallel orthogonal parallel Field 9.754 0.487 -12.950 0.487 9.754 0.487 -12.950 0.487 Edges (gableboard)) Edges (eaves) Corner 9.754 0.487 -19.170 0.487 9.754 0.487 -19.170 0.487 9.754 0.487 -19.170 0.487 9.754 0.487 -19.170 0.487 9.754 0.487 -31.610 0.487 9.754 0.487 -31.610 0.487 Developer:Page 5 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha' 3602533 mounting systems Module field layout Module manufacturer Moduletype Module power Number of modules Module orientation V 12 ft 7.00 in - - -- Yingli Trina Canadian solar YL250 P-29B 250.00 Watt 2 Landscape 13 ft 9.88 in Module length 65.0 in Module width 39.0 in Frame height 1.6 in Modul weight 40.80 lbs Overall power output 0.5 kWp 10 ft 10.75 in 1 3.37 in 6 ft 10.74 ir 2 ft 4.08 in - --- - -- ---- - - - --- ---- --- --- -- ---- -· -- - 1 1 3 ft 3.00 in 1 11 11 2 ft 5.26 in Oft -.-.-I. - -1- -- --- 1 IX 0 ft 13 ft 9.88 in 26 ft 0.00 in Developer:Page 6 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systerns 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 Moment of inertia ly Resistance moment Wz Resistance moment Wy Cross section area yield stress modulus of elasticity 0.14 inA4 0.24 inA4 0.20 inA3 0.23 in,9 0.21 inA2 31.6 ksi 10153.0 ksi Cross 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 inA2 yield stress 31.6 ksi modulus of elasticity 10153.0 ksi Load Developer:Page 7 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems Cross rail Stress Deflection under load (% A=L/150) Length Load capacity Roof area (%yield)Rail Cantilever Cantilever Attachment Field 20.7 %57.8 %0.0 in 34.2 % Edges (gableboard))30.2 %85.4 %0.0 in 63.5 % Edges (eaves)30.2 %85.4 %0.0 in 63.5 % Comer 27.7 %59.4 %0.0 in 72.4 % The system was successfully verified. Notes • Only the statics of the solar substructure 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 8 of 11 Date 5/13/2014 MS Version 2.0.21.0 . Alpha+ 3602533 00 52- CConstr OQ 2.71 ft uction X Attachment 0 spike Top layer A = GS 10/48 20 It [3 ft 5.36 in] Lower Layer B = GS 10/48 20 ft [9 ft 7.94 in] B 9 1 Ifi- 1 1-1 lillfirll 3.12 ft B ¥- 1 1- ¥ Alpha+ 3602533 Developer: Page 9 of 11 Date 5/13/2014 MS Version 2.0.21.0 mounting systems 3.02 ft 2.95 ft (S@Aea) Sabp3 E--7 3.02 ft 20.09 ft .IDU.100 ((pieoqaiqeb) sabla EIZI 2.95 ft 1)13!:1 0 Developer:Page 10 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems cut rails 1 x BR 10/48 CS; 20ft zugeschnitten auf 4x 3 ft 5.36 in 1 x BR 10/48 CS; 20ft zugeschnitten auf 2x 9 ft 7.94 in BOM Item No.Description Weight Quantity add. Items Sum 706-0061 Cross rail connector 48x31 0.000 lbs 720-0854 Set 12: Quickmount Comp Shingle PV Mount 12"3 0.000 lbs 702-0184 Module end damp CS FH 40mm 0.112 lbs 720-1200 Set: 5 spare Clickstones 0.000 lbs 800-1083 BR 10/48 CS; 20ft 13.623 lbs Total 28.146 lbs 8 0 8 1 0 1 8 0 8 1 0 1 2 0 2 Developer:Page 11 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 X=2230. mounting systems Project information Project data Project description 3602533 Contact Name 3602533 Address 909 S Toland St, Santa Ana, CA Phone Email Developer:Page 1 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 1 1 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 12 °Rafter height 5.5 in 19 rt 8,22 /00'04-92 Developer:Page 2 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha' 3602533 EEZi f:f333,1{ i ftfl " 1.3 70 mounting systems Loads Snow load Importance Factor Il: 1.00 Ground snow load Pg =0.000 lb/ftz Shape factor (IS = 0.892 Snow load - flat Pf i 0.000 lb/ft 2 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/ftz Roof areas Distributed Wind Loading per Base Rail Pressure [lb/ft]Suction [lb/ft] Field 28.916 -45.925 Edges (gableboard))28.916 -79.943 Dead load Module area AM =17.60 fe Modul weight GM 40.80 lbs Dead load gM I 2.363 lb/fe Developer:Page 3 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha' 3602533 mounting systenns Load combinations (ASD) LFK1:Ed=D+F LFK2:Ed=D+H+F+L+T LFK3:Ed=D+H+F+(lorSorR) LFK4:Ed = D + H + F + 0.75 * (L + T) + 0.75 * (4 or S or R) LFK5:Ed=D+H+F+(Wor 0.7 *E) LFK6:Ed - D + H + F + 0.75 * (W or 0.7 * E) + 0.75 * L+ 0.75 * (4 or S or R) LFK7:Ed= O.6 *D+W+H LFK8:Ed=0.6*D+0.7*E+H max action [lb/ft2] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 12.990 0.491 -14.640 0.491 Edges 12.990 0.491 -27.200 0.491 (gableboard)) max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 10.720 0.406 -12.090 0.406 Edges 10.720 0.406 -22.450 0.406 (gableboard)) Developer:Page 4 of 9 Date 5/13/2014 · MS Version 2.0.21.0 Alpha+ 3602533 mounting systems Module field layout Module manufacturer Module type Module power Number of modules Module orientation Yingli Trina Canadian solar YL250 P-29B 250.00 Watt 5 Portrait Module length 65.0 in Module width 39.0 in Frame height 1.6 in Modul weight 40.80 lbs Overall power output 1.3 kWp v 7 ft 11.53 in 16 ft 5.99 in 1 [t 6.48 in a 12 ft 7.00 in 1 ft 7.28 in 1 5 ft 5.00 in 5 ft 6.72 in--------------------- , - 1 1 5 ft 6.72 in F : Oft 0 ft 7 ft 10.35 in 'X 26 fr. 0.00 in Developer:Page 5 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 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 Moment of inertia ly Resistance moment Wz Resistance moment Wy Cross section area yield stress modulus of elasticity 0.14 inu 0.24 inA4 0.20 ine 0.23 ins 0.21 int,2 31.6 ksi 10153.0 ksi Load Rail Stress Deflection under load (% 8=L/150) Length Load capacity Roof area (%yield)Rail Cantilever Car'Itilever Attachment Field 26.9 %94.0 %1.2 %5.6 in 35.6 % Edges (gableboard))25.2 %71.2 %0.0 in 53.0 % The system was successfully verified. Notes • Only the statics of the solar substructure 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+ 3602533 mounting systems Construction 11 <C X 0 -X -X I 2.71 ft Developer:Page 7 of 9 Date 5/13/2014 MS Version 2.0.21.0 r Alpha+ 3602533 mounting systems C= -><- 46 C==== 9.56 ft 3.02 ft U 56'Z (S@Aea) sabp3 U 60'02 lau-100 0 1 1 Developer:Page 8 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems cut rails 2x BR 10/48 CS; 20ft zugeschnitten auf 1x 16 ft 8.35 in BOM Item No.Description Weight Quantity add. Items Sum 720-0854 Set 12: Quickmount Comp Shingle PV Mount 129 0.000 lbs 1 0 1 702-0184 Module end damp CS FH 40mm 0.112 lbs 4 0 4 700-0080 Module damp CS FH 28-40mm .0.090 lbs 8 0 8 720-1200 Set: 5 spare Clickstones 0.000 lbs 1 0 1 800-1083 BR 10/48 CS: 20ft 13.623 lbs 2 0 2 Total 28.416 lbs Developer:Page 9 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems Project information Project data Project description 3602533 Contact Name 3602533 Address 909 S Toland St, Santa Ana, CA Phone Email Developer:Page 1 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems Building data Site data Country USA IBC Terrain height Building specifications Roof type Gable roof Roof specifications Roofing Composition Shingle Rafter width 1.5 in Roof pitch 12 °Rafter height 5.5 in 19 j t+ Developer:Page 2 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha' 3602533 mounting systems Loads Snow load Importance Factor Il: 1.00 Ground snow load Pg =0.000 lb/ftz Shape factor CS = 0.892 Snow load - flat Pf =0.000 lb/ftz Snow load - sloped Ps.O.000 lb/fe 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 Field Edges (gableboard)) Distributed Wind Loading per Base Rail Pressure [lb/ft]Suction [lb/ft] 28.916 -45.925 28.916 -79.943 Dead load Module area , AM =17.60 W Modul weight GM 40.80 lbs Dead load gM I 2.363 lb/fe Developer:Page 3 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systerns Load combinations (ASD) LFK1:Ed=D+F LFK2:Ed=D+H+F+L+T LFK3:Ed = D+H + F+ (Lor S or R) LFK4:Ed = D + H + F + 0.75 * (L + T) + 0.75 * (4 or S or R) 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 * (4 or SorR) LFK7:Ed= 0.6 *D+W+H LFK8:Ed=0.6*D+0.7*E+H max action [lb/ft2] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 12.990 0.491 -14.640 0.491 Edges 12.990 0.491 -27.200 0.491 (gableboard)) max action [lb/ft] (Top layer) Roofarea Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 10.720 0.406 -12.090 0.406 Edges 10.720 0.406 -22.450 0.406 (gableboard)) Developer:Page 4 of 11 Date 5/13/2014 MS Version 2.0.21.0 . Alpha' 3602533 mounting systems max action [lb/ft] (Lower Layer) usability validation [lb/ft] Roof area Pressure Pressure Suction Suction Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel orthogonal parallel orthogonal parallel Field 13.210 0.659 -17.540 0.659 13.210 0.659 -17.540 0.659 Edges 13.210 0.659 -25.960 0.659 13.210 0.659 -25.960 0.659 (gableboard)) Developer: Page 5 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems Module field layout Module manufacturer Module type Module power Number of modules Module orientation Yingli Trina Canadian solar YL250 P-29B 250.00 Watt 10 Landscape Module length 65.0 in Module width 39.0 in Frame height 1.6 in Modul weight 40.80 lbs Overall power output 2.5 kWp 18 n 6.85 in 5ft5.00BI 16 ft 4.15 in 17 R 4.00 in - + - --- - -- - - - - -- * - . 0 ft 10.40 ir 3 13 ft 1.42 in --- · --- ------- --- -1- -------- - -- ---_--- - 9 ft 9.594 1 13 11 2.60 ir 3 ftl.93;n--- --- ---------- ; --1--1-L 11. 