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Permit Fee �Z• Date Definitive Plan Approved by Planning Board Historic - OKH dS _ Preservation / Hyannis •-" Project Street Address ."4 1 l y� � /6s� tilons��s .Ca.�,e,, ynnou�Ccb .7 �� Village T3�Xn/✓rTARL� Owner ,*Q,wCv (5; eaggv7La't64 Address/lofliVAA wLa ;,. OouaymrWWW O.?6-.r Telephone Gir•�i9-�3'6s� Permit Request/.dui opt, sozag _LE .2W,)A P4aMzs oAJ RcaF 01:bnejST'1.rl a .UousE. TP 9C `��•a�,uE�T�n �.T�i.�,�oy��L�Craie�at'.s,�S���C 8.9.3s'.�w����t�tls Square feet: 1 st floor: existing '- proposed — 2nd floor: existing proposed — Total new -- Zoning District RF-Z Flood Plain Groundwater Overlay Project Valuation Construction Type ,41Zir - salcr� ��J Lot Size Afe Grandfathered: ❑Y07—'❑-He If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) --� Age of Existing Structure J !ss Historic House: ❑Yes �41\lo On Old King's Highway: XYes ❑ No see&f4cAed Deets-,PA I�� Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) _' Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new -- Number of Bedrooms: existing _new Total Room Count (not including baths): existing new — First Floor Room Count Heat Type and Fuel: ❑ GaawAl On ❑ Electric ❑ Other { Central Air: ❑YesA a-No Fireplaces: Existing77- V tlew Existing wood/coal stove: -tMA '3 No Detached garage: ❑ exrsti46 anew size_Pool: ❑ existino/.d new size _ Barn: 0 e istifig' ,Inew.g;ize_ Attached garage: ❑ existirtCi Znew size _Shed: ❑ �RiNM '6 new size _ Other.z_7�— Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ' , Commercial ❑Yes �grNo If yes, site plan review # Current Use sIN & AQ7-A;1H Proposed Use No CoywAl 01 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �o� Telephone Number ,�dl• �i6-Z��Q Address/dd &Powr4l r License # C S /07�63 W-,!YD.�G �-J.4 ©�?3✓1'� Home Improvement Contractor# Email Y c v.." Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO g-c%•+.,v.s�er a,zned _ F SIGNATURE ��� �V'� DATE _,0-✓` FOR-.OFFICIAL USE ONLY APPLICATION# D•ATE-ISSUED MAP'/PARCEL NO. r s ADDRESS ` VILLAGE OWNER',. r : , DATE OF INSPECTION: FOUNDATION FRAME INSULATION - FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH - FINAL t GAS: ROUGH FINAL .y ' FINAL BUILDING p DATE'CLOSED OUT T ' ASSOCIATION PLAN NO. o`�!a Version#37.0 s��1i Qt FA�� 3055 Clearview Way,San Mateo, CA 94402 APd[] Eb1i C. (g (888)-SOL-CITY (765-2489) 1 www.solarcity_com i cnl WHITE July 15,2014 STI{ldcsTI 181+�L Cn No_47310 -O Project/Job# 026336 RE: CERTIFICATION LETTER oAt Project: CANNATELLA Residence 164 Marstons Ln Barnstable, MA 02675 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res. Code,8th Edition,ASCE 7-05,and 2005 NDS -Risk Category =II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf -MPI: Roof DL= 8 psf, Roof LL/SL= 23.1 psf(Non-PV Areas), Roof LL/SL= 13.5 psf(PV Areas) -MP2: Roof DL=8.5 psf,Roof LL/SL= 23.1 psf(Non-PV Areas),Roof LL/SL= 23.1 psf(PV Areas) Note: Per IBC 1613:1; Seismic check is not required because Ss= 0.1874 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the structural roof framing has been reviewed for loading from the PV assembly on the roof.The structural review only applies to the section(s)of the roof that directly supports the PV system and its supporting elements.After this review it was determined that the existing structure is adequate to carry the PV system loading. .I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the MA Res. Code,8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Andrew White, P.E. Digitally signed by Andrew Structural Engineer White Main: 888.765.2489 Date:2014.07.15 09:10:56-04'00' email: awhite@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com _ RL R'x.Y•taT'\.^A C:FA.E B��'4a.Cbf�'�at,c'µt^1X 32.�9 ff^.!!tC nioi.utd,tu'rnS*s ioia3:4,Ht-^.i lsina.t.V-H'C+ut.:'2,MGMH:C+'tN!NB.n.i l3Vt tCblfAi,Op, Lii GCtt .1;U-i98.pA 07134's.IX TC3lR 2Tt:�x...NfAGL't SG!JW,:'ei4f.�' :.�'6:3$de r',wt,A" Y;hip .,.r.oil. 07.15.2014 SolarCity SleekMountTM PV System Version #37.0 Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: CANNATELLA Residence AHJ: Barnstable Job Number: 026336 Building Code: MA Res. Code, 8th Edition Customer Name: CANNATELLA, FRANCO Based On: IRC 2009/ IBC 2009 Address: 164 Marstons Ln ASCE Code: ASCE 7-05 City/State: Barnstable, MA Risk Category: II Zip Code 02675 Upgrades Req'd? No Latitude/ Longitude: 41.696824 -70.264723 Stamp Req'd? Yes SC Office: South Shore PV Designer: Cliff Williams Calculations: Andrew White P.E. EOR: Andrew White P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.1874 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP A Ar • A • �" O� # n 4mv0 M ~t • d' &i 99A�MassGIS, Common — — --as s EQEAIUSDA Farm Service Agency 1 ` - f 164 Marstons Ln, Barnstable, MA 02675 Latitude: 41.696824, Longitude: -70.264723, Exposure Category: C LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) _ 2.5 psf " Hardware AssemblyWeightpsf) 7.. ' P - 0.5` sf x PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MPi Roofing Type_ --- -- -- `_ Comp Roof • ( ice=yem+„ ' 2:5 psf,. , Re-Roof to 1 Layer of Comp? _ No —_-. -_ _._-�.._... _ ._ Underlayment _ r Roofing Paper ----v--®-4--� 0.5 psf, Plywood Sheathing _ _ Yes _ - _ 1.5 psf .� Board Sheathin _ �_. _.�_ _-.__,,.. �. None Rafter Size and Spacing 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling ,. No Miscellaneous Miscellaneous Items 1.2 psf Total Roof Dead Load 8 Psf(Mpi) 8.