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Cre, I- 1. � o ;SolarCity _A Date: July 13, 2015 TO: Barnstable Building Department .. p•J From: SolarCity Corporation Cape Cod Warehouse ` Phone: (508) 640.5397 FAX: (866)552-9847 RE: 150 Warwick Way, Centerville Note: Attached are the revised plans for our proposed solar installation located at 150' Warwick Way in Centerville. Since receiving the Building(No. 201502342) permit,-we'have switched brands of modules and marginally decreased the kW. We would greatly-appreciate the revised plans being added as a modification to our existing permits. New Size: 26'mod'ules @ 6.63 kw-DC. Please contact me directly With any questions/concerns: Cheryl Gruenstern Junior Permit Coordinator SolarCity Corporation Cape Cod Warehouse (508)640.5397 citruenstern@solarcity.com SOLARCITY.COM AZ ROC 24377VROC 245450/ROC277498,CA LIC9888104,CO EC8041,CT HIC 0632778iELC 0125305,DC;F71101486/ECC902585,HI CT-29770,MA HIC 168572/MA FL 1136MR,MD MHIC.128948, - NJ NJHIC913VH06160600/34EB01732700,OR C6180498/C562/PB1102,PA HICPA077343,TX TECL27006,WA SOLARC'91901/SOLARC'905P.02014 SOLARCITY CORPORATION.ALL RIGHTS RESERVED. Version#43.1 .01,645olarcit t ?� Y00 JIN K ' April 20, 2015 No.4 Project/Job#026989 RE: CERTIFICATION LETTER, AA. Project: Schwartz Residence Digita y Yoo An Kim 150 Warwick way Centerville, MA 02632• Date.2015.04.2011:31:48 07'001 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 - MPl: Roof DL= 10.5 psf, Roof LL/SL= 23.1 psf(Non-PV Areas),Roof LL/SL= 15.6 psf(PV Areas) - MP4: Roof DL= 9 psf, Roof LL/SL= 23.1 psf(Non-PV Areas), Roof LL/SL= 23.1 psf(PV Areas) - MP5: Roof DL= 10 psf, Roof LL/SL= 23.1 psf(Non-PV Areas), Roof LL/SL= 1.5.6 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss 0.19069 < 0.4g and.Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code, 8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Yoo]in Kim, P.E. Professional Engineer Main: 888.765.2489,x5743 email ykim@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOS-CITY F(650)638-1029 solarcity.com r AZ ROC 243771;CA CSLB 888104,Co EC 8041,0T H1C 0632776,60 HIC 7110146e,OC HIS 71101488,Hi CT-29770,MA HIC 168972,MO MHIC 128948,NJ MH06160600, OF COS 18043.PA 077043.TX TOLR,27006,WA GCL SOLAAC'91007.O 2013 Solw0ty.All dghts reserved. . - ' 1 04.20.2015 '.SolarCity. Version#43.1 i PV System Structural o� Design Software ,. PROJECT INFORMATION &TABLE OF CONTENTS` Project Name 1 a' schwartzyResidence AHJ m_ Barnstable- Job Job Number: 026989 Building Code: MA Res.Code, 8th Edition Customer Sch_Name � waitz,ABever ,. ___.ly Based On: , IRC 2009/IBC 2009 _ Address: 150 Warwick Way ASCE Code: ASCE 7-05 ._City/State: F--... -�. .., _- Ce_n_te__rville,_ .Po MA _ _Risk Catego_ry_:_ II 7 - - -- Zip Code 02632 __ Upgrades Req d. No Latitude/Longitude: 41 667972 70.374174 Stamp Req'd? Ye_s ' SC Office:' Cape Cod PV Designer. Yonah Sorin Calculations: Kevin Houn EOR: Yoo Jin Kim 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 = 0.19069 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP 14 op 06 46 IV Al 6,qi • • * 150 Warwick Way, Centerville, MA 02632 Latitude:41.667972, Longitude:-70.374174,Exposure Category:C r STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK.-IMP1" .1 4 Member Properties Summary MPl Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Properties "Spain V'` c '12:54 ft Actual D.ix., `: : a g 7.25", . V Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material -Comp Roof, . :S an 3,- Z .„ <r .; . 4m 6 v eki , -3° 10.88 in.A2 ,i Re-Roof No San 4 S. .13.14 in.A3 PI ood Sheathing ' � � 4 .63n."44 I � Board Sheathing None Total Span 13.28 ft TL DefPn Limit 120 Vaulted Ceiling No `" "` '' PV.1 Start zWood'Species, ..� �: SPF-, _ 5 •:z Ceiling Finish 1/2"Gypsum Board PV 1 End 11.58 ft Wood Grade #2 Rafter Sloe 300 „ -...PV 2 Start;, t. -i t 4f F - °875psi; Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing V Full -_ ' PV 3 Start'". E 1 1400000 psi' Bot Lat Bracing I At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.15 12.1 psf 12.1 psf PV Dead Load PWDV .. 3.0 Psf, n x..1.15- x.,_ .3.5 psfs Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL SL1,2 30.0 psf x 0.77 i x 0.52 .-° 23a psf 15.6 sf_ Total Load(Governing LC I TL 35.2 psf 31.2 osf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=Ct=Is=1.0 Member Design Summary erN'DS Governing Load Comb CD CL + CL - CIF Cr D+S 1.15 1.00 1 0.42 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 34 psi 0.7 ft. 155 psi 0.22 Bending + Stress 743 psip , - �7. ft. t x 41389 psi.^` 0.53r ` Governs g§` Bending(-)-Stress =16 psi 0.7 ft. -587 psi 0.03 Total Load Deflection 0.46 in 378 '' 7.0 ft: 1.45'in:' " 120 ' '0.32" IBending Stress 743 psi 7.1 ft, 1389 psi 0.53 Pass 1 CALCULATION OF`DESIGN WIND_LOADS - MP1 � �- _- - ._ __ i Mounting Plane Information Roofing Material Comp Roof - —•- PV System�Type SolarCity SleekMoun tTM '> Spanning Vents No Standoff. Attachment Hardware _ ... _ w 7 Como Mount Tyne C '' Roof Slope 300 Rafter.Spacing ,:,, �., ,�: .,, ,< 16' O C:.- Framing Type Direction Y-Y Rafters Purlin.Spacing °' n ,� e .,. �X-X Purlins Only " .,,.,� r .:4. _„-•, _ NA Tile Reveal Tile Roofs Only NA Tile'Attachment_System 6 >s Tile°Roofs Only . �_• _ NA, M - Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria _ Wind Design Code ASCE 7-05 Wind Design Method ,_ Partially/Fully Encl" o ed Method _ - _ _ _ Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category � .¢ A 1. .- f C _Section 6 5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof-.Hei htp o, - 41 °L 41. h ryYx: 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor ; Krt 1:00 Section 6.5J 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)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC° 6 wi e �1� r » , 0.87 m :r Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC ) Equation 6-22 Wind Pressure U -21.2 psf Wind Pressure Down 19.5 Psf ALLOWABLE STANDOFF SPACINGS X-Direction. Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" M_A lowable.Cantilever Landscape g ag: 3° 24' Standoff Configuration Landscape Staggered Max Standoff Tributary Area "' " "' Trib 14 W -�� 9. " "� � « 18 sf PV Assembly Dead Load W PV 3.0 psf Ne W d Uplif-a tan " T actual_ '' =344 Ibs°7Uplift Capacity of Standoff �T-allow 500 Ibs Standoff 77 D mand Ca aci DCR 68.8%' X-Direction Y-Direction Max Allowable Standoff-Spacing Portrait 48" 66" MaxAlAllowable Cantilev_erf' "' Portrait 19 N_X Standoff Confi uration Portrait Sta ered Max$tandoff Tributary Area _ __ 22sf____ _ _ a � Trib,j s p a.-.. PV Assembly Dead Load W-PV 3.0 psf NetWind'.Uplift at Standoff¢ ,,T-actual• °,: -�=� . _,_ ;� _430 Ibs � Uplift Capacity of Standoff T-al-allow 500 lbs Standoff Demand Ca paci 1 17 777 TE, T 'DCR 3 p it 6.1%. .,a .,. ` LOAD ITEMIZATION MP4 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s n . .=:r, t- « .477 •„• 7' -7 17 .; 7 4, 77 77 h 77 0.5 PV System Weight 3.0 psf Roof Dead Load Material Load Roof Category Description MP4 5.0. sf Existing,Roofing Material_ .,_ ® ,:Comp Roof j& k-. ,�„__� �, .;�(2_Layers),� Re-Roof No Underlayment Roofing Paper Plywood f- Plywood Sheathing Yes -1.5 psf Board_Sheathing _ _None Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling - - _- _No- _-` - Miscellaneous w Miscellaneous Items 1.3 psf Total Roof Dead Load 9 psf MP4 9.0 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 <3200 sf: Roof Slope 6/12 Tributary Area Reduction Rl 1. . . Section�4.9 Sloped Roof Reduction RZ 0.925 Section 4.9-r Reduced Roof Live Load ry` _ �Lr "L;= tb(R1){RZ) E cation 4-2 Reduced Roof Live Load Lr 18.5 psf MP4 18.5 sf Reduced Ground Roof Live Snow Loads • Code Ground Snow Load pg 30.0 psf ASCE Table 7-1 Snow:..