11 I __1 1-_._ „ •X0 8 13*t 47-iWURIP.Re;in 40 A 4.fin in Developer:Page 6 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 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 Moment of inertia ly Resistance moment Wz Resistance moment Wy Cross section area yield stress modulus of elasticity 0.14 inA4 0.24 inA4 0.20 ine 0.23 ins 0.21 inA,2 31.6 ksi 10153.0 ksi Cross rail Description GS 10/48 Moment of inertia Iz 0.14 inA4 Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.20 in3 Resistance moment Wy 0.23 inu Cross section area 0.21 inA2 yield stress 31.6 ksi modulus of elasticity 10153.0 ksi Load Developer:Page 7 of 11 Date 5/13/2014 MS Version 2.0.21.0 . Alpha+ 3602533 mounting systems Rail Stress Deflection under load (% 8=L/150) Length Load capacity Roof area (%yield)Rail Cantilever Cantilever Attachment Field 11.3 %27.1 %72.8 %14.5 in Edges (gableboard))16.7 %40.0 %0.0 in Cross rail Stress Deflection under load (% A-L/150) Length Load capacity Roof area (%yield)Rail Cantilever Cantilever Attachment Field 28.0 %78.2 %0.0 in 46.3 % Edges (gableboard))23.0 %48.8 %0.0 in 64.6 % The system was successfully verified. Notes • Only the 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 8 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 2.71 ft Construction systenns mounting 1 1 1 1 1-1 G 1 Ill 1.11< 1lllllllllllll 11111111111111 X Attachment 0 splice 1 1 1. A .1-1 GIl 1 1 1 1 1 1 1 1 F £ 1 -I i F I - I 1--16 1 C I 4 Ill 1 Illlilli IC I [Ill X X li ll i 1.1 Im' 11 1.11(0 11111111111111 Ill'lk.lk'llq'Ix lilli lilli | .DI I I, D 2.07 ft I x 1 1 111 00 1 111 1 811 Top layer A = GS 10/48 20 it [3 R 5.36 in] B = GS 10/48 20 ft [6 ft 9.11 in] Lower Layer C =,GS 10/48 20 It D = GS 10/48 20 ft [1 ft 5.98 in] E = GS 10/48 20 n [16 ft 1.98 in] F = GS 10/4820 ft [9 n 7.94 in] G = GS 10/4820 ft [4 ft 3.94 in] 11111111111111111111 11.111111111111111111 Alpha+ 3602533 ---- -----------Ii.--------Il----------*-il-Ii--I.----------- - ill--- ----- I.- --- -----------I -- --------- -Ii-*- ill- - - - - - - --- Developer: Page 9 of 11 Date 5/13/2014 MS Version 2.0.21.0 2.95 ft 34.43 ft 2.95 n 1 -11 1 1 1 1 1 1 1 1 I ll N - -- n 1 1 1 1 1 1 1 1 l i l l i 1111111111111111111111111111111 I l i l i 1 1 1 1 1 1 1-1 1-*1 1 11 1 1 1 1 1 1 1 l il li 1 1 1 1 1 1 1 1 I l l ¥ i i 1 1-i i ¥ 1 1 1 1 1 1 1 1 1 I l l 14.31 ft | | | | | | | | | | | £ 1 I, 4.· 1 -1 1, -4 -1 I l l _I I | | 14.31 ft1 1111111111111111111111111 111 X X X X C < Illllllllllll-Il.Illlllllll 111 Illlllllllllllll1llllllll 111 -Illillillillillitlt'll#lili 3.02 ft Ill[1111111111111111111111111'lli 3.02 ft 1 1 1 -1--1-1 1 I l l I l il li 1 1 1-li ll i 1 1 1-- Il l 1 2.95 ft 34.43 ft 2.95 R *IOZ/EI/S 0 Field C Edges (gableboard)) ¤Corner Cl Edges (eaves) Alpha+ 3602533 Developer: Page 10 of 11 Date MS Version 2.0.21.0 SLUBTSAS Bugullout mounting systems cut rails 3x BR 10/48 CS; 20ft zugeschnitten auf 2x 6 ft 9.11 in, 1 x 3 ft 5.36 in 1 x BR 10/48 CS; 20ft zugeschnitten auf 5x 3 ft 5.36 in 1 x BR 10/48 CS; 20ft zugeschnitten auf 1x 16ft 1.98 in, 2x 1 ft 5.98 in 1 x BR 10/48 CS; 20ft zugeschnitten auf 2x 9 ft 7.94 in 1 x BR 10/48 CS; 20ft zugeschnitten auf 2x 4 ft 3.94 in BOM Item No.Description Weight Quantity add. Items 706-0061 Cross rail connector 48x31 0.000 lbs 34 720-0854 Set 12: Quickmount Comp Shingle PV Mount 12"3 0.000 lbs 3 702-0184 Module end damp CS FH 40mm 0.112 lbs 28 700-0080 Module damp CS FH 28-40mm 0.090 lbs 6 720-1200 Set: 5 spare Clickstones 0.000 lbs 1 800-1083 BR 10/48 CS; 20ft 13.623 lbs 9 706-0057 Splice, external, f. BR 10/48 CS 0.000 lbs 2 Total 126.298 lbs Sum 0 34 0 3 0 28 0 6 0 1 0 9 0 2 Developer:Page 11 of 11 Date 5/13/2014 MS Version 2.0.21.0 . Alpha+ 3602533 mounting systems Project information Project data Project description 3602533 Contact Name 3602533 Address 909 S Toland St, Santa Ana, CA Phone Email Developer:Page 1 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems Building data Site data Country USA IBC Terrain height Building specifications Roof type Gable roof Roof specifications Roofing Composition Shingle Rafter width 1.5 i n Roof pitch 12 °Rafter height 5.5 in f1821\R 1 4 Developer:Page 2 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems Loads Snow load Importance Factor Il: 1.00 Ground snow load Pg =0.000 lb/ftz Shape factor Q = 0.892 Snow load - flat Pf -O.000 lb/fe Snow load - sloped Ps =O.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 28.916 -45.925 Dead load Module area AM 17.60 W Modul weight GM=40.80 lbs Dead load gM =2.363 lb/ftz Developer:Page 3 of 9 Date 5/13/2014 MS Version 2.0.21.0 . Alpha+ 3602533 mounting systems Load combinations (ASD) LFK1:Ed=D+F LFK2:Ed=D+H+F+L+T LFK3:Ed = D + H + F + (Lor S or R) LFK4:Ed=D+H+F+0.75 * (L + T) + 0.75 * (1-rorS orR) LFK5:Ed =D+H+ F+ (Wor 0.7 * E) LFK6:Ed = D + H + F+ 0.75 * (\Nor 0.7 * E) + 0.75 * L+ 0.75 * (4 or S or R) LFK7:Ed=O.6*D+W+H LFK8:Ed=O.6*D+0.7*E+H max action [lb/ft2] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 12.990 0.491 -14.640 0.491 max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 10.720 0.406 -12.090 0.406 Developer:Page 4 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems Module field layout Module manufacturer Module type Module power Number of modules Module orientation 17 It 4.00 in Yingli Trina Canadian solar YL250 P-29B 250.00 Watt 3 Portrait 27 A 2.40 in Module length 65.0 in Module width 39.0 in Frame height 1.6 in Modul weight 40.80 lbs Overall power output 0.8 kWp 9 ft 10.SO in 3 R 3.10 In 3 ft 3.04 ir 8 ft 7.96 In - 5 a 5.00 k 8 R 7.96 ir Oft D X Oft 27 ft 01 in 40 ft 4.011 in Developer:Page 5 of 9 Date 5/13/2014 MS Version 2.0.21.0 r Alpha+ 3602533 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 Moment of inertia ly Resistance moment Wz Resistance moment Wy Cross section area yield stress modulus of elasticity 0.14 inA4 0.24 inA4 0.20 inA3 0.23 inu 0.21 inA.2 31.6 ksi 10153.0 ksi Load Rail Stress Deflection under load (% 8=L/150) Length Load capacity Roof area (%yield)Rail Cantilever Cantilever Attachment Field 26.9 %94.0 %19.7 %12.8 in 35.6 % The system was successfully verified. Notes • Only the statics of the solar substructure 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+ 3602533 mounting systems Construction 11 xcl -X- - - -X- - - -X Developer:Page 7 of 9 Date 5/13/2014 MS Version 2.0.21.0 ' ' ' 2.71 R 141¥1(111111111111.11111111 Alpha+ 3602533 0 t 3 0 C :JadolaAao systi 8& V 0J 0Q 2.95 ft 34.43 ft 2.95 ft 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 1 1 1 1-1 1 1111111111111111111111111111111 illllllllllllllllllllllllllllll ·XX XX' 1111111111111111111111111111111 1111111111111111111111111111111 lllllllllllllllllllllllllllllll Illllllllllllllllllllllllllllll Illllllllllllllllllllllllllllll Illllllllllllllllllllllllllllll3.02 ft 3.02 a 71 1 11 -1-1 - lilli --1-1 1 1 1 1 1 1 -1.- 1 1 1 1 1 1 1 1 1 1 Ir 2.95 ft 34.43 ft 2.95 R VIOZ/EI/5 ¤ Field ¤Edges (gableboard)) ¤Corner Cl Edges (eaves) Alpha+ 3602533 Page 8 of 9MS Version 2.0.21.0 mounting systems cut rails 2x BR 10/48 CS; 20ft zugeschnitten auf 1x 10 ft 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 1 0 1 702-0184 Module end damp CS FH 40mm 0.112 lbs 4 0 4 700-0080 Module damp CS FH 28-40mm 0.090 lbs 4 0 4 720-1200 Set: 5 spare Clickstones 0.000 lbs 1 0 1 800-1083 BR 10/48 CS: 20ft 13.623 lbs 2 0 2 Total 28.056 lbs Developer:Page 9 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 Customer AR Customer Address 3602533 909 S Toland St Santa Ana, CA Utility Company Name Utility Account Number Electrical Meter Number Estimated Annual CONSUMPTION Estimated Annual PRODUCTION SCE 3-003-1800-57 222013-457017 10905 7157.7 Offset: 65.6% 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 Manufacturer and Model Number Inverter Continuous AC Rating (AC Watts) Inverter Peak Efficiency (%) 20 5000 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/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 20 5000 0.215 215 7157.7 $ 1,000.00 $ 24,000.00 $ 25,000.00 $ 25,000.00 Building Permit Valuation per watt $ O.20 Electrical Permit Valuation per watt $ 4.80 Constraint:Shading Customer Estimated Monthly Usage:(Total annual usage: 10905 kWh) January February March April 744 700 713 720 May June July August 868 990 1271 1178 September October November December 1050 837 780 1054 Vivint Solar - PV Solar Rooftop System Permit Submittal 1. Proiect Information Project Name:TERESA MITSUEDA Project Address:909 S Toland St, Santa Ana CA A. System Description: The array consists of a 5 kW DC roof-mounted Photovoltaic power system operating in parallel with the utility grid. There are (20) 250- watt modules and (20) 215-watt micro-inverters, mounted on the back of each PV module. The array includes (2) 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 (ASCE 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 mounting systems, following information applies: a. Mounting System Manufacturer:Mounting Systems Inc. b. Product