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At, - Roof Slope 9/12 ®.� _ -._._. Tributary_Area Reduction Rl :' „1 ____ Secti6n�4:9 Sloped Roof Reduction_ RZ _ 0.775 _ Section 4.9 Reduced Roof Live Load Lr L4= Lo(RI) (Rz) Equation 4-2 Reduced Roof Live Load Lr 15.5 Psf(MPI) 15.5 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py 30.0 psf, ASCE Table 7-1 Snow Load Reductions Allowed? _ ;. ,Yes,= Effective Roof Slope 350 I „ . Horiz. Distance from•Eve•to,Ridge -_ W 17 5 ft g` Snow Importance Factor IS 1.0 Table 1.5-2 . Snow Exposure Factor Ce Partially Exposed 1 0 Table 7`2 Snow Thermal Factor Ct Structures kept just 1 above freezing Table 7-3 Minimum Flat Roof Snow Load(w( Rain on-Snow Surchar9 e) min {: 23 1 psf"' . 7 3 4 - - __ __ ,m Flat Roof Snow Load Pf Pf= 0.7(Ce) (Ct)(I) pg; pf 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces Roof Cs-roof Figure 7-2 1.0 ' Design Roof Snow Load Over Ps-roof roo(Cs- f)Pf ASCE Eq:7.4-1 Surroundin Roof Ps-roof 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces Figure 7-2 0.6 Design Snow Load Over PV Ps-PV= (Cs-Pv)Pf ASCE Eq:7.4-1 Modules Ps-PV 13.5 psf 45% COMPANY PROJECT WoodWorks® SOF/WA@F FOR WOOD MVIGN i July 15, 2014 08:49 MP1.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 8.00 (16.0) * psf PV LOAD Dead Partial Area No 1.50 12.50 3 .00 (16.0) * psf SNOW LOAD Snow Full Area Yes 23.10 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 16'-3 II 0' 1'-2" 12'-11" Unfactored- Dead 117 104 Snow 218 189 Factored: Total 336 293 Bearing: F'theta 540 540 Capacity Joist 3141 2837 Supports 2789 - Anal/Des Joist 0.11 0.10 Support 0.12 - Load comb #2 #4 Length 3.50 3.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 - Fcp sup 1 425, - *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports: 1.-Lumber Stud Wall, S-P-F Stud; 2-Hanger; Roof joist spaced at 16.0"c/c; Total length: 16-3.0"; Pitch: 8/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); F1F__ WoodWorks@) Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 30 Fv' = 155 fv/Fv' = 0.19 Bending(+) fb = 754 Fb' = 1389 fb/Fb' = 0.54 Bending(-) fb = 27 Fb' = 682 fb/Fb' 0.04 Deflection: Interior Live 0.28 = L/599 0.94 = L/180 0.30 Total 0.44 = L/382 1.41 = L/120 0.31 Cantil. Live -0.09 = L/189 0.19 = L/90 0.48 Total -0.14 = L/120 0.28 = L/60 0.50 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00 1.00 0.491 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 237, V design = 214 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 826 lbs-ft Bending(-) : LC #2 = D+S, M = 30 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind. I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. Mounting Plane Information Roofing Material Comp Roof PV System Typed _� Solar ty SleekMountTM Spanning Vents No Standoff Attachment Hardware Com Mount T e C Roof Slope 350 Rafter_Spacin9___�.__._� FramingType Direction Y-Y Rafters Purlin Spacing_ w, X-X Purlins Only__ r. NA ' Tile Reveal Tile Roofs Only NA Tile Attachment_System' � • Tile Roofs Only f iStanding Seam Spacing SM Seam 0 n ly NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind;D gn Me- Partially/Fully_Enclosed Methodw Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category' ,_C- -Section 6.5.63 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Me na Roof'Height - 7 .,77 7 ,.a F:, h. U1P Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt_ 1.00 Section 6.5.7 ..r - ._�____ _ ._ ___.____ __ Wind Directionality Factor Kd 0.85 _ Table 6-4 Importance Factor I -' 1.0 — -'Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC p 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC ) -Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever. =°' ,land apes 2 k-:�r24"T NAa Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib wit. _� `. PV Assembly Dead Load W-PV 3 psf Net Wind_UPlift at Standoff i,,,, R _-`AT-actual y4 ,343,Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci i ow :, DCR .. ._x 68.5%:. X-Direction Y-Direction . Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 19" NA_ Standoff Confi uration Portrait Staggered Max Stanid Tributary Area ' Trib 22 sf" PV Assembly Dead Load W-PV 3 psf Net W niet d Uplift at Standoff_ Tactual — Uplift Capacity of Standoff T-allow 500 Ibs Standoff D and Ca aci DCR 85.70yo` r LOAD ITEMIZATION - MP2 - - PV System Load PV Module Weight(psf) _ 2.5 psf Hardware Asseryb—ly Weight s _ _ 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category.Description MP2 Roofing_,Type -:. :Comp Ro'o �31 Layers >a 2 Re-Roof to 1 Layer of Comp? No Underlayment� Roofing Paper. 0.5,psf Plywood_Sheathing _ _ Yes 1.5 psf Board Sheathing _ __ . . _ _ None Rafter Size and Spacing, 2 x 10 @ 16 in.O.C. 2.9 psf Vaulted Ceiling ��� _ _ N_o Miscellaneous ��-_ Miscellaneous Items _ 1.1 p Total Roof Dead Load 8.5 psf MP2 8.5 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area At < 200 sf µ. Roof Slope _ _ 3/12 _ Tributary_Area_Reduction Rl __ -1 - Section 4.9 Sloped Roof Reduction _ RZ _ 1 _ Section 4.9 Reduced Roof Live Load ~� Lr— Equation 4-2 Reduced Roof Live Load Lr 20 psf MP2 20.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? - Yes ;�T «' r Effective Roof Slope 150 Horiz..Distance from Eve to Ridge W 25 4 ft ..gf I Snow Importance Factor IS 1.0 Table 1.5-2. Snow Exposure Factor C. Partially Exposed - ' , Table 7 2 Snow Thermal Factor C Structures kept just above freezing Table 7-3 Y 1.1 � Minimum Fiat R—oof Snow--Load_(w/ ^r$ . 