—._----Load Reductions Allowed? ,•r:: tip*- g **=Yes +¢ �X ,ww, '77 T �" � ----�-- :. - ' ``^ Effective Roof Slope 250 I Horiz..Distance from Eve to Ridge _y = Wg� _{ , u . = Snow Importance Factor IS. 1.0 Table 1.5-2 Snow Exposure'Factor :. ;Ce F 31i Ab ° w „Partially Exposed. . ° =# Tables 2 41 Structures kept just above freezing Snow Thermal Factor Ct 1.1 Table 7-3 Minimum Flat Roof Snow Load(w/V 77777=77 Pt m n�. Y ff 7.3.4&7 10_ Rain on-Snow Surcharge) : _ - Flat Roof Snow Load Pf, pf= 0.7(Ce) (Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over Surrounding Roo All Other Surfaces Surface Condition of Surrounding Roof CS-roof + 1 Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq:7.4-1 SurroundingRoof PyfOOf 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Unobstructed Slippery Surfaces Surface.Condition of PV Modules CS-PV 1.0 figure 7-2 Design Snow Load Over PV PS-PV=.(CS-PV)Pf ASCE Eq: 7.4-1 Modules Ps P" 23.1 psf 77% Simpson Strong-Tie Truss: MP4 er - ProjedName: 026989 Component SolutionsTM Date: 4/20/2015 11:16:36 AM Truss Page: 1 of] Version:5.12.1[Build 5] Span Pitch Qty OHL OHR CANT L CANT R PLYS Spacing WGT/PLY 28-6-0 6/12 1 1-2-0 1-2-0 0-0-0 0-0-0 1 24in 96lbs 30-10-0 1-2-0, 7-4-12 - I 6-10-4 I 6-10.4 - I 7-4-12 1-2-0 7-4-12 14-3-0 _ 2114 28-6-0 . 4x6- 3 12 12 6F— 16 1x45 - tx4/ 2 4 w n dI 3x6-. 3x6- S 1 5 9 - _ 10 8 7 6 3x4- US- 3x4- G-0-0 0-0-0 9-8-3 9-1-11 l 9.8-3 9-8-3 18-9-13 28-6-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load (psf) Bldg Code: BC 20121 TC: 0.79(1-2) WTL: 0.49 in L/684 (6-7) L/180 Roof Snow(Ps): 23.1 psf TPI I-2007 BC: 0.99(8-1) art LL: 0.35 in L/951 (6-7) L/240 TCDL: 90e) Rep Mbr Increase: Yes Web: 0.18(3-8) Herz TL: 006in 5 BCLL: 0 D.O.L.: - 115% Creep Factor,Ker=1.5 BCDL: 6 Plate ORseM0neX,Y,Anp): (1:34,2-5OJ (2:04),3-15,56.)(3:04),3-15,0.) (4:00,3-15,56.)(5:3-4,2-50.) (6:04),3-8,0.) (7:00,1-12,0,) (8:00,3-8,0,) Reaction Summary 1T Type Br8 Conbo BM Width Material - Rgd Brg Width Max React Max Gtav Uplift Mar MWFRS Uplift Mar C&C Uplift Max Uplift Max Hodz 1 Pin(Wall) 1 3.5 in Spruce-Pine-Fir 1.97 in 1,259 Ibs - - - 0%s 5 H Roll(Wall) 1 3.5 in Spruce-Pine-Fir 1.90 in 1,210 Ibs - - - - - 0 Ibs Material Summary Bracing Summary TC SPF#2 2x4 - - TC Bracing Sheathed or Pudms at 2-114),Pudin design by Others. BC SPF#22x4 - BC Bracing Sheathed Webs SPF#2 2x4 r _ Loads Summary. I)This truss has been designed for the effects due to 10 psf bottom chord lire load plus dead loads. 2)This.truss has been designed for the effects of a balanced design snow load(Ps=23.1 ps0 for hips/gables in accordance with ASCE7-10 except as noted,with the following user defined input:23 psf ground snow load(Pg).NOTE:All Oat/sloped roof factors have been ignored and the ground snow load has been used for the mofsnow load(Ps=Pg),DOL= 1.15. 3)This Wss has not been designed for the cffws of unbalanced snow loads. 4)In addition to the snow loading specified on this drawing this truss has also been designed fora roof live load(FCIL)off)psf. 5)Minimum storage attic loading in accordance with BC liable 1607.1 has been applied Load Case DI:Std Dead Load Distributed Loads Menber Location 1 Location 2 Direction Spread Stan Load Find Load Ttib Width Top Chd 0-50 11-7.0 Down Rats 3 psf 3 psf 24 in Member Forces Summary. Table indicates:Menber a),nar CSI,ruax axial to=,(n¢r coapr force adiBerent humans,axial force) TC 9-1 0.111 161bs 2-3 0.628 -1,8491ba 4-5 0.723, •2,0261bs 1-2 0.792 -2 092 Ibs 3-4 0.570 -1 8091bs 5-10 0.110 35 Ibs BC 56 '0.962 1740 Ibs - 6-8 0.887 -I 177 lbs 8-1 0.987 1,791 Ibs Webs 2-8 0.174 4951bs 3-60.166 6751bs 3-8 0.178 7241bs 46 0.158 4491bs Notes: 1)Whcn this imss has been chosen forquality assurance inspection,the Plate Placement Method per TPl 1-2002/A3.2 shall be used.Cq=1.17, ,Bearing rraterial shown in the above table has only been checked for resistance peupendiculm to gain,and does not indicate adequacy of rmtedal for other design considerations. NOTICE Acopy of Nis design shall be fumished to the erection contractor The design of this individual truss is based on design criteria and requirements supplied by theTruss Manufactuserand relies upon the acamcy Simpson Strong-Tie Company and conpletenas of the infomntion set forth by the Building Designer.A seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss conponent design shown.See the cover pa¢and the"Inportant Infomgtion&General Notes"page for additional infomntion.All cannectorpdates shall be nnnufactured by Sinpson Strong-Le Corrpany,Inc in awrdance with ESR-2762.All connector plates are 20 gauge,unless the specified plate size is followed bya"48"which indicates an I8 grog:plate,or"S#18",which indicates a high tension 18 gaug plate. [CALCULATION OF DESIGN_WIND_LOADS - MP4 Mounting Plane Information Roofing Material Comp Roof PV Sy_stem Type ., _ SolarCity,SleekMountTM ,. • $e A b Spanning Vents No Standoff Attachment Hardware '` -Comp Mount T e C Roof Slope 250 Rafter Spacing_ .n 24' Framing Type Direction Y-Y Rafters Purlin Spacing- -- -- - -- ,X-X'Purlins Onlyw,-.t NA. - Tile Reveal Tile Roofs Only . t. NA Tile Attachment System Tile NA Stan ding SearnjTrap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind gn Method Partial /_FullY Enclosed Method ` h' Basic Wind Speed V 110 mph Fig.6-1 Expos_ure_C_ate_ o ...... Al - _7- Section 6.5.6.3" _ _ Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height' h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor -K y_ "1:00 :. '•' E 7 _ Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I ,w . L0.> .Wd. a II =ti ,s Table 6-1 ,, Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I)22.4sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down ' GC Q(`wn W' " � ' `0.45' ' 'T' 1 Fig.6-11B/C/D=14A/B � Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure U u -19.5 psf Wind Pressure Down 10.0 psf ALLOWABLE STANDOFF SPACINGS . X-Direction Y-Direction Max Allowable Standoff Spacing Landscape, 72" 39 Max Allowable Cantilever .Landscape 24' NA Standoff Configuration Landscape Staggered Max Standoff Tributary Areas —Trib vp 41 120 sf' 4 " PV Assembly Dead Load W-PV, 30 psf Net Wind U lift at Standoff T_-actual 353 Ibs — — P - — m Uplift Capacity of Standoff T-allows 500 Ibs Standoff Demand Ca city , ,DCR ,a�. 7� x - 70.6% _ x. �' X-Direction Y-Direction Max Allowable Standoff Spacings Portrait 48" 66" Max.AllowableLLCantilev_er ��_Portraitr 20 Standoff Configuration Portrait Staggered . ; MakStandoff-Tributary Area ° " Trib �` "^22 sf' v PV Assembly Dead Load W-PV 3.0 psf Net Wi d Uplift at Standoff____-___ T-actual - r777392 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca paci s_ r D C R 7 7 V 78 5% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MPS Member Properties Summary MPS n Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System Pro erties San 1, lw> k+ 9.82 ft P Actual D °' 5.50'• Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofina Material i _.Com Roof San 3 " A _ 8.25 in. A2 Re-Roof No San 4 S. 7.56 in.A3 Pl wood Sheathin fo 1i 010 Q 1,49 _.' Yes w °. � " "iS an 5� 0,, h 4io,o r °>I, .20.80 i"n A Board Sheathing None Total Span 10.98 ft TL Defl'n Limit 120 Vaulted Ceiling H No PV 1 Start 3.33 ft `" Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.08 ft Wood Grade #2 Rafter Slope" ` " .