Name:Alpha+ c. Total Weight o f PV Modules and mounting hardware: -842.2 lbs d. Total number of attachment points: 62 e. Weight per attachment point:13.58 lbs/square foot f. Maximum spacing between attachment points: *See attached MSI engineering calcs g. Total surface area of PV array:350.56 square feet h. Array pounds per square foot:2.4 lbs/square foot i. Distributed weight o f PV array on roof sections: -Roof section 1:(7) modules, (20) attachments 14.73 pounds per square foot -Roof section 2:(13) modules, (42) attachments 13.03 pounds per square foot vivint solar 3. Electrical Components: A. Module (UL 1703 Listed) Yingli Energy YL250P-29b Qty 20 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 20 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 o f PV circuits 2 PV cgcuit 1 -13 modules/inverters (15) amp breaker PV circuit 2 -7 modules/inverters (15) amp breaker vivint solar D. Electrical Calculations 1. PV Circuit current PV circuit nominal current Continuous current adjustment factor PV circuit continuous current rating 11.7 amps 125% 14.625 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 14.625 amps 15 amp breaker Use 15 amp AC rated fuse or breaker 3. Conductor conditions of use adjustment (conductor ampacity derate) a. Temperature adder Average high temperature 40.9 °C (105.62 °F) Conduit is installed 1" above the roo f 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°F)58% Adjusted PV circuit continuous current 25.2 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 6 conductors 80% 31.5 amps 2013 CEC Table 310.15(13)(2)(a) Total derated ampacity for PV circuit 31.5 amps Conductors (tag2 on 1-line) must be rated for a minimum of 31.5 amps THWN-2 (90 °C) #10AWG conductor is rated for 40 amps (Use #10AWG or larger)2013 CEC Table 310.16 4. Voltage drop (keep below 3% 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 ofinterconnection) 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: = I x RxD (+ 240 x 100 to convert to percent) = (Nominal current of largest circuit) x (Resistance of #10AWG copper) x (Total wire run) = (Circuit 1 nominal current is 11.7 amps) x (0,00126£2) x (1702 + (240 volts) x (100)1.04% Total system voltage drop:1.43% vivint solar . mounting systems Project information Project data Project description 3602533 Contact Name 3602533 Address 909 S Toland St, Santa Ana, CA Phone Email Developer:Page 1 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha' 3602533 mounting systerns Building data Site data Country USA IBC Terrain height Building specifications Roof type Gable roof Roof specifications Roofing Composition Shingle Rafter width Roof pitch 12 °Rafter height 1.5 in 5.5 in 19 rt 8 tP U#92 Developer:Page 2 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha' 3602533 mounting systerns Loads Snow load Importance Factor Il: 1.00 Ground snow load Pg =0.000 lb/fe Shape factor Cs = 0.892 Snow load - flat Pf =0.000 lb/fti Snow load - sloped Ps.O.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 28.916 -45.925 Edges (gableboard))28.916 -79.943 Edges (eaves)28.916 -79.943 Corner 28.916 -118.214 Dead load Module area AM =17.60 W Modul weight GM 40.80 lbs Dead load gM i 2.363 lb/fe Developer:Page 3 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha' 3602533 mounting systenns Load combinations (ASD) LFK1:Ed=D+F LFK2:Ed=D+H+F+L+T LFK3:Ed=D+H+F+(LrorS orR) LFK4:Ed = D + H + F + 0.75 * (L + T) + 0.75 * (4 or S or R) LFK5:Ed = D+ H+F+ (W or O.7 * E) LFK6:Ed=D+H+F+0.75*(Wor 0.7 *E)+ 0.75 *L+0.75 * (Lr or SorR) 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 12.990 0.491 -14.640 0.491 Edges 12.990 0.491 -27.200 0.491 (gableboard)) Edges (eaves)12.990 0.491 -27.200 0.491 Corner 12.990 0.491 -41.330 0.491 max action [lb/ft] (Top layer) Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 10.720 0.406 -12.090 0.406 Edges 10.720 0.406 ·-22.450 0.406 (gableboard)) Edges (eaves)10.720 0.406 -22.450 0.406 Corner 10.720 0.406 -34.110 0.406 Developer:Page 4 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems max action [lb/ft] (Lower Layer) usability validation [lb/ft] Roof area Pressure Pressure Suction ·Suction Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel orthogonal parallel orthogonal parallel Field Edges (gableboard)) Edges (eaves) Corner 9.754 0.487 -12.950 0.487 9.754 0.487 -12.950 0.487 9.754 0.487 -19.170 0.487 9.754 0.487 -19.170 0.487 9.754 0.487 -19.170 0.487 9.754 0.487 -19.170 0.487 9.754 0.487 -31.610 0.487 9.754 0.487 -31.610 0.487 Developer:Page 5 of 11 Date 5/13/2014 MS Version 2.0.21.0 . Alpha' 3602533 mounting systerns Module field layout Module manufacturer Module type Module power Number of modules Module orientation V A 12 ft 7.00 in Yingli Trina Canadian solar YL250 P-29B 250.00 Watt 2 Landscape 13 ft 9.88 in Module length 65.0 in Module width 39.0 in Frame height 1.6 in Modul weight 40.80 lbs Overall power output 0.5 kWp 10 ft 10.75 in 1 11 3.37 in 6 ft 10.74 ir 2 ft 4.08 in ---- --------------------- --- ----------- i 1 3 ft 3.00 in 2 ft 5.26 in Oft IX 0 & 13 6 9.88 in 26 ft 0.00 in Developer:Page 6 of 11 Date 5/13/2014 MS Version 2.0.21.0 . Alpha+ 3602533 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 inu Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.20 inAB Resistance moment Wy 0.23 inA3 Cross section area 0.21 inA2 yield stress 31.6 ksi modulus of elasticity 10153.0 ksi Cross rail Description GS 10/48 Moment of inertia Iz 0.14 ir,4 Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.20 in3 Resistance moment Wy 0.23 inAB Cross section area 0.21 inA2 yield stress 31.6 ksi modulus of elasticity 10153.0 ksi Load Developer:Page 7 of 11 Date 5/13/2014 MS Version 2.0.21.0 . Alpha+ 3602533 mounting systems Cross rail Stress Deflection under load (% 8-L/150) Length Load capacity Roof area (%yield)Rail Cantilever Cantilever Attachment Field 20.7 %57.8 %0.0 in 34.2 % Edges (gableboard))30.2 %85.4 %0.0 in 63.5 % Edges (eaves)30.2 %85.4 %0.0 in 63.5 % Comer 27.7 %59.4 %0.0 in 72.4 % The system was successfully verified. Notes • Only the 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 8 of 11 Date 5/13/2014 ' MS Version 2.0.21.0 Alpha+ 3602533 =N€3327 mounting systerns Construction 11 2 11 3- XC £ CO V- Developer:Page 9 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 1 1 mounting systems r,QI- C===== 2.95 ft 9.56 ft U ZOE U 5 20.09 ft U 60'02 2.95 ft U 56'Z 9.56 ft U ZOE E71 Edges (eaves) I Corner ple!:1 lEn Developer:Page 10 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha' 3602533 mounting systems cut rails 1 x BR 10/48 CS; 20ft zugeschnitten auf 4x 3 ft 5.36 in 1 x BR 10/48 CS; 20ft zugeschnitten auf 2x 9 ft 7.94 in BOM Item No.Description Weight Quantity add. Items Sum 706-0061 Cross rail connector 48x31 0.000 lbs 8 0 8 720-0854 Set 12: Quickmount Comp Shingle PV Mount 12"3 0.000 lbs 1 0 1 702-0184 Module end damp CS FH 40mm 0.112 lbs 8 0 8 720-1200 Set: 5 spare Clickstones 0.000 lbs 1 0 1 800-1083 BR 10/48 CS: 20ft 13.623 lbs 2 0 2 Total 28.146 lbs Developer:Page 11 of 11 Date 5/13/2014 MS Version 2.0.21.0 . Alpha+ 3602533 mounting systerns Project information Project data Project description 3602533 Contact Name 3602533 Address 909 S Toland St, Santa Ana, CA Phone Email Developer:Page 1 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha' 3602533 mounting systerns Building data Site data Country USAIBC Terrain height Building specifications Rooftype Gable roof Roof specifications Roofing Composition Shingle Rafter width Roof pitch 12 °Rafter height tri 1.5 in 5.5 in m WI 19 4 8,22 ill Developer:Page 2 of 9 Date 5/13/2014 MS Version 2.0.21.0 . Alpha+ 360253 mounting systems Loads Snow load Importance Factor Il: 1.00 Ground snow load Pg =0.000 lb/W Shape factor Cs = 0.892 Snow load - flat Pf.0.000 lb/fe 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 lb/ftz Roof areas Field Edges (gableboard)) Distributed Wind Loading per Base Rail Pressure [lb/ft]Suction [lb/ft] 28.916 -45.925 28.916 -79.943 Dead load Module area AM =17.60 fe Modul weight GM 40.80 lbs Dead load gM =2.363 lb/fe Developer:Page 3 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems Load combinations (ASD) LFK1:Ed=D+F LFK2:Ed=D+H+F+L+T LFK3:Ed =D+H+ F+ (L, orS or R) LFK4:Ed=D+H + F+0.75*(1-+ T)+0.75 * (4 or S or R) LFK5:Ed =D+H+F+ (W or O.7 * E) LFK6:Ed = D + H + F+ 0.75 * (\Nor 0.7 * E) + 0.75 * L+ 0.75 * (14 or Sor R) LFK7:Ed=O.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 12.990 0.491 -14.640 0.491 Edges 12.990 0.491 -27.200 0.491 (gableboard)) max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 10.720 0.406 -12.090 0.406 Edges 10.720 0.406 -22.450 0.406 (gableboard)) Developer:Page 4 of 9 Date 5/13/2014 MS Version 2.0.21.0 ¥ '4 Alpha+ 3602533 mounting systems Module field layout Module manufacturer Module type Module power Numberof modules Module orientation Yingli Trina Canadian solar YL250 P-29B 250.00 Watt 5 Portrait Module length 65.0 in Module width 39.0 in Frame height 1.6 in Modul weight 40.80 lbs Overall power output 1.3 kWp v 7 ft 11.53 in 1 16 ft 5.99 in 1 ft 6.48 in a 12 ft 7.00 in - -- --- - - -TE 1-1-I-I--I--U--I-le-I_-I-- --1 ft 7.28 in 1 5 ft 5.00 in 5 ft 6.72 in ------- --- -------- --- 5 ft 6.72 in Oft - - - --- -1-- .