23:1 psf '" 7. .10F " Rain-oon-on Pf-min 3 4&7 41 _ Flat Roof Snow Load pf pf=0.7(CJ(Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding CS roof All Other Surfaces Figure 7-2 Roof 1.0 Design Roof Snow Load Over PS_r.,of= (Cs_,.o,f)Pf ASCE Eq: 7.4-1 SurroundingRoof PS fOOf 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS-PV Unobstructed Slii0ppery Surfaces Figure 7-2 1.Design Snow Load Over PV PS-PV= (CS_ „)Pf ASCE Eq:7.4-1 Modules PS-°° 23.1 psf 77% COMPANY PROJECT_ WoodWorks® so" ARE FOR WOOD DESIGN July 15, 2014 08:53 MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 8.50 (16.0) * psf PV LOAD Dead Partial Area No 8.00 16.86 3 .00 (16.0) * psf SNOW LOAD Snow Full Area Yes 23.10 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : IT-6H, 0' 1' 16'-7" Unfactored: Dead 113 120 Snow 272 248 Factored: Total 385 368 Bearing: F'theta 443 443 Capacity Joist 2573 2324 Supports 2789 2789 Anal/Des Joist 0.15 0.16 Support 0.14 0.13 Load comb #2 #4 Length 3 .50 3.50 Min req'd 0.48** 0.55 Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 4251 1 425 "Minimum bearing length governed by the required width of the supporting member. Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP2 Lumber-soft, S-P-F, No.1/No.2, 2x10 (1-1/2"x9-1/4") Supports: All-Lumber Stud Wall, S-P-F Stud Roof joist spaced at 16.0"c/c; Total length: 17'-6.8"; Pitch: 3/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 33 Fv' = 155 fv/Fv' = 0.22 Bending(+) fb = 762 Fb' = 1273 fb/Fb' = 0.60 Bending(-) fb = 12 Fb' = 474 fb/Fb' = 0.03 Deflection: Interior Live 0.31 = L/617 1.07 = L/180 0.29 Total 0.45 = L/424 1.61 = L/120 0.28 Cantil. Live -0.06 = L/193 0.14 = L/90 0.46 Total -0.09 = L/134 0.21 = L/60 0.45 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00 1.00 0.372 1.100 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - 1.00 1.00 E' 1.4 million 1.00 1.00 - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 345, V design = 310 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 1358 lbs-ft Bending(-) : LC #2 = D+S, M = 21 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 139e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. LCALCULATION OF DESIGN_WIND LOADS MP2 Mounting Plane Information Roofing Material Comp Roof PV System T_ype�_ - -. .- ..u-�. _ �SolarCity SleekMount'" Spanning Vents No Standoff: Attachment Hardware 1; �°' �a A 7—A%om M uno t T e c r-m r ' Roof Slope 150 -- 1 _S,. ing ,;a .• ti- 16"O.C. --_ _ Framing Type Direction Y-Y Rafters Purlin.Spacing !_ -X-X,Purlins,Only_ Tile Reveal Tile Roofs Only NA Tile Attachment System 77 7_ 7 Tile Roofs Only NA - Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind DesigmM ht oe d _ F Partially/Fu_y_Enclosed Method _ Basic Wind Speed V 110 mph _ Fig. 6 1~� Exposure:Category €. _ , «E C_.. __ _ -° Section 6 5.63 Roof Style _ Gable Roof _ __ Fig.6-11B/C/D-14A/B Mean Roof Height o h 15 ft - - Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor -- ---Krt - _ 1.00 � _Section 6.5.7 Wind Directionality Factor Kd 0.85 w Table 6-4 Im ortarice Factor' _ *_ I -� --- 1.0 -er-- �-".> Table 6 1' Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down '_ 'GC p ° 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh (GC ) Equation 6-22 Wind Pressure U -19.6 psf Wind Pressure Down 10.1 Psf r ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscapes,. „" _24" °" _ NA__ Standoff Configuration Landscape Staggered Max Standoff Tributa Area IA.: - �� Trib = 17 sf z, - ry _ m -,�. .. . . . a.. PV Assembly Dead Load W-PV 3 psfp Net Wind Uplift at__Standoff = T,actual_ - -309_Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci " DCR' 61.8%' X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Canticle a'= ��:,�Portrait ".. 19" r t'NA Standoff Confi uration Portrait Staggered Max Standoff,Tributary,Area � Trib =-._- - ___ 22 sf --- PV Assembly Dead Load W-PV 3 psf Net Wind,Uplift-at-Standoff- T-actual '. -_ - 386 Ibs Uplift Capacity f Standoff ff T allow 500 Ibs Standoff:Dandem Ca aci -77— ,DCR: : . 17.2% : =', ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONIC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2, EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY-RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVAN17FD COMPLY WITH ART. 250.97, 250.92(B) I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NEUT NEUTRAL UL-LISTED LOCATION PROVIDED BY THE NITS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING a OC ON CENTER HARDWARE. �s PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE ' POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND =i PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. r=� SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR ; 7 SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & - 23 STC STANDARD TESTING CONDITIONS 690.47. y;} TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT _ ._ - PV1 COVER SHEET PV2 PROPERTY PLAN - } PV3 SITE PLAN PV4 STRUCTURAL VIEWS �' + - PV5 UPLIFT CALCULATIONS LICENSE GENERAL NOTES - PV6 THREE LINE DIAGRAM GEN #168572 1. THIS SYSTEM IS GRID-INTERTIED VIA A X Cutsheets Attached ELEC 1136 MR UL-LISTED POWER-CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION MODULE GROUNDING METHOD: * OF THE MA STATE BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV BY DATE COMMENTS AHJ: Barnstable THE 2014 NATIONAL ELECTRIC CODE INCLUDING REV A NAME DATE COMMENTS MASSACHUSETTS AMENDMENTS. UTILITY: NSTAR Electric (Commonwealth Electric) J B-0 2 6 3 3 6 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: \\r,� � CONTAINED SHALL NOT BE USED FOR THE CANNATELLA, FRANCO CANNATELLA RESIDENCE Cliff WilliamsBEN -= SolarCity NOREFIT OF SHALLL ITNYONE EXCEPT SOLARCITY BEE DISCLOSED IN WHOLE ORCIN MouNnNG SYSTEM: 164 MARSTONS LN /��\ PART TO OTHERS OUTSIDE THE RECIPIENT'S Comp Mount Type c 8.925 KW PV ARRAY ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02675 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE 35 CANADIAN SOLAR CS6P-255PX SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ( ) # PAGE NAME: SHEET: REV: DATE Marlborough, MA 50) PERMISSION OF SOLARCITY INC. INVERTER. 6177192364 PV 1 7 15 2014 (888)—SOL—CITY(76582 8B)65w)wsolarcitycom .. Multiple InvertersCOVER SHEET / / l LLLU PROPERTY PLAN Scale:1" = 20'-0' E 0 20' 40' W 5 CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 3 3 6 0 0 PREMISE OWNER. DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE CANNATELLA, FRANCO CANNATELLA RESIDENCE Cliff Williams • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.�� So�a�City NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 164 MARSTONS LN 8.925 KW PV ARRAY o PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES.- BARNSTABLE MA 02675 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive, Building$Unit 11 THE SALE AND USE OF THE RESPECTIVE (35) CANADIAN SOLAR # CS6P-255PX SHEET- REV. DATE: Madan Driv, MA Building 2, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: T: (650)62-1026 F: (650)636-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 617719236.4 PROPERTY PLAN PV 2 7/15/2014 (69a)LsaL—CITY(765-2469) www.solarcity.com PITCH: 35 ARRAY PITCH:35 Lc0 MPi AZIMUTH: 103 ARRAY AZIMUTH: 103 f0 � MATERIAL: Comp Shingle STORY: 1 Story Inv OAC r4, s:4 PITCH: 15 ARRAY PITCH:15 © B i ��*,�� C MP2 AZIMUTH: 103 ARRAY AZIMUTH: 103 w111rA �, MATERIAL:Comp Shingle STORY: 1 Story Inv i; D ;i :1 a, v $Tt,LJ('`rOFTAL v L__.J No.i721��+ � NAI. A STAMPED & SIGNED FOR STRUCTURAL ONLY LEGEND Front Of House (E) UTILITY METER & WARNING LABEL :, INVERTER W/ INTEGRATED DC DISCO Inv & WARNING LABELS 2� © DC DISCONNECT & WARNING LABELS zi f3 AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS -0 Q DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED I. ,I INTERIOR EQUIPMENT IS DASHED L=�J SITE PLAN N Scale: 3/32" = 1' f 01, 10, 21, W S REMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN loe NUMBER: JB-026336 00 P CONTAINED SHALL NOT BE USED FOR THE CANNATELLA, FRANCO CANNATELLA RESIDENCE Cliff Williams �Ohr�l� \��.;' • m BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �i,` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 164 MARSTONS LN 8.925 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNS TABLE, MA 02675 THE SALE AND USE OF THE RESPECTIVE (35) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV. DATE L (650)838-1028 Marlborough,MA 17 F. (6 638-1029. PERMISSION OF SOLARCITY INC. Multiple Inverters 6177192364 SITE PLAN PV 3 7/15/2014 (666)—SOL—CITY(765-24e9) www.solarcity.com S1 S1 „ 1' 15'-7„ 9,-5„ 12'-1 (E) LBW (E) LBW SIDE VIEW OF MP2 NTs A SIDE VIEW OF I�LP1 NTS g . MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48° 19° \ PORTRAIT 48" 19" ROOF AZI 103 PITCH 15 ARRAY AZI 103 PITCH 35 RAFTER 2x8 @ 16ROOF AZI 103 PITCH 35 RAFTER 2X10 @ 16" OC OC. STORIES: 1 ARRAY AZI 103 PITCH 15 STORIES: 1 C.J. 2x10 @16" OC Comp Shingle C.J. 2x6 @16" OC Comp Shingle .PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK-HOLE ZEP LEVELING FOOT' (1) LOCATION, AND DRILL PILOT r ;xs HOLE 17 A,4DIR vv a_ ZEP ARRAY SKIRT (6) SEAL PILOT HOLE WITH i w'iflTE (4) (2) POLYURETHANE SEALANT. I U STRU1111"URAL ZEP COMP MOUNT C --- -- 1 No-473 i" 1. ZEP FLASHING C (3) (3) INSERT FLASHING. �,r 1 , (E) COMP. SHINGLE (4) PLACE MOUNT. s NA (1) (E) ROOF DECKING V (2) (5) INSTALL LAG BOLT WITH STAMPED & SIGNED 5/16" DIA STAINLESS (5) SEALING WASHER. FOR STRUCTURAL ONLY STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER C(6)F BOLT & WASHERS. Digitally signed by Andrew White (2-1/2" EMBED, MIN) Date: 2014.07.16 08:20:18 -04'00' (E) RAFTER 1 �12" = 1' CONFIDENTIAL— THE INFORMATION HEREIN IOU NUMBER: J B-0 2 6 3 3 6 00 PREMISE OWNER. DESCRIPTION: DESIGN: CONTAINEDD AL .,,SO arClty MALL NOT BE USED FOR THE CANNATELLA, FRANCO CANNATELLA .RESIDENCE Cliff Williams BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ad NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 164 MARSTONS LN 8.925 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MaDDLES BARNSTABLE MA 02675 ORGANIZATION, EXCEPT IN CONNECTION WITH Unit 11 ,2 THE SALE AND USE OF THE RESPECTIVE (35) CANADIAN SOLAR # CS6P-255PX 24 St.Martin Drive, Building�; , DATE- Marlborough, MA Building 2, SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T.