��a "w �4 300 <IT art , PV 2 Start,� �, w� � - Fb � � 875 si Rafter Spacing 16"O.C. PV 2 End F„ 135 psi To Lat Bracing:- ffi Full PV 3 Start E 1400000 si Bot Lat.Bracing At Supports PV 3 End Em;,, 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 Psf x 1.15 11.5 sf 11.5 sf PV Dead Load 'PWDL ,"`3.0 sf,. x 11.15 - 15 psf ,"r. Roof Live Load RLL 20.0 psf x 0.85 17.0 psf n Live/Snow Load<~ LL SL�'1Z k {--t30.0 sf 4 x U7,,. J x�0.52 23.1 psf 15.6 sf . . Total Load(Governing LC I TL 34.6 psf 30.6 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)p9; Ce=Ct=is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL. + CL - CF Cr D+S 1.15 1.00 0.63 1.3 1.15 r Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 41 psi 1.2 ft. 155 psi 0.26 Bending + Stress `"` �760 psi v ", 6.1 ft " -° "' 1504 psi £P �r 0.51 Governs ` '10. Bending - Stress -66 psi 1.2 ft. -949 psi 0.07 Total Load Deflection..v ; ,, sA.... »: 0.38 in. 360 . . 6.1 ft.h. ,.. s1.13 in. 120 0.33 Bending + Stress 1 760 psi 1 6.1 ft 1504 psi 1 0.51 Pass J it [CALCULATION OF DESIGN WIND-LOADS=MP5_ Mounting Plane Information Roofing Material Comp Roof _ PV System Type ; `. SolarCity SleekMountT" Spanning Vents No Standoff Attachment Hardware . a t Como Mount Tvpe C '­77, '' ` a. Roof Slope 300 Rafter,Spacing- k 16""'O.0 Framing Type Direction Y-Y Rafters NA s.Purlin Spacing � X-X Purlinsnly O ' � " ""° ' " "' ' z" ' - Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Onry NA :w St nding seammrapspac_inq SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind.Design,Method- - Partially/Fully_Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category s a b C 7 Section�6.5..6.3 - F Roof Style Gable Roof Fig.6-11B/C/D-14A/B i Mean Roof Height-' „ h # . ;., A .. tt e, 15 ft Section:6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0>« •_ _ a 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 u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down ,-"GC'` `w`" _" 0.87 k, ,.• R, • ,x = ,r„ Fig 6-1113/C/D-14A/B Design Wind Pressure p p= qh(GC) —Equation 6-22 Wind Pressure U -21.2 psf Wind Pressure Down 19.5 psf ALLOWABLE STANDOFF SPACINGS y X=Direction Y-Direction Max Allowable Standoff Spacing Landscape 64' 39 Max Allowable Cantilever — Landscapes �„ _ •, . , =r 24'- t. _ z y NA Standoff Configuration Landscape Staggered Max Standoff Tributary_Area- Trib - PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at.Standoff : .,. �•T-actual x Kw = -3441bs s 4 Uplift Capacity of Standoff T-allow 500 Ibs Standoff 159mand/Capacity DCR < 68.8% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66.'" Ca Max Allowable ntilever Portrait+ - "I"", 19" 11 1, L NI-A 4—, Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff actual `_' ' -430 lbs ,. _ - -- - Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci - DCR: 7 7_ = ; � , 861% 7 7.7. } a r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Me Parcel Application #r Health Division Date Issued !�V Conservation Division Application Fee (J Planning Dept. Permit Fee a Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address fs'D V.4.OPw•ekAZQ - Village 0wner7BeuerL1 Address/.>O4*wwll lk !ha/ Telephone .?OP•y.Z�-/PSp �y, ru,l�e � Dd?63Z. Permit Request iNJA!!sa/4*y �lcc1riG V4Ad'1S VAJ r og ow, jx;44 41 ds.ryeC��ed 6�PC"O' Slg*W T 6e iA;;ee re_oN1Ve-dd17 V1 A to t lcrl V _ Square feet: 1 st floor: existing — proposed 2nd floor: existing proposed Total new Zoning District 2FAr, Flood Plain "' Groundwater Overlay ^- Project Valuation A6OD0.00 Construction Type Alfer Lot Size Grandfathered: ❑Yes NA MT If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 0 O&Y Historic House: ❑Yes VNo On Old King's Highway: ❑Yes N$No Basement Type: ❑ Full --E]IU4wh ❑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: -a-GO/i4 -a-Oil - ❑ Electric ' ❑ Other =' Central Air: ❑-YtWA❑-No Fireplaces: Existin �p g — /b46w '- Existing wood/"coal stove:..rtU- -Y ❑No t Detached garage: ❑ exist' 'g g �►g-mew-size_Pool: ❑ exi�iry�j��vv size � Barn: ❑ exrsttn�l.i�ew r,9size_ Attached garage: ❑ existing mew, size _Shed: ❑ exisA new size = Other: UT -- = 4 'v Cj Zoning Board of Appeals Authorization ❑ Appeal # - Recorded ❑ m Commercial ❑Yes No If yes, site plan review # Current Use S�NgLe �iyr��Iy Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name &Xio ��� ' �,��.o►aG� �ory Telephone Number eP/6- 7�8� Address //o? Gr z4 License # C S,10764,3 C.,4ar»i,S A44 0R640 Home Improvement Contractor# Email AJ nit)LLE-1 fig? �sx�L,grlGrt7'Y.C a Worker's Compensation # 444 7d g DD66.?��Oo?fl ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ��.�.�-•, lfo�i DATE �.t7�Io/✓~ FOR'OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE y OWNER. DATE OF INSPECTION: FOUNDATION -., FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ; PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. { - i DocuSign Envelope ID:49BA3889-F2D2-468D-8F57-B9BOD13EA70B .11145OlafClt ® Power Purchase Agreement Here are the key terms of your SolarCity Power Purchase Agreement a Date: 3/z4/zo15 ,. ..- - .. ..� , ... -tee-... � �,�.. -:.._.�..�.�.�.✓ �-r---"^.-sa� r-�-.�.- ..�� - - . $0 1 -20 2■ 500P years System installation cost f Electricity rate per kWh , Agreement term t _ ..�r_ Our Promises to You ' • We insure, maintain,and repair the System(including the inverter)at no additional cost to you,as specified in the agreement. • We provide 24/7 web-enabled monitoring at no additional cost to you, as,specified in'the agreement. ►' • We warranty your roof against leaks and restore your roof at the end of the agreement,as specified in the agreement. • The rate you pay for electricity,exclusive of,taxes,will never increase by,more than 2,90%per year. • The pricing in this PPA is valid for 30 days after 3/24/2015. • We are confident that we deliver excellent value and customer service. As a result, you are free to cancel anytime at ' no charge prior to construction on your home. ' i Estimated First Year Production f 6 681 klMi ° st_ _ - Customer's Name Service Address& Se ce dd ess Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Beverly Schwartz 150 Warwick Way 150 Warwick Way i Centerville, MA 02632 Centerville, MA 02632 Options for System purchase and transfer: Options at the end of the 20 year term: • If you move,you may transfer this agreement to the purchaser of your SolarCity will remove the System at no cost to you. Home,as specified.in the agreement. You can upgrade to a new System with the latest solar • At certain times,as specified in the agreement,you may purchase the technology under a new contract. System. You may purchase the System from SolarCity for its fair • These options apply during the 20 year term of our'agreement and not market value as specified in the agreement. beyond that term. . You may renew this agreement for up to ten(10)years in two(2)five(5)year increments. 4 3055 CLEARVIEW WAY, SAN MATEO, CA 94402 888.SOL.CITY 1888.765.2489 SOLARCITY.COM MA HIC 1685MEL-1136MR. Document Generated on 3/24I2015 ■ ■ 643279 DocuSign Envelope ID:49BA3889-F2D2-468D,-,8F57-B9BOD13EA70B 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and I acknowledge that I have received a complete copy of this MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Power Purchase Agreement. YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Beverly Schwartz EXPLANATION OF THIS RIGHT. Docusigned by: 24. ADDITIONAL RIGHTS TO CANCEL. Signature: bu 5 � IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL Date: 3/24/2015 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 3/24/2015. If you Customer's.Name: don't sign this PPA and return it to us on or prior to 30 days after 3/24/2015, SolarCity reserves the right to reject this PPA,unless Signature: you agree to our then current pricing. Date: = JsolarCity. Power Purchase Agreement SOLARCITY APPROVED Signature: LYNDON RIVE, CEO (PPA) Power Purchase Agreement 'SO larCdy Date: 3/24/2015 0 0 Solar Power Purchase Agreement version 8.3.4 643279 L $ � x 3 M Yb { l k 4 � t 4 I- OWNLR AUTHORIZATION Job Ill; .