----- - -- .X 0 ff 7 ft 10.35 in 26 fr. 0.00 in Developer:Page 5 of 9 Date 5/13/2014 MS Version 2.0.21.0 . Alpha+ 3602533 ts€5<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 in A4 Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.20 inA3 Resistance moment Wy 0.23 inA3 Cross section area 0.21 inA: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 26.9 %94.0 %1.2 %5.6 in 35.6 % Edges (gableboard))25.2 %71.2 %0.0 in 53.0 % The system was successfully verified. Notes • Only the 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 f'. Alpha+ 3602533 1 1 mounting systems Construction 11 *0 -X ->< -27 ->< ->< I 2.71 ft 11 It-·4- **11 Developer:Page 7 Of 9 Date 5/13/2014 MS Version 2.0.21.0 t b . Alpha+ 3602533 mounting systems -*- 0 0 ->S -*- iII.2.95 ft Developer:Page 8 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 1. 1 INDEX OF DRAWINGS SHEET PV 1.0 - SITE PLAN SHEET PV 2.0 - ROOF PLAN SHEET PV 3.0 - MOUNT DETAILS - 3' SAFETY OFFSET FOR ROOF ACCESS APPRCVED PLA-}ING DIVISION MASTER I.D.21(2- - #WA- 1 story Structure G.P. *U-- PLANNE TRANSFIGilED BY_ C) PLANNING INSPECT ON REQUIRED: ROUGH < F: NAL JUNCTION BOX ATTACHED TO- ARRAY USING ZEP ZS-GAB TO KEEP JUNCTION BOX OFF ROOF, Zone U DATE DATE .. ' PERMIT TYPE:CE]-od MECI PERMI-r# \0 1 Fg OCC. GROUP- CONSTR.TYPK-921 CODE EDITION_ca FLOOD ZONF - FLOOD ZONE GERTIE REQ'[ 5.RRIER @ ROOF AL DEV. FEE STRICT i ELECTPLBG 1 GERNERAL NOTES: -1 GRA .WORK SHALL CONFORM TO 2013 CBC, DRC, 2013 CPC, 2013 CMC, 2013 CEC,51-DALIFORNIA ENERGY CODE, 2013 CA N CODE AND CITY ORDINANCES CTION NOTES: - E FIRST REQUIRED INSPECTION SHALL IR THE MODULE RACK SupeR¥'8*SES----- ILE RACK SUPPORT BASESISHALL ENICH|T EMTURL STRI FALLED PER MANUFACTURE SFALLATION INSTRUCTIONS,| ACCEPT™i 15¢ CONS )DERS SHALL BE PROVIDE[p AND U) _a)D RED TO THE STRUCTURE FOR (1) E < z CTION PURPOSES.1 SEPARATE OS.!04!Sf-· ARE R,NTRACTOR TO BE PRESENT EltliwicAL, 'td!&*81 & MEC) YEE :INAL INSPECTIONS ILINVERTERS, MOTOR GENER¥BFMt of planS 111§@80 ations mu YE:OVOLTAIC MODULES, PHOT*velf¢*IMmeS and ts]16 18*#ful to m- -S, AC PHOTOVOLTAIC MODUL.ES,rations on S:40 with®t written : YE j SOURCE-CIRCUITS COMBIN¢RSt+tiFSanta Ant f 5- GE CONTROLLERS INTENDED'#bR USE YE HOTOVOLTAIC POWER SYSTEM.S*Hautance 31 this plan and specIFIED AND LISTED FOR THE AP*]LAWUN03 nela w Der,115Tiorte-an approvalYE AARGE OF POLLUTAN45494&*PS 61 AN '/ CSi dir ance or S -. --MI DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTSSOIL PARTICULATE, CONSTRUCTIONA.,t,d By -"-- DING 1. U 20 3 ( 203( G EE IN PE 1. HI BE 0 In M L I Sl 2. [ SE U E 3 NO A 0 F L1 3 NO PH T S NO S 40 IN T ES 40 P 6 QTAQ T MATERIAL OR WASTEWATER GENERATED ONCONSTRUCTION SITE OR BY CONS-(RUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR NAME (714) - PV SYSTEM SIZE:-TILITY METER LOCATION DISCHARGED INTO THE STREET, GUTTER OR11111:11111'1111,11111 1 .. '-1-Aliaf -CO ,1/11. \STORM DRAIN SYSTEM. RETAIN PreNE' f-CR FUTUkc p<.:--.2..'Ura 5.0 kW DC SUBJECT ITE,ir·: CHECKEC :•.NO CONDITIONS BELOW: -+1 O Ihm ,;02, 7-: C u, 7 :··· · 1 ELECTRICAL PANEL LOCATION,O N94·0:TE'Riet: ·.TR' :-.::C· 42./MODiFICATIONS ···· · ,PV INTERCONNECTION POINT, LOCKABLE DISCONNECT SWITCH,O ALTER.A, 8 i _ .„:7.1., EXI n,•0 ...........--.1...=---m-1 .COMBINER PANEL _ . .=· I. ar.. O SC(OENiNG F EQU'aED ARCH:TICTS:AL STRI;,5TURALO S€'IT LAND SCAPE PLANS U)A ACCEPTED FOR CONSOCPONnNDITIQ=: s,C /7,66 04 1 \C/) SEPARATE PERMITS ARF.EQU!RED FOR acker.g- RELECTRiqAL, PLUMBING p'MECHANICAL PLANS 1 3 9 1 e,/-11 This set of pes and specif¢zlions must be kept on the job ...AN""44,//0 - g ), 1C at all times ar?kit is unlrwful to make any changes or 74··.3/8/15:*::4/.i:&z 'A A2I alterations on sal?tz witwout written permission from the 04#te of Ca//for'4,(0 E.<[ ! City of Santa Ana. >< 561 : S|The acceptance oFillis plA!Id specifications SHALL NOT E ,-t*iNiZZ' 'u'EI be held to per*f nor be an appcoval of the violation of any -1.-CO provisions %ANY City Ordinance 2{#tate Law.0 9731.9iaff f »43%C)>:eeZ-EZ>V SHEET __....RE c *4111¥"E D NAWEIII""I.-- a)A-f i / / L /1 NONE Y//////np i LILELELLU fu Accef.d By late J ; W Zi 4 Date Issued |- l ' / \ · MAY 22 20141 ViCity of Santa Ana SH/ 1 STORY STRUCTURE 85' OF 1" EMT CONDUIT 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. (20) Yingli Energy YL250P-29b MODULES WITH- (20) Enphase M215-60-2LL-S2x-ZC MICRO-INVERTERS. (ONE ON THE BACK OF EACH MODULE) PV SYSTEM SITE PLAN SCALE: 1/8" = 1'-0" MBER:-,IA % 1 - 11 1 1141 I KEy r RISE/RUN =- ) PV MODULE, TYP. MOUNT TO RAFTERS OF COMP. SHINGLE ROOF, PARALLEL WITH PLANE OF ROOF 311/ t? 0 : 0 3ih MOUNTING - 0 * RALC k DETAIL .C 1,a) 3% TION:!2 -r-5 v U) 09!J L-FOOT WITH CONNECTION -a) 8 5 ED FOSCEE Z HANW1- : D 'AL PL ' - FLASHING WITH (0 04 0 2 :t be F WATERPROOF SEALANT 1 1 J 0 E sion fror permisv 888 gpton tn le ara) O, c< y changi · IL _1}0 J MID CLAMP DETAIL rD ficatio NOT TO SCALE 5/16"0x 4 1/2" MINIMUM is SHALL 1 the STAINLESS STEEL LAG SCREW Aolation C :ate 1.2TORQUE = 1312 Ws. 1 W. ICTU 'RUC QUIR r 1 IFI = ate- D -rl \ Jr .NA- __I O PV ARRAY TYP. ELEVATION r-© C LEVELING FOOT ON COMP MOUNT NOT TO SCALE 00 a r--1 END CLAMP DETAIL NOT TO SCALE NOT TO SCALE PERMITTED LEVELING ,L-FOOT WITH CONNECTION FOOT SPACING - e/,10 & O.%.1: 0 - --Cody E. Or -<07:- -82 071 cont< pp"lilli 1,1 1, -/0 END CLAMP ..04- 1 ANc,H,0/4.16 50*40 6 48 4 16.437 CANTII FVFR = 1 /3 L = PERMITTED SPACING OR LESS |VERIFY WITH QUICK CONFIGURATOR OUTPUT 3 < END CLAMP PV4.0/ 51 1 , > r \ff 1-4 1\ 1 END CLAMP C„_-FEW,4INGBELOWSHOWNDASHED FOR CLARITY PHOTOVOLTAIC MODULE PHOTOVOLTAIC MODULE 1 -/ ,1 ( _1 1_ 1 Fl 11 Fl r 05 Z SHEET NAME: .1 4 \- 1 -111114 1R X L.FOOT WITH - MID CLAMP CONNECTION L-FOOT WITH CONNECTION \ MID CLAMP ROOF FRAMING PERMITTED LEVELING FOOT SPACING SHEET NUMBER: PV SYSTEM MOUNT DETAIL -MODULES IN PORTRAIT/LANDSCAPE t· = 1'-0"SCALE: 3/4" NOT TO SCALE r, 907 9 --39 4 tol 214-3 3- t· fE f MODULE DETAIL Yingli Energy YL250P-29b SOLAR MODULE Enphase M215-60-2LL-S2x-ZC MICRO-INVERTER AT - EACH MODULE, ATTACHED WITH ZEP HARDWARE #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. Inverter Ratings (Guide Section 4) Inverter Make/Model Enphase M215-60-2LL Max DC Volt Rating Max Power @ 40°C Nominal AC Voltage Max AC Current Max OCPD Rating Max Number of Panels/Circuit NOTES FOR INVERTER CIRCUITS (Guide Section 1.) IF UTILITY REQUIRES A VISIBLE-BREAK SWIT( 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 2_ INVERTER OCPD(s). ONE FOI PV CIRCUIT. DOES TOTAL SUPPLY BREAKERS C( 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 22.500000 Amps Nominal AC Volt.240 Volts THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) -Six-zc 45 Volts 215 Watts 240 Volts 0.9 Amps 20 Amps 17 8 and 9): DH, DOES THIS IS METER ONDUCTORS ACCORDING ' Section 9) R EACH OMPLY If Main Disconnect is rated less than the Busbar rating: "Caution-Solar Connection. Do Not increase size of main disconnect" O Conduit and Conductor Schedile Tag Description Wire Gauge #of Conductors Conduit Type Conduit Size 1 Enphase engage cable - THWN-2 12 AWG 4 N/A - 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 6 EMT 0'-1" 2 THWN-2 - Ground 8 AWG 1 EMT 0'-1" 3 THWN-2 8 AWG 3 PVC 0'-1" 3 THWN-2 - Ground 8 AWG 1 PVC 0'-1" 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(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 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. 'Al""Whh3>t;fe- of €74/27//,A e .0 -......0.0.0-0 :97 ,®; .10 & (3.-'•®®.EL PV CIRCUIT 1: 13 MODULES/PARALLEL .N. - -y- t....Rf:Er 'ry- E - 7-6 POINT OF DELIVERY 8 0©.8 9737€/ cky..4,AND INTERCONNECTION cy (2 0 n*8 00 @ T PV CIRCUIT 2: 7 MODULES/PARALLEL 40/PO le424 i i-\ 30// COMBINER PANEL 125AJ240V VISIBLE/LOCKABLE 'OPEN BLADE' A/C DISCONNECT 915A EXISTING 240V/200A LOAD-CENTER \Ely 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 )JUNCTION BOX 1 WITH IRREVERSIBLE GROUND SPLICE 2 /3\ El.0 " \19 Siemens # LNF222R 60A/240V ( FUSED NEMA3 SOLAR BREAKER SHALL BE PLACED AT THE EXTREME OPPOSITE SIDE OF THE UTILITY SUPPLY El.0/ . . 1-31-1 ' I l l I I mull l l Ill li 'l/lf[Illl11+Lllll/t, '41111114Ii. ICTO .RUC Roof Section 2 RoofAbnuth: 90 RoofTitt 12 MANk it be k 'ke ar permit ficatil )1 the :ate LF .NA -V CIRCUIT #1: 13 MODULES .filli -TIE INTO METER# 222013-457017 -COMP. SHINGLE 1 %4..10 &ililli 0% 1.1 : S1 % ' 9737¢/cfy:' e ... ......feo' contra,.#/,"11111'i"' 1 11,11% 23'-1 MAXIMUM OUTPUT SHALL BE RATED FOR ARRAY ORIENTED TO THE EAST Roof Section 1 Roof Azimuth: 180 Roof Tilt: 12 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 CIRCUIT #2. 