- (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 6177192364 STRUCTURAL VIEWS PV 4 7/15/2014 1 (888)-SOL-CITY(765-2489) www.golareity.com UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 3 3 6 00 PREMISE OWNER: DESCRIPTION: DESIGN: \\`, ity CONTAINED SHALL NOT BE USED FOR THE CANNATELLA, FRANCO CANNATELLA RESLDENCE Cliff Williams SO�a�C BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Wilk NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 164 MARSTONS LN 8.925 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S I ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02675. THE SALE AND USE OF THE RESPECTIVE (35) CANADIAN SOLAR # CS6P-255PX 24 St.Marten Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: - SHEET: REV: DATE: T: (650)6rlboro28h F. (6A1752 )638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 6177192364 UPLIFT CALCULATIONS PV 5 7/15/2014 (888)—SOL—CITY(765-2489) www.solarcHy.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number: Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE &SE380OA-US-ZB-U Lp�p� A -(35)CANADIAN SOLAR__# CS6P-255PX GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43998325 Inv 2: DC Ungrounded Inverter, 3800% 24OV, 97.574 w/Unri eed%sco and ZB, AFCI PV Module; 255W 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 -(1 )Inverrterr,SOLAREDGE_# 240V 7 57; wAn11 eBdNisBo and ZB, AFCI Voc: 37,4 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E; 20OA/2P MAIN CIRCUIT BREAKER SOLAR GUARD BRYANT Inverter 1 (E) WIRING CUTLER-HAMMER METER (N) 125A Load Center 20OA/2P Disconnect 7 5 SOLAREDGE SE380OA-US-ZB-U (E) LOADS B C I D 20A/2P u ET-_v1 SolarCity � L2 N 3 A 1 40A/2P ____ GND - EGG DC+ DC+ - - - - -- ---------- A o r---- GEC --- N DC- DC- String(s)-Of 19 On MP1,MP EGC---------------- =---------- - -,----- - EGC-------------- - -- N _j I Inverter 2 ' EGCIGEc_, I 6 SOLAREDGE SE3000A-US-ZB-U 20A/2P - I - GECT_y - I L1 zaov T I L2 ❑ TO 120/240V i i I N q 2 I SINGLE PHASE I I L_ ________________ _ EGG ___ DC+ DC+ - - - I UTILITY SERVICE I I GEC N DC- - DG Strings)Of 16 On MP1,MP I I IGND -- EGC--------------------------- -,- EGC-----------------*� I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (1)MURRAY#MPS PV BACKFEED BREAKER 6 (1)CUTLER-HAMMER #DG222URB /� A (1)SolarCity 4 STRING JUNCTION BOX D Breaker, 40A 2P, 2 Spaces Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R /y 2x2 STR GS, UNFUSED, GROUNDED -(2)Ground Rod; 5/8' x 8', Copper -0)CUTLER-HAMMER H DG100NB D Ground eutrol it; .60-100A, General Duty(DG) PV 05)SOLAREDGE 300-2NA4AZS (1)BRYANT#BR816L125RP PowerBox Optimizer, 30OW, H4, DC to DC, ZEP Load Center,.125A, 120/24OV, NEMA 3R C SolarGuard Monitoring System -(2)CBreaker,H 2OAP#2 Spaces n d (1)AWG#6, Solid Bare Copper -(1)Ground Rod; 5/8" x 8'. Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE O�(1)AWG #8, THWN-2, Black � 1 AWG #10, THWN-2, Black (1)AWG#10, 1HWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG#10, PV WIRE Black Voc* =500 VDC Isc =15 ADC I4�(1)AWG #8, THWN-2, Red O ISF (1)AWG #10, THWN-2, Red O (1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=13.66 ADC O (1)AWG#6, Solid Bare Capper EGC Vmp =350 VDC Imp=13.66 ADC I (11AWG #8, THWN-2, White NEUTRAL Vmp =240 VAC Imp=28.33AAC L (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=15.83AAC (1)AWG#10, THWN-2,.Green. . EGC. _ (1)Conduit Kit 3/4' EMT. . . ._ . . .. (1)AWG #8,.1}tWN-2,.been . . EGC/GEC-(1)Conduit.Kit;.3/4'.EMT. . . . . . . . . . . . . . . . .-(1)AN A.1HWN-2,_Green . . EGC/GEC.-(1)Canduit_Kit;.3/4'.EMT (1)AWG#10, TkWk-2, Black Voc* =500 VDC Is =15 ADC (2)AWG #10, PV WIRE, Block Voc* =500 VDC Isc =15 ADC ©�(i)AWG #10' THWN-2, Black ®PF(1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=11.51 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.51 ADC (1)AWG #10, THWN-2, Red . _ _ .. . . _ (1)AWG#1.0, THWN-2,.Green. , EGC. , . .-(1)Conduit.Kit;.3/,'.EMT. ; . . , _ , ., . (1)AWG #10, THWN-2, White NEUTRAL VmP =240 VAC Imp=12.5 AAC . . _ . . . .-(1)AWG A.THWN72,.Green _ . EGC/GEC.-0 Conduit.Kit;.3/47_EMT. _ . . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: R 1 I -02633�� PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE "`' " 00 CANNATELLA FRANCO Cliff Williams CANNATELLA RESIDENCE y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 164 MARSTONS LN 8.925 KW PV ARRAY �0,�SOlarCit m PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES:_ BARNSTABLE MA 02675 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (35) CANADIAN SOLAR # CS6P-255PX SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEEP REV: DATE T: (650)Marlborough,38 F: (6 01752 INVQtTER: 638-1029 PERMISSION OF SOLARCITY INC. IMultiple Inverters 6177192364 THREE LINE DIAGRAM PV 6 7/15/2014 (888)-SOL-CITY(765-2489) www.solarcity.com SolarCity SleekMountTM - Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules aesthetics while minimizing roof disruption and �� Q Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and •Interlock and grounding devices in system UL Fastener Size Per NDS Section 1.1.3.2 listed to UL 2703 mounting clamps,combined with the addition of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 Q Seal pilot hole with roofing sealant to a more visually appealing system.SleekMount as"Grounding and Bonding System" �` ` ©3 Insert Comp Mount flashing under upper utilizes ZepCompatible modules with � layer of shingle P Ground Zep UL and ETL listed to UL 467 as Y 9 strengthened frames that attach directly to grounding device _ W _ ® Place Comp Mount centered Zep Solar standoffs,effectively eliminating the need for rail and reducing the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition .Anodized components for corrosion resistance O5 Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this with sealing washer. system, allowing for minimal roof disturbance. •Applicable for vent spanning functions Secure Leveling Foot to the Comp Mount using machine Screw Place module CAS Components ® Q 5/16"Machine Screw B © Leveling Foot ®' Lag Screw ©D Comp Mount O Comp Mount Flashing D o`i O ® ,t Q�onvara �1b%�� �i1�SolarCity. W 0%- V� LISTED �i1�SolarCi`� 2 ® .lanuary?Q13 �•UMFP~A ® January�013 e�Ed% es;gam aNil CS6P-235/240/245/250/255PX 11adlan$Olar Black-framed Ca 01eaK��10 Electrical Data STC CS6P-235P CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX Temperature Characteristics Nominal Maximum Power(Pmax) 235W 240W 245W 25OW 255W Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30AV 30.2V Pmax -0.43%rC ` r a K.° + o © Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%/°C A ' Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37AV Isc 0.065%rc 7+ Normal Operating Cell Tem erature ..s ShortCvcuitCurr n 8.46A 8.59A 8.74A 8.87A 9.00A P 9 P 45t2"C � Current } a' - x ' • Module Efficiency ( 14.61% 14.92% 15.23% 15.54% 15.86 r{'` "a 3 ar 'wV f '1 s„ {•' OperalmgTeniperature -40`C-+85'C Performance at Low Irradiance Maximum System Voltage, 1000V(IEC)/600V UL Industry leading performance at low irradiation 1z , Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification ClassA irradiance of 1000w/m'to 200w/m' Power Tolera nce 0_+5w (AM 1.5,25-C) Next Generation Solar Module Under Standard Test Cooditions(STC)ofirradiance of 1000W/m',spectrum AM 1.5and cell temperature of25C NewEdge,the next generation module designed for multiple Engineering Drawings types of mounting systems,offers customers the added NOCT CS6P-235PXCS6P-240PXCS6P-245PXCS6P-250PXCS6P-255PX _ Nominal Maximum Power(Pmax) 170W 174W 178W 181 W 185W value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27.2V 27.3V 27AV 27.5V 27.5V appearance,auto groundingand theft resistance. Optimum Operating Current(Imp) 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage(Voc) 33.9V 34.OV 34AV 34.2V 34AV The black-framed CS6P-PX is a robust 60 cell solar module Short circuit Current(Isc) 6.86A 6.96A 7.08A 7.19A 7.29A •' incorporating the groundbreaking Zep compatible frame. Under Normal operating Cell Temperature,Irradlance of 800 W/m2,spectrum AM 1.5,ambient temperature 20•C, The specially designed frame allows for rail-free fast wind speed 1 m/s installation with the industry's most reliable grounding Mechanical Data system.,The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 156 x 156mm,2 or 3 Busbars - Key Features silicon cells laminated with a white back sheet and framed Cell Arrangement 60(6 x 10) with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high Weight 20.5kg(45.2lbs) reduces installation time quality aesthetic module with lowest system cost. Front cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy • Lower system costs - can cut rooftop d-Box IP65,3 diodes - installation costs in half Best Quality - - Cable 4mm'(IEC)/12AWG(UL),1000mm - • 235 quality control points in module production Aesthetic seamless appearance - lowprofile g p connectors MC4orM24Comparable • EL screening to eliminate product defects � I with auto leveling and alignment • Current binning to improve system performance Standard Packaging(Modules per Pallet) 2apcs o • Accredited Salt mist resistant Module Pieces per container(40 ft.Container) 672pcs(40'HQ) • Built-in hyper-bonded grounding system - if it's I-V Curves CS6P-255PX mounted,it's grounded Best Warranty Insurance =o ( e , • Theft resistant hardware 25 years worldwide coverage • 100%warranty term coverage ( a I g Section A-A • Ultra-low parts count - 3 parts for the mounting Providing third party bankruptcy rights 35.0 and grounding system Non-cancellableif Immediate coverage e' I s • Industry first comprehensive warranty insurance by 1� , 8 AM Best rated leading insurance companies in the Insured by 3 world top insurance companies „-e„_, world —wpov/ez ° —Sz I Comprehensive Certificates ' -tnd.J„,2 i • Industry leading plus only power tolerance:0-+5W 1 _ rr: —„c • I E C 61215,IEC 61730, 1EC61701 ED2,UL1703, —asc t5 • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS +a! ° a , ,„ o . •, ,. 926 ground mounting systems • IS09001:2008:Quality Management System • ISO/TS16949:2009:The automotive quality 'Specifications included in this datasheet are subject to change without prior notice. • Backed By Our New 10/25 Linear Power Warranty management system Plus our added 25 year insurance coverage • IS014001:2004:Standards for Environmental About Canadian Solar management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was 197%% • QC080000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed-on NASDAQ Exchange (symbol: CSIQ) in 90% Added Value From Hazardous Substances Regulations manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing solar systems, Canadian Solar delivers solar capacity g capacity so% Warranty y power ca acit of 2.OSGW and cell manufacturing ca acit of 1.3GW. 1 • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide 80% p y nk.r occupational health and safety customers. Canadian Solar's world class team of 0 professionals works closely with our customers to s 10 1s 20 25 • REACH Compliance provide them with solutions for all their solar needs. • • 10 year product warranty on materials and workmanship s d SP 1 n kEi: •25 year linear power output warranty •• r" www.canadiansolar.com EN-Rev 10.17 Copyright O 2012 Canadian Solar Inc. fit, f - o o SolarEdge Power Optimizer solar=oo So l a Module Add-On for North America o P300 / P350 / P400 SolarEdge Power Optimizer PV (for 72 3. 