(1 Location: /So ►�lAR G t Q t� i (}. ; � ffr 4 Le"�Ci ;..: �---- as Owner of the subject property hereby authorize SolarCity Corp—HIC 168572/ MA Lie 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. Vv SiApature of O e . Date: x9 ...E F 1 _ u A xz N . 2 Utu1 11 M3[1bcr0uan,MA 01752 T(888)SOL-CITY is(S08)460M18 $0LARCIMCOM (Ip)p4010r,Cott WAXTWIC00,778.0 MC<711014%,OCMS1110141&NlCF2 M �1�06Ap,N7 WGPIG?4H11 0R UC8 2E919S.fN U77it3;SlI T(%R 22006.�t150UtAC*4t�1 i „. I�, . . ',.. a ,':r- tba• _ a .-- a a ,'"`� ;� ',• F:, t g >y a*Z M' �;„�', TIR http:jiissglzr'intranztiprcpdata loekup.aspe �� �$ MechanicalPermitMassachusetts ' -__ _ --- _ _ W 1 "ale -!A,,- Fay o�r�tes>>���c�ls -He1p �-� - � � �Faauties Su ested cites 'r t�.�eb��ltce *`Oa PafGel'L©QICLIp! ge� . �`Ja efij! �� TOOIS T}n H . v f.. � �*d � � � �.. '�4' ,s^` ��1� � ;�+�" �.. �•y. ., i jai ws. ..'..W '4y �.,. �u�i��'iyN�^� � "��."'� '�':° �I i #ti "°' .� "?` �,c '�:,a 4.#" .t`"4 .t ....2 - { ..rah „ .. " a 1114"dfi - �ry ' '. Streeter r � i i' r,,'q �` - "` , .," °kt �.,,@fix ahx'^ � ;a-�� •' l as 'AR M i �! All Villages IFF ., r 01 1.S ' �_. � "�' �,�,-k k �, � SeCX�46eY.� � '4,ti,.�•� �v.,. �#° A ,,U � i I<Prev Next> Page 1 Of 1 Rows/Page: { ., ': 7 '•',�. c au. , _qt ^.,.. .:,.&e e, ',c..'.," P;,+ ?i „^,rk x•� a .:s:;' 1 � I 148-095 150 WARWICK WAY SCHWARTZ, BEVERLY M CEN 1784 148095 I j .�.��— � L©cal intr'an 't� 15.a: (1 I. �w1�1 ," Start gain System Menu;TO Apphcattonnfry-Munr.,. F?arcel Lookup-4findo�i.., Application Entry.rhiuni.r: Mass:Corpora tlans,ext.,. i 12`45 PM ;. lJ /fiG t/I✓"//E/!/W� �!�'���/%/4f•V �/4C!L/`�/��WI(/( ' Office of Consumer ,AAffai and.Business Regulation Y' 10 Park Plaza - Suite.5170 Boston, Massachusetts 42116 Home Improvement Contractor Registration ' Registration: 168572 Tvpe: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 CRAIG ELLS 3055 CLEARVIEW WAY SAN MATEO,CA 94402 Update.Address and return card.Mark reason for change. Q Address � Renewal C...� Employment . Lost C ;C�rT$-GAS r5 :'dRA•(?at�dlil/0`�12k(/} J '_` Office of Consumer Affairs&Business Regulation License or registration valid for individul use only `HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to. Office of Consumer Affairs and Business Regulation Registration: 168572 Type- 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLD 2UNI r��• 7 ?w ITi ALBOROUGH,MA 01752 na Undersecretary h'ot vali without signature . t{;tft °AiiariitrncrsGtll� �L�t��rlr.��l ik� .�,�tttc�. '��rf�tp ��-J''' :�rzar�a�1 ©��al�i��►�} +'�c����i.►Itpels��r�1 a.,»u;l►�►z . . • tntt•ttN,Ix.M *SlYttfllact ,. �tt:dmsd CS-107663 CRAIG ELLS t._ .. . 206 BAKER STREET E Keene iYH. 63431 " 08129/2017. C� Office of Consumer Affairs/and Business Regulation -� 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 NILA MILLER — --"�- ---- 3055 CLEARVIEW WAY ------ - SAN MATEO, CA 94402 - -- Update Address and return card.Mark reason for change. SCA T C, 20M-Mll1 Address ❑ Renewal ❑ Employment E] Lost.Card ---OMce of Consumer Affairs&Business Regulation License or registration valid for individul use only J +k before the expiration date. If found return to: SOME IMPROVEMENT CONTRACTOR p Office of Consumer Affairs and Business Regulation k Registration: 168572 Type: 10 Park Plaza-Suite 5170 * ` Expiration: 3/8/2017 Supplement t;ard Boston,MA 02116 SOLAR CITY CORPORATION NILA MILLER 24 ST MARTIN STREET BLD 2UNI ITAAhLBOROUGH,MA 01752 Undersecretary Not valid without signature The Commonwealth of Massachuseits ". Department of Industrial Accidents s 1 Congress Street,Suite 100 w Boston,MA 02114-2017 www.mass gov/dia n Al-orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. :. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly. Name (Business/Organization/Individual): SolarCity Corporation Address: 3055 Clearview Way City/State/Zip: San Mateo, CA 94402 Phone#: 888-765-2489 ,r Are you an employer?Check the appropriate hex: Type Of project(required)* ~ 1.®I am a employer with 9000 employees(full and/or part-lime)* ' 7. ❑New construction 2.❑1 am a sole proprietor or partnership and have no employees working`fol.me in 87 R•emode ling .any capacity.[No workers'comp.insurance required.] ,. 3.3 l am a homeowner doing all work myself[No workers'comp.insurance required.]t 9. ❑Demolition - 4•n I am a homeowner and will be Kirin contractors to conduct al!coot:on in 10 Building addition S y property. I.wi11 ensure that all contractors either have workers'compensation insurance or are sole. I I.[]Electrical repairs Or additions' proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have.employees and have workers'comp.insurance.t- 13011oof repairs G.❑We are a corporation and its officers have exercised their right of exemption per M&c. 1 4.❑-Z Other solar panels 152,§1(4),and we have no employees.[No workcrs'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit:indicating such. (Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have + - employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. . 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy'and job site information. Insurance Company Name: Liberty.Mutual Insurance Company Policy#or Self ins.Lic.#; WA766DO66265024 Ext)iration Date: 9/01/2015 Job Site Address: 150 Warwick Way .ity�StatPr%i�: Centerville, MA `•' Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). , Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,560.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a. day against the violator.A copy of this statement maybe forwarded to the Office of Investigations of the D1A for insurance ' coverage verification. 1 do hereby certify under tha�ninc and penalties of perjury that the information provided above is True and correct Signature: I Date: 4 27 2015 Phone#: 781-816-7489 Ofcial use only. Do not write in this area,to be completed by city or town o ciaL . p City,or Town: Permit/License# Issuiing Authority(circle one): a. . 1. Board of Health 2.Building Department 3.CityMwn Clerk".�4.Electrical Inspector' 5.Plumbing Inspector t 6. Other,.. , Contact Person: Phone#: MMID AC40 O CERTIFICATE F LIABILITY INSURANCE °A'�`oans201412014 "Y' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. .THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: MARSH RISK&INSURANCE SERVICES PHONE FAX 345 CALIFORNIA STREET,SUITE 1300 Al o Ext• AIc No CALIFORNIA LICENSE NO.0437153 Nf-A - SAN FRANCISCO,CA 94104 INSURER(S)AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-14-15 INSURER A:Liberty Mutual Fin;Insurance Company 16586 INSURED Ph(650)9635100 INSURER B:IJbelly Insurance Corporation 42404 SolarCity Corporation INSURER C:NIA N/A 3055 Ciearview Way INSURER D: San Mateo,CA 94402 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: SEA-002440269M REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. WSR TYPE OF INSURANCE ADOL SUB POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MWDD MMfDD A GENERAL LIABILITY TB2-061-066265-014 09/01/2014 09/01/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED-- X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ ,00'�0 IT CLAIMS-MADE OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000.000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000;000 X POLICY X PRO-JECTLOCI Deductible $ 25,000 A AUTOMOBILE LIABILITY AS2-661-066265-044 09/01/2014 09/01/2015 COE.MBED INocidED SnllINGLE LIMIT , 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X LX NON-OWNED PReOPPEERTTYDAMAGE $ HIREDAUTOSAUTOS X Phys.Damage COMP/COLL DED: $ $1,000 1$1,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B. WORKERS COMPENSATION WA7-06D-066265-024 09/011201 09/0112015 X WC STATU- OTH- AND EMPLOYERS'LIABILITY QY LIMITS B ANY PROPRIETOR/PARTNER/EXECUT11 YIN WC7-661-066265-034(WI) 09/01/2014 09101/2015 1,000,000 OFFICERIMEMBER EXCLU E.L.EACH ACCIDENT $ DED? B (Mandatory in NH) NIA WC DEDUCTIBLE:$350,009 E.L DISEASE-EA EMPLOYE .