7 MODULES PV SYSTEM ROOF PLAN SCALE: 1/4" = 1'-0" mounting systems cut rails 2x BR 10/48 CS; 20ft zugeschnitten auf 1x 16 ft 8.35 in BOM Item No.Description Weight Quantity add. Items Sum 720-0854 Set 12: Quickmount Comp Shingle PV Mount 12")0.000 lbs 1 0 1 702-0184 Module end damp CS FH 40mm 0.112 lbs 4 0 4 700-0080 Module clamp CS FH 28-40mm 0.090 lbs 8 0 8 720-1200 Set: 5 spare Clickstones 0.000 lbs 1 0 1 800-1083 BR 10M8 CS: 20ft 13.623 lbs 2 0 2 Total 28.416 lbs Developer:Page 9 of 9 Date 5/13/2014 MS Version 2.0.21.0 :*7/ Alpha+ 3602533 mounting systems Project information Project data Project description 3602533 Contact Name 3602533 Address 909 S Toland St, Santa Ana, CA Phone Email Developer:Page 1 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 1 1 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 12 °Rafter height 5.5 in 19 4 4974 f / // / Developer:Page 2 of 11 Date 5/13/2014 MS Version 2.0.21.0 V. Alpha+ 3602533 mounting systerns Loads Snow load Importance Factor,Il: 1.00 Ground snow load Pg =O.000 lb/fti Shape factor Q = 0.892 Snow load - flat Pf =0.000 lb/fti Snow load - sloped Ps=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/fti Roof areas Distributed Wind Loading per Base Rail Pressure [lb/ft]Suction [lb/ft] Field 28.916 -45.925 Edges (gableboard))28.916 -79.943 Dead load Module area AM 17.60 fe Modul weight GM-40.80 lbs Dead load gM I 2.363 lb/fe Developer:Page 3 of 11 Date 5/13/2014 MS Version 2.0.21.0 V Alpha+ 3602533 mounting systems Load combinations (ASD) LFK1:Ed=D+F LFK2:Ed=D+H+F+L+T LFK3:Ed=D+H+F+(lorSorR) LFK4:Ed =D+H+F+ 0.75 *(L+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 * (Lr or SorR) LFK7:Ed= 0.6 * D+W+H LFK8:Ed=O.6*D+0.7*E+H max action [lb/ft2] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 12.990 0.491 -14.640 0.491 Edges 12.990 0.491 -27.200 0.491 (gableboard)) max action [lb/ft] (Top layer) Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 10.720 0.406 -12.090 0.406 Edges 10.720 0.406 -22.450 0.406 (gableboard)) Developer:Page 4 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems max action [lb/ft] (Lower Layer) usability validation [lb/ft] Roof area Pressure Pressure Suction Suction Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel orthogonal parallel orthogonal parallel Field 13.210 0.659 -17.540 0.659 13.210 0.659 -17.540 0.659 Edges 13.210 0.659 -25.960 0.659 13.210 0.659 -25.960 0.659 (gableboard)) Developer:Page 5 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems Module field layout Module manufacturer Module type Module power Number of modules Module orientation Yingli Trina Canadian solar YL250 P-29B 250.00 Watt 10 Landscape Module length 65.0 in Module width 39.0 in Frame height 1.6 in Modul weight 40.80 lbs Overall power output 2.5 kWp 18 ft 6.85 in 5 ft 5.00 in 16 ft 4.15 in 17 114.00 in - - *- - -- -- - - ---= - -- 0 ft 10.40 if 3 .. 13 ft 1.42 in -- - --- - -- - - -- - -- - - - -- - ---- - - - - - ----- -· 9 tt 9.59 In- 1 ·· · - - - 13 ft 2.60;r 3 a 1.93 in - 0 ft .X On 1.1 ft 9. 00.9ril 7.77 in 1 R ft KRS in 40 8 4.Oft in Developer:Page 6 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha' 3602533 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 inq Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.20 in,9 Resistance moment Wy 0.23 in,9 Cross section area 0.21 inA2 yield stress 31.6 ksi modulus of elasticity 10153.0 ksi Cross rail Description GS 10/48 Moment of inertia Iz 0.14 inA4 Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.20 inu Resistance moment Wy 0.23 ine Cross section area 0.21 inA2 yield stress 31.6 ksi modulus of elasticity 10153.0 ksi Load Developer:Page 7 of 11 Date 5/13/2014 MS Version 2.0.21.0 . Alpha+ 3602533 mounting systems Rail Stress Deflection under load (% 8=L/150) Length Load capacity Roof area (%yield)Rail Cantilever Cantilever Attachment Field 11.3 %27.1 %72.8 %14.5 in Edges (gableboard)) ,16.7 %40.0 %0.0 in Cross rail Stress Deflection under load (% 4=L/150) Length Load capacity Roof area (%yield)Rail Cantilever Cantilever Attachment Field 28.0 %78.2 %0.0 in 46.3 % Edges (gableboard))23.0 %48.8 %0.0 in 64.6 % The system was successfully verified. Notes • Onlythe statics of the solarsubstructure are analyzed. The railsare 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 8 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha' 3602533 mounting systems Construction 11 11 11 11 11 11 11 <C 00 U O U.1 14 0 X 0 0 L-1 L- 8 ---L- 9 8 - X- g U 8 2- 2-1 -7----g ---4-4----- 1 2 JU-* U V 1 V Developer:Page 9 of' 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 0 :Jadol@Aaa U) J OQ 2.95 ft 34.43 ft 2.95 ft 1 -1-1 1 1 1 l i l i -1 11 1 X - 1 1, 1 1 1 1 1 1 1 1 1 1 1 1 1 1111111111111111111111111111111 1 1 1 1 1 1 1 1 1 1 1 1.1 1- .1 lil li ll l I ll l I ll Illllllllll¥il¥lll¥llllllllllll 14.31 ft I I I I I I I I I I | 1 1 | A | - ..' - 1, 4 -1 1 4 1 -1 ' 1 I r 1 I |14,31 n 1111111111111111111111111 X X X C K1111111111111.11.111-1111111 111 lllllllllllllllllllllllll 111 1111111111111111411111111.,1 lllllllllllllll1lllllllllllllll3.02 ft 1 3.02 ft lilill'Illl'll'll Ill'll'll'll -u-11 2.95 ft 34.43 ft 2.95 ft VIOZ/EI/5 C] Field ¤Edges (gableboard)) ¤Corner IE] Edges (eaves) Alpha' 3602533 Page 10 of 11MS Version 2.0.21.0 mounting systems cut rails 3x BR 10/48 CS; 20ft zugeschnitten auf 2x 6 ft 9.11 in, 1 x 3 ft 5.36 in 1 x BR 10/48 CS; 20ft zugeschnitten auf 5x 3 ft 5.36 in 1x BR 10/48 CS; 20ft zugeschnitten auf 1x 16 ft 1.98 in, 2x 1 ft 5.98 in 1 x BR 10/48 CS; 20ft zugeschnitten auf 2x 9 ft 7.94 in 1 x BR 10/48 CS; 20ft zugeschnitten auf 2x 4 ft 3.94 in BOM Item No.Description Weight Quantity add. Items 706-0061 Cross rail connector 48x31 0.000 lbs 34 720-0854 Set 12: Quickmount Comp Shingle PV Mount 12"4 0.000 lbs 3 702-0184 Module end damp CS FH 40mm 0.112 lbs 28 700-0080 Module clamp CS FH 28-40mm 0.090 lbs 6 720-1200 Set: 5 spare Clickstones 0.000 lbs 1 800-1083 BR 10/48 CS; 20ft 13.623 lbs 9 706-0057 Splice, external, f. BR 10/48 CS 0.000 lbs 2 Total 126.298 lbs Sum 0 34 0 3 0 28 0 6 0 1 0 9 0 2 Developer:Page 11 of 11 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems Project information Project data Project description 3602533 Contact Name 3602533 Address 909 S Toland St, Santa Ana, CA Phone Email Developer:Page 1 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 1 1 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 i n Roof pitch 12 °Rafter height 5.5 in 1'3 4 70 Developer:Page 2 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 mounting systems Loads Snow load Importance Factor Il: 1.00 Ground snow load Pg =O.000 lb/fti Shape factor Cs = 0.892 Snow load - flat Pf =0.000 lb/fe Snow load - sloped Ps I 0.000 Ib/ft2 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 28.916 -45.925 Dead load Module area AM =17.60 M 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+ 3602533 mounting systems Load combinations (ASD) LFK1:Ed=D+F LFK2:Ed=D+H+F+L+T LFK3:Ed = D + H + F+ (I, or S or R) LFK4:Ed=D+H + F+0.75*(L+ T)+0.75 * (4 or S or R) LFK5:Edi=D+H+F+(Wor 0.7 *E) LFK6:Ed =D+H+F+ 0.75 *(Wor 0.7 *E)+ 0.75 *L+ 0.75 * (Lror SorR) LFK7:Ed= 0.6 *D+W+H LFK8:Ed=0.6*D+0.7*E+H max action [lb/ft2] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 12.990 0.491 -14.640 0.491 max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 10.720 0.406 -12.090 0.406 Developer:Page 4 of 9 Date 5/13/2014 MS Version 2.0.21.0 C Alpha' 3602533 mounting systems Module field layout Module manufacturer Module type Module power Number of modules Module orientation . 17 ft 4.00 in Yingli Trina Canadian solar YL250 P-29B 250.00 Watt 3 Portrait 27 R 2.10 in Module length 65.0 in Module width 39.0 in Frame height 1.6 in Modul weight 40.80 lbs Overall power output 0.8 kWp 9 ft 10.50 In 3 ft 3.toll 3 ft 3.(Mir· 8 ft 7.96 In - 5 11 5.00 Ir 8 ft 7.96 ir Oft rx n 19-77 Ft 1*.77 in 40 ft 4.An in Developer:Page 5 of 9 Date 5/13/2014 MS Version 2.0.21.0 Alpha+ 3602533 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 inu Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.20 inA3 Resistance moment Wy 0.23 ing 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 26.9 %94.0 %19.7 %12.8 in 35.6 % The system was successfully verified. Notes • Only the 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+ 3602533 mounting systems Construction 11 <C X 0 ----- ---X- -*------ Developer:Page 7 of 9 Date 5/13/2014 MS Version 2.0.21.0 G .. Alpha+ 3602533 1 1 2.95 ft 34.43 ft 2.95 ft lllllllllllll[llllllllll[]lllll ] 111111111111111111111111111111 1111111111111111111111111111111 X X XX'lllllllllllllllllllll'Illlllllll 14.31 ft | | | | | | | | | | | | | | I I I I I * * * | 14,31 ft 1llllllllllllllllllllllllllllll Illllllllllllllllllllllllllllll 1111111111111111111111111111111 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 1 1 1 1 1 1 1111111111111111111111111111b 1d3.02 ft 3.02 ft 11-L-.1- l i l l i l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 F 2.95 ft 34.43 ft 2.95 ft *IOZ/EI/5 0 Field 0 Edges (gableboard))C Corner £Edges (eaves) Alpha+ 3602533 Developer: Page 8 of 9 Date MS Version 2.0.21.0 suualsfs Su!