5 Module Add-On For North America Q (for 60-cell. P4DD -cell PV (for 96-cell PV . .. modules) modules) modules) P300 / P350 / P400 ° INPUT r Rated Input DC Power1.. 300 350 400 W .e .......................... ............ ........ Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc MPPT OPerating Range ........8.:48......... ...........8.60 ........$..$�........ Vdc .................................. ............. .. Maximum Short Grcu't Current(Isc) 10.............r1oAdc - ` Maximum DC Input Curren 12 5 Adc .... ....[................ ..... ..... ..... ... �. Maximum Efficiency % ................ Weighted Efficiency ....................................98.8.................................. %...... " Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) 15 j Adc Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) - Jx� Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE - j„25'@►t� •4 :,' ;. .„ EMC FCC Part15 Class B:IEC61000 6 2,IEC61000:6-3 ...............-....... ................................... ................................T............. ............ ....... .................... IEC62309 1(class II safety),UL1741 ............ RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc ........... Dlmensions(W x_L.x_H) .............. ..,,...,.,,..,,....141x212 x40S/.SSSx834x 1S9.......... .......mm/in,. ........ .. .... ........ Weigh[(mduding cables).............................................. 950/ < - Input Connector MC4/Amphenol/Tyco Output Wue Type/Connector Double Insulated:Amphenol - Output Wire Length .9 /3.0 .2/3.9 m/ft .................................................................... 0 5 1 .......... 1................ .......................... ............. Operating Temperature Range_,__ .........................40 +85/40 +185 ,,.. •C/'F._, .v._ ........ ..... ..... .... ............. ... .... ........................... Protection Rating IP65/NEMA4 ......................Y...................................................... e H ..... ........ .......................... ............................ ............. Relativumidit .................................... ....e'5...... nmea sre po.e.or m.^,.dale m.d.a I p I.swpo..e,roie,e.rep.wea PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 480V PV power optimization at the module-level Minimumstrin Len[h Power.timizers) 8 30 18 ....................g-....g..............?......,,....................................................... ........................... ........................... .... - Maximum String Length(Power Optimizers) 25 25 50 — Up to 25%more energy ............................ ........................................... Maximum Power per String 5250 6000 12750 W — Superior efficiency(99.5%) .................8.............._..... ..............-............................................_.. ................... .. .......................I. ........... Parallel Strin s of Different Len hs or Orientations Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading "..... "".... """"""'"""""""""""' ..... ""'•""""' '" """"""" '"" ............. - Flexible system design for maximum space utilization - Fast installation with a single bolt •° i �- - -- 'r �' M-- -� - -..�. -« - - - Next generation maintenance with module-level monitoring - - - Module-level voltage shutdown for installer and firefighter safety I - n .. 99�Y.Y/ USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us memm � �e�J".' •_�di�a anx�I1`1��p+A[�r�>gq,.an�r••.�aum f ZRI Single Phase Inverters for North America $®l a�' _ 0Wo SolarOI e © 0 c ��F' �y4 r ' 5 SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ F' SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE390OA-US SESOOOA-US SE6000A-US SE760OA-US SE1000OA-US SE1140OA-US OUTPUT SolarEd//��e Single Phase Inverters �' ��Wv ' "� ' �� ll ll °rr` " t Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA JJ ..77at' ............. ........... ........ ...... ............ ............ 10000 @240V .............. ......... a For North America - * 8 ) _ Max.AC Power Output 3300 4150 5450 @240V 6000 8350 10800 @ 208V 12000 VA --------------- V- .. .. .10950 240V AC Output Voltage Mm Nom Max.« .. .. .. J .✓ .............. ......... . SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ k #� t4 � ' 183.208 229Vac.................... ................ ............... ................. ................ ................ .................................... ........... n*. - AC Output Voltage Min:Nom:Max.« f ✓ ✓ , ✓ SE7600A-US/SE10000A-US/SE11400A-US n ' 3 211 240 264 Vac .. ......... ...... ... ... .... ........................... r y raro AC frequency Min.Nom.Max.` 59.3-60 60.S(with HI country setting 57 60 60.5) Hz ......... ..... .......................... ................ ............... ...... ..... .............. ......... ,. -: z 3-X Q `�, � 24 @ 208V.. ............ ... ........ ...48 @ 208V _ a Max.Continuous Output Current 12.5 16 25 32 47.5 A - .......................................... ................ ............... .. 21 @ 240V -,42 @ 240V .. , GFDI.............. .................. ............................................................. ........................................................ .. I ....... nd - Utility Monitoring,Islanding 1 d,, l Protection,Country Configurable Yes A ;wertef r'� � .;.>. Thresholds Vii INPUT .. •-_..�i m 1 Ve2Y5 �`. ;L 4+ rt. j a �yFyzut�,""'�SJs^taC�ef z'•.,, Recommended Max.DC Power** - «:..-.. : - x 2s ) ..... ......,.U..n.g ro un.d.e..d.... .. 3750 4750 16.56 25 0208V I 750.0 ....9.52.03..0.... I...33 12400 2400 .....( ..-.1.4..2.5..0..-. ..WC(ST............. .... ............. ... ................ ..... ..... ..... ...... ..... Yes..... ..... ..... .... ........... ... .... ......... Tansfomr less 1 .......... ............................................... .... ............................................ ....... . I Max.Input Voltage 500 Vdc .............. ............................................ - ............................................ ... ....Nom.DC Input Voltage 325 @ 208V/350 @240V Vdc .......... . ............ ............. .......... ............ . Max.1 . nput Current*** 9.5 13 341 Adc@ 18 15.5 @ ...... .. ....... ..... .. .... ............. ............. ... -.30..S@.2 40V , ,.; -'.- .... - r `#• "'"" .,' r;' Max:Input.Short Circuit Current 30 45 Adc - .. .,, :>.:�. Reverse Polarity Protection.......... ........................................ ................Yes.... .................................................... ......... ........ ........ .... ............ .... ..... ....... ..... ......... ................................... ....... ... ......... Ground-Fault isolation Detection,-.- ,. __ .. 600koSensitivity-_- ,. --. -.-- ..._ ,,. .._ .......................... . .. ......... .. .. ......... .. .. ....... .. . I ...................... ............ ........... .. . ....... ......... s r} mum Inverter Efficiency 97.7 98.2 '97.5 @ 208V 98.3 98 "97 @ 208V - ,98 Maxi iency :.... - t e.. 1 ....... .............. ..... .. 98 @.240V 97.5 @ 240V g .. CEC Weight d Efficiency - 97 5 98 97 5 - ..9..5 .................. 9.... . . .. . ti-- Nighttime Power Consumption - <2.5 - a4 -W- . . DIT FEATURES _ :',, .•. ADDITIONAL FEATU - ....................................................Ethernet,ZlgBee(optional) .. ........................... ......... Revenue Grade Data, C12.1 ac Optional lg � - - ��" STANDARD COMPLIANCE _ es R5485,RS232 ( e - ... .......... .............................. ................. ..................................................... ......... ..Safety 99B,UL19 Grid Connection Standards. .... ........................................ ... L16 7 1EEE154 .98 Ili ,'. 1 " ................ ......... ... U.....EEE1 .... ............................................... ......... ^'- - �' - _ Emissions 1 FCC part15 class B CS > INSTALLATION SPECIFICATIONS .. - Ci ��.. ,. i _- >. , '� '• - - ' _ output ze/AWG range .................3/4"minimum/24 6 AWG................. 3/4"minimum/8 3 AWG (} .. ............. .............................................. .................................................. ......... l ( �. -. '• ;' r DC input conduit ls ze/H of strings/ 3/4"minimum/1 2 strings/24-6 AWG 3/4"minimum/1-2 strings/14 6 AWG '; e .,� s. { t c ti ,.�.;: ..... .. ... .. .. .. ...... . .. ........... . . ... ... ..... . .... . ... ... ............................................... .. .. ', Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ in/ i- 30.Sx12.5x10.5 775x315x260 Switch(HxWxD) 775 x 315 x 172 775 x 315 x 191 / mm . .-._ - �. �•_. -,.:� ..„c .. Weight with AC DC / .. .. .- ..........................SafetySw......... ..........5.....23:?.......... ...........5.....24:............ ....................88 4/40:1..................... .Ib/.kg... - Cooling Natural Convection - Fans(user replaceable) ......................................... ....................................... ...................................................... ........... The best choice for SolarEdge enabled systems Noise ... <25 <so dBA.... ......................... .......... ........... Min.Max.Operating Temperature -13 to+140/ 25 to+60(CAN version****-40 to+60) 'F/-C Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Range ..................................................................................................................... ......... Superior efficiency(98/0 p ) Protection Rating NEMA 311 ` - 'For other reg,onal semngz please contact SolarEdge support. - — Small,lightweight and easy to install on provided bracket Limited to 125%for locations where the yearly average high temperature is above 77'F/25'C and to 135%for locations where it is below 77-F/25'C. For detailed information,refer to htto://www.wiaredge.us/files/odfs/inverter do oversiz n guide odf Built-in module-level monitoring - "•A higher current source maybe used;the inverter will limit its input current to the values stated. --CAN P/Ns are eligible for the Ontario FIT and micmFIT(microFIT exc.5E11400A-US-CAN). - Internet connection through Ethernet or Wireless, ! — Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only =- Pre-assembled AC/DC Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 © za � k% 1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL WWW,SOIarHdge.US F r `k,I a