$ 1,000,000 if yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,B more space is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Gearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Mannolejo 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD J Version#43.1 100; SolarCity ...., . , HOF Y0.R0 AN April 20, 2015 r y No.4 7 Project/Job# 026989 A RE: CERTIFICATION LETTER T OVAL Project: Schwartz Residence Digita y Yoo Jin Kim 150 Warwick Way Centerville, MA 02632 Date: 015.04.20 11:31:48 �' 07'00' To Whom It May Concern, ,. , t 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 - - MP1: Roof DL = 10.5 psf, Roof LL/SL =.23.1 psf(Non-PV Areas),.Roof LL/SL = 15.6 psf(PV Areas) ' - MP4: Roof DL = 9 psf, Roof LL/SL = 23.1 psf(Non-PV Areas), Roof LL/SL ='23.1 psf(PV Areas) x; - MP5: Roof DL = 10 psf, Roof LL/SL = 23.1 psf(Non-PV Areas); Roof LL/SL= 15:6,psf-(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss 0.19069 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead. load, PV assembly load, and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from x' PV modules have been reviewed and determined to meet or exceed,structura I strength requirements of the MA Res. Code, 8th Edition. Please contact me with any questions or concerns regarding this project: _ Sincerely, Yoo Jin Kim, P.E. , Professional Engineer Main: 888-765.2489,x5743 email: .yMm@solarcity.co'm 3055 Clearview Way San Mateo,CA 94402 IT(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA CSI.B 888104,CC;EC 8041.CT HIC 0632778;CC,HIC 71101406,DO HIS 71/01488,W CT-20790,MA HIC'168572,MD MHlO.128848,NJ 13Vh106160600, .• ••' ' OR COB 160493,PA 077643:Tx'fDCR 270b6;WA CGt_.SOC.ARC'01907,O 2013 SolorOity.All nglria reseryad.- - - t 04.20.2015 i Version#43.1 o ;SOlar� t ® , PV' System Structural + � Design Software PROJECT INFORMATION ..&TABLE OF CONTENTS Project Name., . Schwartz Residence� � AHJ: Barnstable Job Number: 026989 Building Code: MA Res. Code, 8th Edition Customer wartz,jl3_Name. _ Schev_erly Based On: ��� {RIRC 2009%IBC SF—' Address:Address: 150 Warwick Way A5CE Code: ASCE 7-05 /State: Centerville �MA _ Risk Category: de ____ _ II Zip Code 02632 Upgras Req'd? _ No Latitude/Longitude: _41 6-67972 �70.374174;__,_ SC Officer Cape Cod PV Designer: Yonah Sorin Calculations: Kevin Houn —EOR: Yoo Jin Kim P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinuty 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.:19069 < 0.4g and Seismic Design Category(SDQ = B < D 1/2-MILE VICINITY MAP #F �&9931&assGIS, CoMMonwe'alth ic�-Rcle' ncv 150 Warwick Way, Centerville, MA 02632 Latitude:41.667972, Longitude: -70.374174,Exposure Category:C t , STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 ; Member Properties Summary MP1 Horizontal Member Spans Rafter.Properties Overhang 0.74 ft Actual W 1.50" Roof System Properties span 1 12.54 ftt v 2 Actual D = 7:25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Com °Roof t IS pan 3 A 10.88 in:A2 Re-Roof No San 4 S. 13.14 in.A3 Plywood Sheathing Yes' " '.Span 5 .11 47.63 in.^4 Board Sheathing None Total Span 13.28 ft TL Defl'n Limit 120 Vaulted Ceiling No. PV 1 Start- ' -1.50.ft .Wood Species, k SPF -, Ceiling Finish 1/2"Gypsum Board PV 1 End 11.58 ft Wood Grade #2 Rafter Sloe 300 . PV 2 Start 74 Fb , 875 psi Rafter Spacing 16"O.C. PV 2 End R, 135.psi Top Lat Bracing Full- n PV 3 Start ' ' E " 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading Summary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load. DL 10.5 psf x 1.15 12.1 p§f 12.1 psf PV Dead Load PV-DL T ry3.0 psf Y x 1.15' `" "15 psf, Roof Live Load RLL 20.0 psf x 0.85 17.0 psf. Live/Snow Load LL/SL1,2 30.'O.psf ;x 0.77 "Ix 0.52 23.1'psf 15.6 psf ; Total Load(Governing LC TL 35.2 psf 31.2 psf ' Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Ct)(IS)p9; Ce=Ct=IS=1,0 Member Design Summary (per NDS) Governing Load Comb CD `CL + CL CF Cr D+ S 1.15 1.00 10:42 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 34 psi 0.7 ft. 155 psi 0.22 Bending + Stress 743 psi -7 1 ft. * 1389 psip ; k, '0.53 "(Governs)" Bending - Stress -16 psi 0.7 ft. -587 psi 0.03 Total Load Deflection 0.46 in. 378' 7.0 ft. €` °" `' 1.45'in.'` 120` g$ 0.32" Bending + Stress 743 psi 7.1 ft 1389 psi 0.53 Pass • „ ' r [CA_L-`CULATION OFDESIGN WIND LOAD_S - MP1 Mounting Plane Information Roofing Material Comp Roof PV,System_TypeSolarCity SleekMou_ntTM Spanning Vents No Standoff. Attachment Hardware Comp Mount Type Roof Slope 300 Rafter Spacing. 4 E� ., _, .� �-,�- •-, � s � .- �_._� Framing Type Direction Y-Y Rafters Purlin,Spacing_ _X-X,Purlins Only, F NAB Tile Reveal Tile Roofs Only .._____ NA Tile Attachment System Tile Roofs Only__ _ Y ,;nNA Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind_Design_Method_,,._ g,....... Pa_rtially/Fully Enclosed Method ._... .. ._._ Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category. . k Section 6.5.6.3— Roof Style Gable ..Roof �__� Fig.6-11B/C/D-14A/B Mean Roof Height h ' 15 if:w Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factors 1.00 Section 6.5.7 - - �- - Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 3 __ 1.0 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 G u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GCD'Down 0.87 «; Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure U „ -21.2 psf Wind Pressure Down 19.5 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing_ Landscape 64" 39" Max Allowableble Cantileyer . - Lands ape 24" �, DNA __ev _ Standoff Confi uration Landscape Staggered Max_Stando_f(Tributa_ry,Area , , ,. Trib � 18 sf PV Assembly_Dead Load W-PV 3.0 psf R Net Wind Uplift at Standoff . � > � T 344 actual . - bs 1 Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity x u DCR « :3. : 68.86,0;0 . 'r ion 'r i n X Di ect Y-Di ect o Max Allowable Standoff Spacing Portrait 48" _ 66" _ Max Allowable Cantilever= rait ' 19" „< NA n Port Standoff Configuration Portrait Staggered Max,Standoff TnbutarynArea `" Trb " �` �' 22`sf PV Assembly Dead Load W-PV .3.0 psf Net Wind U lift at Standoff T-actual 430 lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff.Demand/Capacity DCR _ 1 86.1% `° LOAD ITEMIZATION - MP4_ PV System Load PV Module Weight(psf) _ 2.5 psf Hardware AssemblyWeight(psf) " .'r, 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description_ MP4 _ Existing Roofing Material - .�� Comp Roof' ( 2 Layers) _,___5.0 psf Re-Roof - -- ---- No' -- Underlayment __ _ _ Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board'Sheathing____ __ _ _None Rafter Size and Spacing —�~ _ 2 x 4 _@ 24,in.O.C. 0 7 psf Vaulted Ceilingm. No „r - . �. � TM„ Miscellaneous Miscellaneous Items 1.3 p sf Total Roof Dead Load 9 psf MP4 9.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf. Table 4-1 MemberTributaryArea­ _ _At..... ...._ < 200 Roof Slope 6/12 Tributary Area Reduction _ R1 _ 1 Section 4.9 Sloped Roof Reduction R2 0.925 Section 4.9 Reduced Roof Live Load Lr 4 L-0(Ri)(R2) Equation 4-2 Reduced Roof Live Load Lr 18.5 psf(MP4) 18.5 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load pg 30.0 psf ASCE Table 7-1 71 7— Snow Load Reductions Allowed? Yes ' .a Effective Roof Slope 250 Horiz.,Distance,fro_m,Eve,to Ridge Snow Importance Factor IS - 1.0 Table 1.5-2 Partially Exposed Snow Exposure Factor Ce ,fir-. 