™nOLU mounting systenns cut rails 2x BR 10/48 CS; 20ft zugeschnitten auf 1x 10 ft 0.86 in BOM Item No.Description Weight Quantity add. Items Sum 720-0854 Set 12: Quickmount Comp Shingle PV Mount 120)0.000 lbs 1 0 1 702-0184 Module end damp CS FH 40mm 0.112 lbs 4 0 4 700-0080 Module clamp CS FH 28-40mm 0.090 lbs 4 0 4 720-1200 Set: 5 spare Clickstones 0.000 lbs 1 0 1 800-1083 BR 10/48 CS: 20ft 13.623 lbs 2 0 2 Total 28.056 lbs Developer:Page 9 of 9 Date 5/13/2014 MS Version 2.0.21.0 .%4 Alpha+ 3602533 6 ZEEiric 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. Sincerely, j 541 Paul Zacher, SE - President 1,1 1 1 No. S38784*5 C Bp. 3-31-15 tifi,LAucTUR#· 4> 8137 Sunset Avenue, Suite 120 • Fair Oaks, CA 95628 • 916.961.3960 • 916.961.3965 f • WWW.Plft.COM Wind Exposure Speed 0 psf 10 psf 100 10.0 ,8.5 105 10.0 8.5 110 10.0 8.5.- 120 10.0 8.5 Category 130 9.5 8.5 8 140 9.0 -8.5 150 8.0 8.0 160 7.5 7.5 170 7.0 7.0 180 7.0 7.0 Wind Exposure Speed 0 psf 10 psf ' 100 10.0 8.5 105 10.0 8.5 110 9.5 8.5 120 9.0 8.5 Category = 130 -8.0 8.0 f c 140 7.5 7.5 150 7.0 7.0 ; 160 6.5 6.5 170 6.0 6.0 180 - -6.0- -6.0 Wind Exposure Speed 0 psf 10 psf 100 10.0 8.5 105 9.5 8.5 110 9.0 8.5 120 '8.5 8.0 Category 130 7.5 7.5 D 140 7.0 7.0 150 6.5 L 6.5 160 6.0 6.0 170 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 70 psf 80 psf 90 psf , 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 -7.0 -6.0 5.5 5.0 4.5 4.0 4.0 -3.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 7.0 6.0 ' -5.5 5.0 45 4.0 4.0 3.5 7.0 6.0 5.5 5.0 4,5 4.0 4.0 3.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 Ground Snow Load 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 '3.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 6.5 5.5 50 5.0 4.5 4.0 4.0 3.5 6.0 5.5 5.0 ,5.0 4.5 4.0 4.0 3.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 Ground Snow Load 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 7.0 6,0 5.5 5.0 4.5 4.0 4.0 3.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 6.0 5.5 5.0 4.5 4.5 4.0 4.0 3.5 5.5 5.5 5.0 4.5 4.5 4.0 4.0 3.5 5.5 5.5 5.0 4.5 4.5 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 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 Wind Exposure Speed 100 105 110 120 Category 130 8 140 150 160 170 180 Wind Exposure Speed 100 105 110 I -- 120 Category 130 C 140 150 160 170 180 Wind Exposure Speed 100 105 110 120 Category f 130 D 140 150 160 170 180 ji 13/52 Rail Zone 2 Span Chart Ground Snow Load 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 9.5 8.5 -7.0 1 6.0 5.5 5.0 9.0 8.5 7.0 6.0 5.5 5.0 8.5 8.0 7.0 .6.0 5.5 5.0 7.5 7.5 7.0 6.0 5.5 5.0 7,0 7.0 6.5 --6.0 5.5.-·5.0 6.5 6.5 6.5 5.5 5.0 5.0 6.0 6.0 6.0 5.5 5.0 4.5 5.5 5.5 .5.5 '5.5 .5.0 .4.5 5.0 5.0 5.0 5.0 5.0 4.5 5.0 ,5.0 5.0 5.0 5.0 4.5 Ground Snow Load 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 8.0 8.0 7.0 6.0 5.5 5.0 7.5 7.5 1 7.0 --6.0 5.5 5.0 7.5 7.5 6.5 6.0 - 5.5 5.0 6.5 6.5 6.5 6.0 5.5 5.0 6.0 6.0 6.0 5.5 5.0 4.5 5.5 5.5 5.5 5.5 5.0 4.5 5.0 5.0 5.0 5.0 5.0 4.5 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Ground Snow Load 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 7.5 7.5 6.5 6.0 5.5 5.0 7.0 7.0 6.5 6.0 5.5 5.0 6.5 6.5 6.5 6.0 5.5 5.0 6.0 6.0 6.0 5.5 5.0 4.5 5.5 5.5 5.5 5.5 5.0 4.5 5.0 50 5.0 5.0 5.0 4.5 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 4.0 4.0 4.0 '4.0 4.0 .4.0 4.0 4.0 4.0 4.0 60 psf 70 psf 80 psf 90 psf 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 & 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.5 4.0 4.0 35 t I 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 t 4.5 -4.0 4.0 3.5 , 4.5 4.0 4.0 3.5 4.5 10 4.0 3.5 60 psf 70 psf 80 psf 90 psf 4.5 4.0 4.0 3.5 1 4.5 4.0 4.0 3.5 , 2 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 : 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 1 4.5 4.0 4.0 3.5 , 4.5 4.0 4.0 3.5 60 psf 70 psf 80 psf 90 psf 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.0 4.0 4.0 3.5 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 ASCE/-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 3 Span Chart Wind ·Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 100 7.5 7.5 6.5 6.0 5.5 1 5.0 105 7.0 7.0 6.5 6.0 5.5 5.0 110 6.5 6.5 6.5 .6.0 5.5 5.0 120 6.0 6.0 6.0 5.5 5.0 4.5 Category 130 5.5 5.5 -5.5 5.5 5.0 4.5 B ' 140 5.0 5.0 1 5.0 5.0 5.0 4.5 150 " ' 5.0 5.0 ''5.0 5.0 - '' 5.0 4.5 160 4.5 4.5 4.5 4.5 4.5 4.5 170 4.0 4.0 4.0 4.0 4.0 4.0 180 4.0 4.0 4.0 4.0 4.0 4.0 Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 100 6.5 6.5 6.5 5.5 5.0 5.0 105 6.0 ' -6.0 60 _5.5 5.0 ' -4.5 110 5.5 5.5 5,5 5.5 5.0 5 4.5 120 -5.0 5.0 5.0 5.0 5.0 4.5 Category 130 5.0 5.0 1 5.0 " 5.0 5.0 . 4.5 C 140 4.5 4.5 4.5 4.5 4.5 .4.5 I 150 4.0 4.0 4.0 4.0 4.0 4.0 160 4.0 4.0 4.0 4.0 4.0 4.0 170 3.5 3.5 3.5 3.5 ,3.5 3.5 1 180 3.5 3.5 3.5 3.5 3.5 3.5 Wind Ground Snow Load Exposure Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 100 6.0 6.0 6.0 ' Z 5.5 5.0 , 4.5 105 5.5 5.5 5.5 5.5 5.0 4.5 110 5.0 5.0 5.0 5.0 5.0 4.5 120 5.0 5.0 5.0 5.0 5.0 4.5 Category .130 4.5 4.5 4.5 4.5 4.5 4.5 D 140 4.0 4.0 4.0 4.0 4.0 4.0 150 4.0 4.0 4.0 4.0 4.0 4.0 160 ' 3.5 3.5 3.5 3.5 3.5 3.5 170 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 60 psf 70 psf 80 psf 90 psf 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.5 '4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.5 -4.0 4.0-3.5 4.5 -4.0 4.0 3.5 4.5 4.0 i 4.0 3.5 4.5 .4.0 .4.0 r. 3.5 4.0 4.0 4.0 3.5 4.0 4.0 4.0 3.5 60 psf 70 psf 80 psf 90 psf 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.5 -4.0 4.0 3.5 4.5 I 4.0 4.0 - 3.5 4.5 i 4.0 4.0 '3.5 4.5 4.0 4.0 3.5 4.0 4.0 4.0 3.5 4.0 4.0 4.0 3.5 3.S 3.5 3.5 3.5 3.5 3.5 3.5 3.5 60 psf 70 psf 80 psf 90 psf 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.5 4.0 4.0 3.5 4.0 4.0 4.0 3.5 4.0 4.0 4.0 3.5 3.5 -3.5- --3.5 ™ -3.5 3.5 3.5 3.5 3.5 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 -3/52 Rail Allowable Uplift 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 Rail3.5 13/52 Rail4.0 13/52 RaN 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 (fy,0 Aluminum 6063-T66 En-AW-AIMgSiO.7 EN AW-6063 T66 0.0975 Ibm/ire (2.70 gm/cm3) 13xl 0-6/°F (2.35xl 0-5/°C) 10,100 ksi (69,637 MN/m 9 39.2 ksi (270.3 MN/m2) 30.0 ksi (206.8 MN/m2 25 ksi (172.4 MN/m9 Alpha+ Splice Section Properties (English) Rail Type 10/48 13/52 Moment Moment Section Section Area (A)Weight of Inertia of Inertia Modulus Modulus CIO (4) (SI)(Sy) 0.557 in2 0.67 Ibm 0.242 in# 0.152 in# 0.231 ird 0.200 ina 0.594 in2 0.80 Ibmm 0.297 in4 0.162 in4 0.259 in)0.215 in3 Radius Radius of of Gyration Gyration (rx) (rv) 0.606 in 0.480 in 0.657 in 0.488 in Alpha+ Splice Section Properties (Metric) Rail Type 10/48 13/52 Moment Moment Section Section Area (A)Weight of Inertia of Inertia Modulus Modulus CM (ly) cs.)(Sy) 4.236 crn2 1,144 g/m 10.07 cm* 6.33 crn4 3.79 cm3 3.28 crrd 4.432 cm2 1,197 9/m 12.37 cm'I 6.76 cm4 4.25 cm)3.52 cm3 Radius Radius of of Gyration Gyration (rx) (rv) 1.54 cm 1.22 cm 1.67 cm 1.24 cm 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 3. Mounting Systems, Inc. shall not be liable for nor assume any responsibility for the adequacy of any underlying structure on which Alpha' components 1.22 in or the Alpha+ system is installed. (30.9 mm)--0 -i--13152 [2 0/481.45 in -- 07.5 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- systems.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 Cal-) 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/in3 (2.70 gm/cm3) 13xl 0-6/°F (2.35xl 0-5/°C) 10,100 ksi (69,600 MN/m2) 39.2 ksi (2,703 kN/cm2) 38.0 ksi (2,620 kN/cm2) 35.0 ksi (2,413 kN/cm2) 4L_.1, Alpha+ Rail Section Properties (English) Moment Moment Section Rail Area (A)Weight of Inertia of Inertia ModulusType(Sx)(IX) (4) 10/48 0.557 in2 0.67 Ibmm 0.246 in4 0.154 ir,4 0.241 in3 13/52 0.594 in2 0.70 Ibm/ft 0.311 ind 0.169 in't 0.291 in3 Section Modulus (Sy) 0.210 in3 0.229 in3 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 01 Inertia of Inertia Modulus Type UO 02 (ST, 10/48 3.595 cm2 972 g/m 10.22 crn4 6.42 cm# 3.95 crr,3 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 cms Radius Radius of of Gyration Gyration (rx) (rv) 1.679 cm 1.345 cm 1.839 cm 1.35 cm Stainless Steel Connectors Clickstone FLAJ--1 00 2.05 in (52 mm) 1.89 in (48 mm) 1.47 in _...-|10/48 (37.3 mm)113/52 13/52 Splice Property Designation Chemical composition Density ( p) Coefficient of thermal expansion (a·r) Modulus of elasticity (E) Shear modulus (G) Ultimate tensile strength (40 Tensile yield strength Value 18-8 / 304 (A2-70) X5CrNil 810 0.285 Ibm/ins (7.9 g/cm') 9.6xl 0.6/¥ (1.6*10.5/°C) 28,000 ksi (193,053 MN/m2) 12,500 ksi (86,184 MN/m2) 73,.2 ksi (504,696 MN/m9 31.2 ksi (215,116 MN/m2) -1] M8 T-bolt A M6 Allen socket head boltSerrated nutAlpha+ Rail Section -- --- 1 Alpha+ Engineering and Technical Datamounting systems Clickstone 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 (fuk) Tensile yield strength (4.0 Aluminum 6063-T66 En-AW-AIMgSiO.7 EN AW-6063 T66 0.0975 Ibm/ire (2.70 gm/cma) T li 13x104/OF (2.35xl 0-5/OC) 10,100 ksi (69,637 MN/mn fi 39.2 ksi (270.3 MN/m9 30.0 ksi (206.8 MN/m2 H 25 ksi (172.4 MN/m2) Clickstone Section Properties (English) Moment Moment Section Section Area (A)Weight of Inertia of Inertia Modulus Modulus Cly) (so (Sy) 0.357 in2 0.42 Ibm/ft 0.058 in4 0.019 in*0.079 in'0.057 in3 Radi of Radius US 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 (IX) CIO x (Sy) 2.305 cm2 622 g/m 2.395 cr¥,4 0.791 cm* 1.294 cm3 0.931 cma Radius Radius of of Gyration Gyration (rx) (rv) 1.019 cm 0.586 cm Clickstone Pullout Load Data Maximum Average ASD Safety Allowable Ultimate Load Ultimate Load Factor (fl)Load LRFD Resistance Factor ((D) Design Load 1,443 Ibt 1,42414 2.0 712 Ibi F ' 10 n li 0.75 1,068 lb, (4.75 kN) Pullout force ,Clickstone Rail Cllckstone Pullout test Alpha' Clamp 2 Alpha+ Engineering and Technical Data mounting systerns Typical Rail Span Capabilityl Alpha* Rail Spans (ft) L-footi niounti,•41 Design Winc -Speed (mph)-i¥*U,in•.Ill - I 80 90 100 110 4 120 130 140 150 Snow Load Rall Size.Roll Size Roil Size Roll Size Roll Size Roll size Roll Size Aoll Size (PS')10/48 113/52 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 13/52 066 4 6 4 6 444444 4 4 2 4 10 4646464444444424 20 4 4 4 4 4 4 4 4 44444424 30 4444 4 4 4444444424 (40 4 4 4 4 4444 4 4 4 4 2 4 2 4 SO 4 4 4 4 4 4 4 4 4424 2 4 2 4 1. Ral! spans assurne 24- ratter spacing and 0,0 shown U 4,0 lanhort accept · e ratte,; Pararnete s. Gatto,001 s 15·nigh. slope 525-. 850·AMSL. Occumancy Category 11 (9npoitanco factor . 1.0). Tervaln category B. Partlatly exposed. center zono Installa#on. -NS.Not Sullable- 2. Calculations assume stand-atona 1-fool or L-foot mounted to Quick Mount PV aMSC mounurlaihing or equivalent. Alpha+ Rail Spans (ft)1 "Universal" Barrel/Curved/Flat Tile Rool Hooks'litounti,44 Titellt·. ;Design Wind Speed (mph) 80 - 90 -100 -1;10. r 120 130 - 140 -1 150 Snow Load Roll Sizo Roll Slzo Rot! Size.Rail Slzo Roll Size ROH Slm Rcll Size Roll Stzo i (PH 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 13/52 066 4 6 4 6 4 4 4 4 4 4 2 2 2 2 10 4646464444442222 20 4444 4 4 4 4 4 4 4 4 2 2 2 2 30 4444 4 4 4 4 4422 2 2 2 2 40 444444 4 4 2 2 222222 50 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1. Rail spans assurne 24-filter spaing and are shown to Ine farthest acceptat:e ralter, Parameters: Gable root 6 15· h _h, slope 525; 850·0 VtSL, Occupancy Category 11 Omponance factor .1.0). Teri:Un caligory 8. Partially exposed, center zatte Inn.tallation. -NS-Not Suitable- 2. Tile roof hooks secured with two 5/16· x 396- lau screws. Alpha Rail Spans (ft)1 FlaUPIaln Tile Roof Hooks' Design Wind Speed Imph) - _W./D.,•. 80 - 80; -100 -110 120 130 -I 140 150 Snow Load Rail Size Rail Size Rail Size Rall Size Rail Size Rall Size Rail Size Rail Size (Pso 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 444422 2222 NS NS NS NS NS NS 10 4 4 4 4 2 2 2 2 2 2 NS NS NS NS NS NS 20,4444 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 1. Roil spans assume 24- ionor spacing and are shown li 1110 lartheol occop:r I lo ratter; Poramolers: Goblo roof 5 15· hi.h. 81000 525•, 850·AMSL, Occupancy Cotegor¥ 11 fmpoitance factor= 1.01. Te,rain category B, Paltially ciposed. center zone installation. "NS=Not Suitable- 2. Tile foof hooks socufcd %,*In two 5/16- x 3•,9 Ing screws. Alpha Rail Spans (11)1 Slate Roof Hooks'Ii,ountilig ,·At,·11 'I Design WIn, Speed (mph) 80 go -100 -110 -120 130 140. -160 Snow Load Roll SIze Aotl Size Roll SIze Rail Size Roll Size Roll Size Rolt SIze Rall SIze (Ps,)10/48 13/52 10/48 13/52 10/48 13/52 10/48 13/S2 10/48 13/52 10/48 13/52 10/48 13/52 10/48 13/52 0 664622222222 2222 10 4644 222222222222 20 4 4 4 4 222222 2 2 2 2 2 2 30 - 2 2 2 2 2 2 2222 2 2 2222 40 2 2 2 2 2 2 2 2 2 2 2 2 2 2 NS NS 50 2222 2 2 2 2 2 2 2 2 NS NS NS NS 1. Rail spans assurne 24- raller spacing and are shown to the larthcal acciptable,altcr: Poiomclcrs: Gablo rool s 15· Iti_h. 5!ope $25·. 850*AMSL Occuoancy Calcoor'v It (imponince inctor . 1.01. Torrnin catiftory B. Pallially o,Ponod, centor zono inftallalion. -NS.Not Sul!,lblo- 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 XECN><87 years mounting systenns 810*Rd] *i@ *@Fi09 @119 ®*Rd] [RM(k ., 2,3 + 9 ; 6.- -'-0.'ll...'. 'ligEZImm--1-04-2472 --.2212 _ cd«Uit-*--QZZ-A.-'*. - --lilli --=Sm=942 : Li,04'*46)**3Wgik- L 0 0 0 0 0 ¥40,5 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 expIessly 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 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. Ouickstone 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 every 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 range 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 are supplied pre-assembled with all necessary rail attach- ment hardware i=«4 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 Pt Frrzl 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 Noducts 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 oni 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 Ioof 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 four 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. LighteI rails cost less peI foot but may need to be attached more often. With four rail weights from which to choose, Alpha gives system designeIS 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 meten. 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-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 Iails for precise, aestheti- cally pleasing installations.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 order quantities apply. Please con- suit Mounting Systems for more information. Mounting Systems also makes Alpha rails available for bulk purchasing, makingit an even better value. Please consult Mounting Systems for quantity and pricing information. All Alpha rail is available in black anodizing foI aestheti- cally sensitive applications. Black anodized module clamps and other Alpha sntem 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 coveI 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. f Base Mil 7/49 g Base Tail 13/58,19/63 and 25/65 0 1 Because of mateIial handling concerns for rails or increasing length, Mounting Systems recommends a maximum fail length of 26 feet (8 m) for most applications. ------ Alpha 2 ye.,5 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 Iail 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 Iail 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 pre-assembled with Quickstones, 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. Quickstone, the clever nut · Speeds and simplifies system assembly and module installation · Allows extensive component pre-assembly for faster, more reliable installation · Only a single tool required for complete system assembly and module installation 1 4 0 2 0- The Alpha system components are designed to use Quick- stories 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 Quickstone channel is identical in each rail type, roof attachments and module clamps are the same for evey rail type. Separate Quickstones and bolts are available fo attaching other items such as micIoinverters directly to the Alpha rails making the installation of those and other items quick a nd easy. 1 0 1 a Element to be attached (e.g. module clamp) b Allen bolt c Ouickstone d Base rail 24 3 Rail splices The Alpha rail splice is, in fact, a short section of the coI- 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 of rail - 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 spike.Z The Alpha splice is preassembled with Quickstones and bolts making splice installation fast and simple. 1 % 4 0 1, \ 4 4 a Base rail b Spike Telescoping end pieces The Alpha telescope is another unique design feature of the Alpha system. The telescoping rail allows the base Iail 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 either end of the base rail. I . . ..4 ./-1 -1 .,s/491 .N .X <C=- i # . 2 %/ 3 - 1 a Base rail b Telescoping end-piece c Loose short rail section on the telescoping end-piece d Roof connection e 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 scrap 2 Note: Due to its unconventional form, 7/49 rail uses a dedicated 5plice shape. The 7/49 5plice provides the same strength as an uninterrupted 7/49 rail. Alpha 4 Bonding and gmunding 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 grounding electrode(s). Burndy WEE8 clips, designed expIessly for the Alpha's pie- assembled inter-module clamps clip quickly and firmly onto the Quickstone bolt for fast, easy integration into the aIray. Bamberg, Germany, 40 kWp, 2009 m n WEEB clip L 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 appIopIiate locations. - -a Alpha - wheire 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, 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 Quickstone technology allows extensive pIe-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 ASPha 1 1 6 yoar. mounting systems Alpha technical data X-/h 2 92*192 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, unnamed In rows or columns Landscape, poitrait Splice technology Size of module anay Any size 2 Position of the module amy No special requirements i> ,la1, Possible height allowance Up to 38 mm · 1.5 in V---1- Distance between roof Up tolm· 6.6 Jtl attachments € 21' Standards International Building Code IBC 2009 California Building Code CBC 2010 ASCE/58 7-10 Aluminum Design Manual 2010 ANSI/AISC 360-05 Aa 318-08 1 Telescoping end-piece Supporting profiles .Extruded Aluminum (EN AW 6063 T66) Hooks, small parts 5taintess steel (V2A) COIOI Natural (silver) Warranty 10 years 3 a Base rail b Telescoping end-piece c Module end clamp d Roof hook e Splice 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 tothermal expar,5ion ofthe material, we recommend a slightgapin the arrayevery 12 m (39.4 n.) 3 Please see the Mounting Systems, Inc. warranty document for details. b 2401'gr 1 7 GreenFasten™GF 1 PRODUCTGUIDE Exploded Product View/B.O.M. - 1 Installation Instructions - 2 Cut Sheets - 3 Specifications - 4 .....4.'ll..4.../. & I"li""""""""""I#229£41;869.jilimaifiEJE,Sia.