1'A a # ' Table 7 2 - Structures kept just above freezing , Snow Thermal Factor � Ct 1 i Table 7-3 Minimum Flat Roof Snow Load (w/ pf_m_° ". 23.l;psf �� 7.3:4&7.10 Rain-on-Snow.Surcharge),_.d___�__ - -•- ----- ---- - ` f mine. E 7,3-1 . Flat Roof Snow Load .pf pf= 0.7(Ce) (Ct) (I) pg; pf>_ P- q: 23.1 psf 77% ASCE Design Slop—e—d—R—oo-f Snow Load Over Surrounding Roo Surface Condition of'Surroundin C f All Other..Surfaces g Roof s.f00_ 1.0 Figure 7-2 Design Roof Snow Load Over Ps-roof= X-roof)Pf ASCE Eq: 7.4-1 Surrounding Roof PS fO°f 23.1 sf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Unobstructed Slippery Surfaces Surface Condition of PV Modules CS_PV 1.0 Figure 7-2 Design Snow Load Over PV PS-PV_ (CS-P„)pf ASCE Eq: 7.4-1 Modules ps P" 23.1 psf 77% I Simpson Strong-Tie Truss: MP4 ProjectName: 026989 Component Sol utionsTM Date: 4/20/2015 11:16:36AM Truss Page: 1 of 1 Version:5.12.1[Build 51 Span Pitch Qty OHL 01-IR CANT L CANT R PLYS Spacing WGT/PLY 28-6-0 6/12 I 1-2-0 1-2-0 0-0-0 0-0-0 1 24in 96lbs • 30-10-0 1-2-0 7-4-12 - 6-10-4 - 6-10-4 7-4-12 7-4-12 I 14-3-0 I 21-1-4 28-6-0 I 44- 3 12 12 61 �6 1x4\ 1A/ 2 4 �n ro - 0 3x6- 3x6- ,�. - 1 5 9 10 8 7 6 3x4- 3x5- 3x4- 0-0-0 0-0-0 9-8-3 9-1-11 i9-8-3 9-8-3 - 18-9-13 .. 28-6-0 Loading General CSI Summary Deflection 11 (loc) Allowed Load (psf) Bldg Codc: IBC 2012/ TC: 0.79(1-2) Wri TL: 0.49 in L 1684 (6-7) L/180 Roof Snow(Ps): 23.1 psf TPI 1-2007 BC: 0.99(8-1) Wit LL: 0.35 in L/951 (6-7) L/240 TCDL: 9(11is) Rep Mbr Increase: .Yes Web: 0.18(3-8) Her.TL: 0.06 in 5 BCLL: (1 D.O.L.`. 115% - Creep Factor.Ker=1.5 BCDL: 6 Plate Offsets(Jnt:X.Y.Ang): (1:34,2-5.0.) (2:0-0 3-15,56.) (3:0-0,3-15,0.) (4:04)(3.15.56.) (5:34 2-5,0.) (6:0-0,3.8.0.) (7:04),I-12.0.) (8:0-0 3$(1.) Reaction Summary 1T Type Bm Combo Big Width Material Red Big Width Max React Max Grav Uplift Max MWFRS Uplin Max C&C Uplift Max Uplin Max Horiz I-Pin(Wall) 1 3.5 in Spruce-Pine-Fir 1.97 in 1.259 Ibs - - - - 0 Ibs 5 H Roll(Wall) 1 3.5 in Spruce-Pine-Fir 1.90 in 1,210 lbs - - - - 0 lbs Material Summary Bracing Summary TC SPF 42 2x4 TC Bracing: Sheathed or Pudins at 2-11-0,Partin design by Others. BC SPF N2 2x4 BC Bracing: Sheathed Webs SPF 42 2x4 Loads Summary 1)This truss has been designed for the effects due to 10 psf bottom chord lire load plus dead loads. 2)This imss has been designed for the effects of a balanced design snow load(Ps=23.1 psf)for hips/gables in accordance with ASCE7-10 except as noted,with the following user defined input:23 psf ground snow load(Pg). NOTE:All flat/sloped roof factors It—been ignored and the Bound snow load has been used for the roof snow load(Ps=Pg),DOL= 1.15. 3)This truss has not been designed for the effects ofunbalanced snow loads. 4)In addition to the snow loading specified on this drawing,this truss has also been designed for a rool'Inc load(TCLL)oft)psf. 5)Minimum stomp attic loading in accordance with IBC Table 11607.1 has bcen applied Load Case Ell:Std Dead Load Distributed Loads Member Location I Location 2 Direction Spread Stan Load End Load Tnb Width Top Chd -0-5-0 11-7-0 Down Rake 3 psf 3 psf 24,in Member Forces Summary Table indicates:Member ID,mxx CS1,max axial force.(max comp[force ifdiffewnt fiom max axial force) TC 9-1 0,111 36 Ibs 2-3 0.628 -1.849 lbs 4-5 0.723 -2026 lbs 1-2 0.792 -2 092 lbs 34 0.570 -1,809 lbs 5-10 0.110 35 lbs BC 56 0.962 1,740 lbs 6-8 0.887 1,177 lbs 8-1 0.987 1,7911bs Webs 2-9 , 0.174 495 lbs 3-6 0.166 675 lbs 3-8 0.178 724 lbs 4-6 0.158 449 lbs Notes: 1)When this truss has been chosen for quality assurance inspection,the Plate Placement Method per TPl 1-2002/A3.2 shall be used.Cq=1.17. 2)Bearingmaterial shown in the xbonc table has only been checAed for resistance perpendicularto(lain,and does not indicate adequacy ofmatenal farotherdesign considerations. NOTICE Acopy ofthis design shall be famished to the erection contmcto[The design of this individual truss is based on design criteria and requirements supplied by thcTmss Manufacturerand relics upon the accuracy Simpson Strong-Tie Company and completeness ofthe information set forth by the Building Designer.A seal on this dmwingindicates acceptance of pmfessional engineeringresponsibilily solely for the truss component design shown.Sec the cc= page and the"Important Information&General Notes"page foradditional information.All connectorplates shall be manufactured by Simpson Strong-Tic Company,Inc in accordance with ESR-2762.All conneclor plates are 20 gauge,unless the specified plate sin is followed by a"-18"which indicates an 18 gauge plate,or"S#18",which indicates a high tension 18 gauge plate. [CAi:cuiATION-OFbESIGN WIND LOADS - MP4 Mounting Plane Information Roofing Material Comp Roof SolarCity SleekMountT"' u PV System Type m ; Spanning Vents —_---_ No Standoff Attachment Hardware _ 'A Comp Mount Type C 3. 7 7, T 77, Roof Slope 250 Rafter Spacing 0 f - Framing Type Direction Y-Y Rafters Purlin Spacin -011 g _�._ _ __ _ X-X,Purlins Only,; 'L ,, NA Tile Reveal Tile Roofs Only NA -- _ Tile Attachment System Tile Roofs Only' ________° NA Standin Searn/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,D signMethod Partially/Fully Enclosed Meth_o_d Basic Wind Speed V a 110 mph _ Fig. 6-1 _ _ Exposure Ca9ry�te o C' Section 6.5.6.3 - - - Roof Style. Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height I h I15 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 Table 6-4 �..� _ Importance Factor I 1.0 Table 6-1 qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Velocity Pressure qh .22.4 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G (Down) _ 0.45 Fig.6-118/C/D714A/B Design Wind Pressure p p qh(GC,) Equation.6-22 Wind Pressure U -19.5 Psf Wind Pressure Down 10.0 psf ALLOWABLE STANDOFF SPACINGS s X-Direction Y-Direction Max Allowable Standoff.Spacings Landscape - 72" 39" Max Allowable Cantilever.__Lands Landscapes 24' N A ' Standoff Confi uration - Landscape Staggered Max Standoff Tributa_ry•Ar_ea Trib_j 20Rsf •. y ., , PV Assembly Dead Load W-PV 3.0 psf. ` Net Wind Uplift at Standoff act ual_.__-r^ - w -353,Ibs Uplift Capacity of Standoff T-allow 500 Ibs y ,StandoffDCR 470.6%Demand Ca aci - �:, � � ��;_ _.�, 7. 777 = „ 777. .. - X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48 66" Max Allowable Cantilever„ - Portrait 20" NA Standoff Configuration Portrait Staggered - Max Standoff_Tributary-Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind_Up ft at Standoff T-actual -392 Ibs - -- - - Uplift Capacity.of Standoff T-allow 5001 Standoff Demand/Capacity I DCR I78.5% n . I STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK-,MPS Member Properties Summary MPS Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties :aS an 1 €. 9.82 ft Actual D 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin Material ik, - , qe, ACom Roof YS an 3 t ' A 8.25 in.^2 ,. Re-Roof - No San 4 S. 7.56 in.^3 Plywood Sheathing° ^n . 4. Board Sheathing None Total Span 10.98 ft TL Deffn Limit 120 Vaulted Ceilin °' W No x` PV 1 Start 3.33 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.08 ft Wood Grade #2 Rafter Slope M -m -," 300 . PV 2 Startn -7m r Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F. 135 psi Top Lat Bracing "" 'Full "r' " § PV 3 Start" x "` N� ` E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.15 11.5 psf 11.5 psf PV Dead Load PV-DL 3.0 psf x 1.15 3.5 psf Roof Live.Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load, . h. LL SLI,Z 30.0,psf. _.., x 0.77 1 x 0.52 23.1 psf 15.6.psf Total Load(Governing LC TL 1 1 34.6 psf 30.6 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=Ct=IS=1.0 Member Design Summary(per NDS) Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.63 1.3 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity, DCR Shear Stress 41 psi 1.2 ft. 155 psi 0.26 Bending + Stress °' 74 V :4 760' sip ,, 6.1,:ft. V._ _1504 psi 0.51 Governs Bending - Stress -66 psi 1.2 ft. -949 psi 0.07 Total Load Deflection 0:38 in. 360 " ^ 6.Pft. �,1.13iin. 120 _ 0.33 Bending + Stress 760 psi 6.1 ft 1504 psi 0.51 Pass • I [CALCULATION OF DESIGN WIND16ADS,MP5 Mounting Plane Information Roofing Material Comp Roof -- ___----. .— . __._, . PV System_Type_�� �_ SolarCity SleekMountT"" Spanning Vents No Standoff Attachment Hardware Comp Mount Tvpe C Roof Slope 300 Rafter-Spacing._ _ _ - 16"O.C. ..�. Framing Type Direction Y-Y Rafters Purlin,Spacing_ , � _ _ _X-X,Purlins Only NA Tile Reveal Tile Roofs Only NA - Tiile Attachment-System _ Tile Roofs Only �. NA Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code _ ASCE 7-05 Wind Design Methods Part ly/Fully�ndosed Method - Basic Wind Speed V 110 mph - Fig. 6-1 Exposure_Catego_ry_ x C _._ _:, s.Section 6.5.6.3 __ Roof Style Gable Roof, Fig.6-11B/C/D-14A/B L e _ _ 15 sr ft _` _ Mean Roof Height • - h • �. pp "' �� '� � Sectio'�6 2� Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt r ;,, 1:00_ � Section'6.5.7 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)(V-2)(I)22.4sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U G -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GCv([ow.) £. V 0.87' ' Al' 9 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure U „ -21.2 psf Wind Pressure Down 19.5 Psf < ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever _ Landscapes __ 24" 7 Standoff Configuration Landscape Staggered Max Standoff Tributa-ry_Area �Trib' : 18 sf' PV Assembly-Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-aactual 344�Ibs` Uplift Capacity of Standoff T-allow 500 Ibs Stand em off Dand Ca aci DCR' 68.8% _. X-Direction_ Y-Direction Max Allowable Standoff Spacing_ Portrait , 48' 66" Max Allowable Cantileyer_ Portrait - 19" NA .. Standoff Configuration Portrait Staggered Max Standoff_Tributary Area Trib _ 22 sf x PV Assembly Dead Load W-PV 3 0 psf Net Wind Uplift at Standoff _ .: _Tactual .: , ' -430 Ibsj T : i 4x , Uplift Capacity of Standoff T-allow 500 Ibs DCR' ,. h � t ,� 86.1%wP` Standoff-Demand Ca aci = 4' � r - � - 77 1 _ Town of Barnstable Permit: 4�97� S Regulatory Services ate_ A oFt"e►gyti Richard V.Scali,Interim Director os Building Di��ision Fee: • BAB'`STABLF� Tom Perry, Building Commissioner y MACR 8 J 1639. 200\Main Street; Hyannis,MA 02601 �fD MAC� �i1���.town.barnstable.ma.us - Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT Owner: r k Phone: 6- y 1' 19'>s Install at: jSn 41,,,ay')6x! j Village: Map/Parcel: ( Date: b Stove .f` Z New Used07) _` B. ype: Radian Circulati" CD I. C. Manufacturer: Lab.No. D. Model No.: C i New/Existing (If existing,please note date of last cleaning B. ue Size Lo" EI C. Are other appliances attached to Flue? f)D D. Pre-fab Type and Manufacturer_ E. Masonry: Lined/Unlined .. Hearth _ A. Materials: —T`I. !- 1 vv B. Sub Floor Construction: Installer \�6*\ Name: � �oml'o &�e Address:1,0, �X)x A40 R)-bo1idt 0\01 03� Phone: C 9a __S!IS Location of Ins llation: 1-10, H.I.0 Registration# ja4$5(j Construction Supervisor#(,- OR check_Homeowner Installing;no licenser wired LICENSED INSTALLERS SIGNATURE: / APPLICANTS SIGNATURE: ' APPROVED BY: Please make checks pdyable to the Town o Barnstable `This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Q:fonns:stove Rev I I/4/13 . _ Y The Commonwealth of Massachusetts Department of Industrial Accidents r Office of Investigations 1 Congress Street,Suite 100 Boston,.AL4 02114-2017 www.tnass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): SANDWICH CHIMNEY SWEEP, INC. Address: POST OFFICE BOX 90 City/State/Zip: SANDWICH, MA 02563-0090 Phone#: (508)888-5114 Are you an employer?Check the appropriate box: 4. 1 am a general contractor and 1 Type of project(required): 1.IN I am a employer with L4 ❑ 6. ❑New construction employees(full and/or part-time).' have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition workingfor me in any capacity. employees and have workers' y P n'• 9. Building addition [No workers' comp.insurance comp. insurance. ❑ required.) 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.[]Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152;S1(4),and we have no employees. [No workers: 13.❑■ Other comp.insurance required.] 000) S1RtmB *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub contractors and state sshether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. lam an employer that is providing workers'conipensation insurance for nits employees: Below is the policy and job site information. Insurance Company Name:ATLANTIC CHARTER INSURANCE CO. Policy#or Self-ins.Lic.#:WCV01032500 Expiration Date: 08/28/2014 Job Site Address: 15(�t,> is 1Plt1t�(4I,1 City/State/Zip: mlooAte h)AOa 3-_3 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section.25A of MGL c.152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. . I do hereby cert un.er g i► 'and pe►nalties ojperjurJ that the infornnutio»provided uboveis line and correct. Sisnature: Date: t Phone#: 5088885114 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle-one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: L 4/21/2U1: .:2• A`: 3=O.N: ..sr`. Hest In.urance Arency, Inc. TO: 50?4'.7T57 PA6ff7: 002 OF 002 /!C'�A�lJ� J^ I t IBC. DATE(MMIDDNYPn C40 C:RTIFI��TE ®r LIABILITY INSURAN "E 081202014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED:the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer tights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACTLaura J MIIrp)ry HART INSURANCE AGENCY,INC. Nor` 243 MAIN STREET r l o (508)759-7326 luc.No;(508)759-7366 PO BOX 700 E�1al'- Imurphyachartinsurenceagency:com a®Bess: BUZZARDS BAY,MA 025320700 iNSUR=_R(S.AFFORDING COVERAGE I NAIC4 INSUR=RA: MAX SPECIALTY INSURANCE I 20079 INSURED SandvAch Chimney Sweep - �NSJ1 Rs: ATLANTIC CHARTER INSURANCE.COMPANY 44328 PO Box 90 San&Ach.MA.02563 INISJR Rc INSURER D: . INSURERE.[. INSURER F: ) COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE.BEBN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTYATHSTANOWG ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OF.MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOYM!MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRI hADULItRASKI 1FODMN Y I.PO CY EXP LTR rye OF INSURANCE INSR VND POLICYLABER A. MMro LIMITS.. A GEIlFRALLIAMITY SCO060025001396 10/092013 10/092014 EACH nCCU F g 1,000,000 jj Dn 11 NT- y 4'�3h?AEF,tii=i Gc.N:=rctL L1-.JLf%f P odlx�fEsaccu S"rs) IS 100:000 ?�}t, PSED aXp(.Any viz msca) 5 5.000 I F P=Ra07•lsl3,�Dl'I;<JJ:1' 1,000,QQ0 GEIJE:A:L A>sn GATE Is 2.000.000 PF:co m J�1.iP!nP Acc 1.;000.000 AUTDIAOfiIL=LIASIUTY �.vP7 .H rJS Nv>Lc UNJI I J_1 Air:QITO BOL y o'ET) y CHECULED (A:U7CS ( ((.ANITO.,VAINED 60CrLY IHJL�!{P�•accir.rq I> ( k Hlr^._J 4!38 t AllTOn 1 r1r-'et10 I`a f! Is 11 LAIBRELLALIAB II �f owirr, EACHOCCU3R ICE Is EXCESS LIAR C A ASi4ALt( Cr.'EGATE is 1 t CED l RETE,,TION e I"> g IWORKERSCOMPENSATION WCV01153100 05/132014 05A32015 •'I'-;iu. OF •-) AND ENIPLO ISW LIABILITY Y I N }rRix�F1 �. -,TINE 'EiEA.T+J'rc f N i NIA EL-•Ci Al: i-V IT x SQO.QQQ 0 =;N .