#P.FlifT'll.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIA **44·91¥.742'*22-949*fi-k-.Vililillillills£<%61;/trfit#as<#all#'A:466/Lit..Lb'sif23/idisi;:Tic/6551-fiE:46#Pe#%ES,*5*139.Ay:%32 244?44'?14%:*pA»·4·144-2 9443<41fg:tff.43*9449*2 /284...29*%*:994**t -i- 894· 0. 2*404.<9.*Ef#)1gly€R :*932:it;%249-3312*91<94* iF*6247144*-1%93¢33%2<23-<Rty*4 .1602 4-244*.f,N., ....4 ..?4 397 <u,EcoFasten Solar® thek www.ecofastensolar.com ,t / } t 4 871% @4%©P@ ®P@®(@®FO@jag 1 f j 1 6 Exploded Product View, Bill of Materials - Materials Needed for Assembly 45*j>..85141"/Fali*f35/fir.943151*1*9. _=GLA *412(23Fe.,4**.9!0*-71*. 2120'1:,Fr:Wao* 4944*i,1 - *Ri#*MU.2*Mati -.<917*i::91= '1424 42':2·2,-,kt C U.1-2 -2 t.6··-t<riye.S .dv.S:krn.*- ¢72<432.1 €) Item No. Description of Material/Part 1 GF-1 Flashing 2 Comp Slide 4"Bracketwith hardware 3 5/16" EPDM Bonded 304-18.8 SS Washer 4 Lag Bolt 5/16" Required Tools Quantity 1 1 1 1 C=6 0 1 t tr LY-- D r 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 D 1 Installation Instructions with Compression Bracket •0396(219-453•F#04 L 1 2 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 under the 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. 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 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 5 6 impact wrench to install the fasteners be careful not to over torque thebegins to push out the sides as the washer compresses. If using an \ 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 undershingles until leading edge engages nails. Measure remaining distance to adjust upslope. A Nails beneath shingle 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. Placement of"V" notchA 2314¢U tr 3. Reinstall flashing with notched area upslope.4. Position notched leading edge underneath nail heads as shown. 5 877-859-3947 Committed to the Support of Renewable Energy ©Ecofasten Solar'All content protected under copyright. All rights reserved, 04/8/14 1/ , 1 4 Cut Sheets: GF1- L 812 r.. - 8"4X R =---- 1/32 1 , -· 5/64\ 8 , 5. ©A I i - ... DETAIL A SCALE: 2:1 , ' 877-859-3947 Committed to the Support of Renewable Energy © Ecofasten Solaf All content protected under copyright. All rights reserved. 04/8/14 3.2 Y l j 1 \ t GreenFasterC Gfl - Product Guide Cut Sheets: Comp Slide Bracket a?3 0 @54 .# .33in [ 8.26mm] .52in - [ 13.08mm] lk SLOT FOR 5/16" HHCS - 1.06in [26.92mm 1 1.00in 125.40mm ] 4.00in 1 [101.60mm] L 0 0.377 +.006-. 000 THRU V 0 0.875£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 3.3 \\ 7\ g .23in I 5.94mm 1 F¥,04 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: Roof,ng 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. 1.3 SUBMITTAL A. Submit 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 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 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 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 8. 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 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 5upport of Renewable Energy © Ecofasten Solar All content protected under copyright. All rights reserved. 04/8/14 4.1 9 1\2/3/ 1 , i i \ 1 1,1 1 1 1 ./ t 11 3 1 4 j , -Eco-Faitdn--Solar -76= -- 2 YG YL260P-29b L. Uy K, 1 YL255P-29b CELL SERIES YL250P-29b YL245P-29b YL240P-29b YINI ILAR i.41 U.5. Soccer Powered by Yingli Solar 1-.0-=- Our signature product line is a top performer in every application, from rooftop systems to utility-scale power plants. 15111**IU*iTi@liTZ 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 O / +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. 111&61'14&Kou/,TR, A/'.19'D RELIABILITY Robust, corrosion resistant aluminum frame independently tested to withstand wind and snow loads of up to 2400Pa and 5400Pa, respe€tively, 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 certified by TOV Rheinland to the following standards: I509001 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. 1Gyear limited product warranty. ' In compliance with our warranty terms and conditions Ul 1703 and ULC 1703, CEC, FSEC, ISO 9001:2008, ISO 14001:2004, BS OHSAS 18001:2007, SA8000 c us LISTED (P){0»,OLTAICK,ODUL{, 4400 A 'il If you buy from Yingli Ame,icas, Yingli Alnericas acts as the importer end complies with ali applicable wrilfs Cuitomers can buy horn Yingli Americas with no worry thai they will be Dable for any Import ta,iffs YINGLISOLAR.COM/US Yingli Americas %4 j YGE 60 CELL SERIES Powered by YINGLI ELECTRICAL PERFORMANCE Electi,U p:,Ililete,b /1 St,•ndard Te.t ConditiOn<. ISTC)GENERAL CHARACTERISTICS Module typo YL260P-29b YL255P-29b YUSOP-29b YL245P·29b YL240P-29b Dlmen:lons (L /W/H)64.960 (165(»vn) /38.98in (99[*,Im) / 137in (40mndPower output P... W 260 255 250 245 240 Weightt 40.86 (10.Skg)Power oltput toler,nces SP- %-0/+3 Module efficiency + %15.9 1i6 15.3 15.0 14.7 Voltege at P..V. V 30.3 30.0 29.8 29.6 29.3 PACKAGING SPECIFICATIONS Current It P-6pp A 8.59 8.49 8.39 8-28 8.18 Number of modude, per palle 26 Open·circult voltage V. V 37.7 37.7 37.6 37.5 37.5 Nurlbor Of po[Nots p.40' cont,Ine,40 Short·circuit iu,roni 6 A 9.09 9.01 8.92 8.83 8.75 PckogIng box dimensions 6732h (171(hm)/ 45.67En (1160mm) (1/W/H)/46.38in (1178mm) STC: 100(]W/m' ina diance, 25'C cell remperatufc, AM 1 5 g spectrum accord:g to EN 60904.3 Average relative efliclency ieduction of 3 396,1 2[JOW/m' accorcilng to EN 60904-1 Box w,Ight 1133Ibs (514kg) Units: inch (mm)Elect,ica; p,rimete,f, At Nominal Operming Cell Ternper,iture (NOCT) Pow•r output P, W 189.7 188.0 182.4 170.7 17S.1 . . - "38.90 (999 Voltageat P..V™p. V 27.6 27.4 21.2 27.0 28.0 Currurrt at P-L. A 6.87 6.79 6.71 6.62 LS. Elaw Open-circuit voltage Vol V 34.6 34.8 34.7 34.6 34.6 Short-circuit current A 725 7.28 7.21 7.14 7.07 37 24 {946) 1:I - 1 2720; NOCT: opon<ircult operating cell temperature at 800W/rn' irradignce, 20C ambient tcmperatufe, Imh wind speed THERMAL CHARACTERISTICS Nominal operating colltempiiature NOCT •C 46 +/- 2 A-•Ingholme e 1 P.-90/36 (0)Temperature coinclent of P..7 96/,c .0.42 Tamper,tum coefficlant of V.8- 1,"C -O.32 Temp•rature ca,HIctint of 6 m. 96/C 0.05 Tomp•ratur, coefficient of V.0 04- 96*C -0.42 Mowit•,3 holes 5· 0 236•03.15 16.54 OPERATING CONDITIONS A447 hoto; 6 1 -6.0.00315 (M *:Max. aystm voltge 600Vx or 1OOOAx .1 Mix- series fuse rating 15A Limiting reverse airrant 15A .'---- -----/. ,/ 044121 Operating temperature range .40 ¢0 1857(-40 to 85•C) , Mal. hail:tone Impad (diameter / velocity)25mm / 23,Ws . 3.94 (100) 8 1 CONSTRUCTION MATERIALS ,SECTION M ; Front cover (matertal /ihickness) Call (quantity / matinal / dimensions / number of busbars) Encipsulent (mate,181) Frame (material / eoloi / edge mailing) Junction box (Ingron protection rating) Cable (length / am·section.1.rea) Connector (type / ing-, protection rating) - low-iron tampered glan / 32/rn 60 / multic,ys*Iline Bilicon / 156mm x 156mm /2 or 3 ethylene vinyl acetate (EVA) anondized aluminum alloy /silver or black / silicone or tape ZIP65 1100.m/4/m. MC4 or Amphenol H4/ 1 IP67 EI'- .-1.- , .. ' I , N 1,74 92} / / Warning: Read the Installation and User Manual in its entirety before handling, installing, and operating Yingli modules. Our Partners The 5pecifications in thi5 datasheet ate 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 YINGUINSOLAR YINGLISOLAR.COM/US NYSE:YGE O Yingli Green Energy Holding Co. Ltd. | YGE60CelISeries2013_EN_201309 V01 U.S. Soccer Powered by Yingli solar - 0 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, 2011 and 2014 NEC. It also 1 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 aCG/WOheriphase.cdm/Groundina. Identifying Microinverters with Integrated Ground Installers and inspectors can easily identify Enphase Microinverters with Integrated Ground. No grounding terminal Flat lid Installing Microinverters Product label with Integrated Ground __,--- on bottom - - 7 edge 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. 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 Microinveners 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 201, 10 -