�?EXQ-V-EG? 1 - (6nda`cry in N" E..L.GSEASE-FA,EMPLOYE .a" 500,000 4s d=c roa-n'rr£ --.IFI !N 'gPEF:CTICRNSt�n� EI_DSE.AZEMIsr 500,000 D=SCRJPnONOF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,AdNtlonal RemaFs-Schedule,irmcre space is regWred) Operations as performed by Terms&Conditions in the policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis.,Ma.02601 AU HIORIZED REPRESENTATIVE 1 O 1988-2010 ACORD CORPORATION. All rigtYs reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD t j: I Of ice ol'Coiso incr Affairs&Business Regulation 'HOME IMPROVEMENT CONTRACTOR R egistration: 120859 Type: & � 'Expiration: 3/12/2016 Private Corporatit CSFA-058557 SANDWICH CHIMNEY SWEEP,INC. KEITH A CLIFF Po BOX 90 KEITH CLIFF SANDWICH NIA-02563 28 EMERALD WAY FORESTDALE,10A 02644 Undersecretary 02127/2015 -COiyiiUi0 E Lnil()F SHEET METAL WORKERS R-1 IlilliTIII AS A MASTER-UNRESTRICTED ISSUES THE ABOVE LICENSE TO: #2722 i 0111VINE SWEET 'EIT1­1 A CLIFF Valid TbrLj 28 -EMERALD WAY It,Z� � June FOREST-DALE t4 A 0 2 6 Ci 4- 5 3 01- 2015 111088 02/28/15 330094 6:.111dwich C11111111cy svv(;c;p S:wtlwich, NIA. Restr icted 0110-and rivo-kinli d%VC11,IIN 111"s 01' "Iccessory bulldlino, dieforo, jrrespecjlvj�.af'size. License ur i-eg ist I.a ti oil N,alitl Iul.ill(liviclul use ul),v belure the ex piratiuu date. if ound J.ctul'll to: "",'onsullic" 1 10 Palk Plaza-suite 5170 B(Isl0n,INIA 0211(, Failure 10 pcis Oss a current Lditiclij Of E110 MaSSachuSetjs State Bu"("nt!COdF is cause for revocation of this license. f0l'DPS ticonainginfolination visit: )Out sieJlatul-e CSIA Code of Ethics 1-41 14 —Ac'.-Amd'v Ina, an n SIn: Jen 10a x -,I ounla rl- -'xt Lj tli�I.-. ov*-�- rtz; f thu islot-m ---an aj.;v.,wj!= trmrov tnt a +If E 4 I rtr-.man.lartwe.toll adx an' w,14.pz�lm,i an��an. I�-& ant! INS y0kif —011 01' 0 ::radar:n", cnw.n.;aAc--&nnn;iaiivi e,To n1i=]I in a Uc"- 3116 -Z—anl U a'.0 yanaanon in tha zrnlnneiM-.a-m ma"i T,aj.wl-Lji.- f Town of Barnstable Regulatory Services BA.RNv MASS. $ Richard V.Scali,Director i639• �0 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize d W C to act on my.behalf, in all matters relative to work authorized by this building permit application for. ISa �1f��arccP� �t Q26? (Address of job ' r '`Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and'accepted. Signature Owner Signature o pphca.nt Print Name Print Name Date Q:FORMS:O WNERPERMI3SIONPOOLS Town of Barnstable Regulatory Services P�oF rolcyy Richard V.Scali,Director Building Division t IARNSTAEM Tom Perry,Building Commissioner MASS. 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER': name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner" shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is reqnired shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor, Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in ,,your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 f WAN r FYI i _ i r _ 150 Warrick Way, Centerville 12/19/2007 4 L. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION J Map Parcel q� 'Application# l"( Health Division Date Issued'. Conservation Division Application Fee Tax Collector Permit Fee Treasurer 1f °� -. Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address l 5—U t#-- WWry Village Owner +ice i 4A& t �f .&C-/ c1 } _G� Address Telephone 6 qu Per m it Re est Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. f Dwelling Type: Single Family,, Two Family ❑ Multi-Family(#units) t-- Age of Existing Structure 30 Historic House: ❑Yes O1Vo On Old King's Highway: ❑Yes -O`No Basement Type: O'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:,LdGas ❑Oil ❑ Electric ❑Other o Central Air: 21'S'es ❑No Fireplaces: Existing New Existing wood/cods ove: es No f n Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑e5*king ❑4tew size Attached garage ,existing ❑new size De x 33 Shed:❑existing ❑new size Other: ,' ca a Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ c� fl° Commercial ❑Yes /JFlrNo If yes, site plan review# ----4-Current Use` Y — -- -- Proposed Use � BUILDER INFORMATION _ fume D Telephone Number /049tm Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE f FOR OFFICIAL USE ONLY x t " APPLICATION# s DATE ISSUED v . MAP/PARCELNO. x ADDRESS VILLAGE OWNER { 7 F ` DATE OF INSPECTION: FOUNDATION FRAME INSULATION ` FIREPLACE t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL z FINAL BUILDING ela(0�2(olty l DATE CLOSED OUT ASSOCIATION PLAN NO. e The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street �< Boston,MA 02111• wlvw.mass.gov/dia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A licant Information Please Print Le •'bl Name(Business/Organization/Individual): bot<: Address: 1;D /t L6 2- City/State/Zip I F- -���� +""� Phone.#: Are you an employer?Check the appropriate bog: :Type of project(required):. 1.❑ I am a employer with 4. ❑ I am a general contractor and I * have hired the sub-contractors 6• ❑New construction. employees(full and/or part-time). Remodeling 2.❑ I am a'sole proprietor or partner- listed on the attached sheet: 7. ❑ g ship and have no employees These sub-contractors have 8. (]Demolition employe6g and have workers' 'working for me in any capacity. 9.VBui1dJmj addition ' [No workers comp.insurance.comp.insurance 10.❑•Electrical repairs or additions required.] 5. ❑ We are a corporation and its 3 I am a homeowner doing all work . officers have exercised their 11.❑Plumbing repairs or additions ' myself.[No workers' comp. right of exemption per MGL 12,❑Roof repairs insurance.required.]t c. 152, §1(4),and we have no ] employees, o workers' 13.❑ Other � ees. [N y • . comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners,who submit this affidavit indicating they are doing all work and then hire outside contractors mutt submit a new affidavit indicating•such. $Contractors that check this box mutt attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must provide their worker'comp.policy number. I ant an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site' information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address- City/State/Zip: Attach a copy of the workers' compensation policy declaration page•(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK•ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the MIA for insurance coverage verification. I do hereby c Mify un er the i a p Wallies of perjury that the information provided above,is true and correct. Signature, Date: a /. Phone# Official use only. Do not write in this area, to be completed by city or town offtciaL City or Town: ' .Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing In 6. Other Contact.Person: Phone#: y c•'a v 7 i g1{ ldi �.Ali t � t tip; i .j , `>p..�,•. i i � I I k7 � � I 1 1 � I i� I I � ' !i�I� IIr! � i �i III I � iI _i� — I ;- � i t ! I I t � Jtl Vi1 I. j �. . ' f✓ 1 � _. t t f b v'S tf l 1 t9� f- _ , i .-...,..._. _ ....... _- .._....... _..- t Ii 1 � o 11 a I i I .._..__._._.«_.,-.:__ .....:........ .. :........ ...... ........... - .-............. .......-..._ .,. _ f ......_... /ter ......--_... _.—.... -• r �h i . ... ... PPP - 5 4 - ._.., - 1,. I � I P ..._.. • j 3 — __•— -. — _ - .._._ --; —. _— —__ _— .._ .— _.ate__'-_. , •_-....._._. .:- i� ,�...... /r ._.-...- ' ' •;fir f .l:.,-� --. .__._ - f : Nj i • t i' r I I 1 i i i I . ' _... ' 1 — ------ - _ ............ s , 4 i - '- - -- - 1� . 5 _S jj• ...._ .- .�_-.�,.__,__-'. .: ...__--. ._ __ _ _ ...__• _ _ ... 1r• . i p THE Town of Barnstable � Tp� Regulatory Services BARNsrABLE, Thomas F.Geiler,Director Y MASS. g i639• ,0 Building Division. TEn �s Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us p Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION / n Please Print DATE:- JOB LOCATION:_numb��er street village villayg�e "HOMEOWNER':N(C(-i+� A 6-0 B I of LL l name home phone# work phone# CURRENT MAILING ADDRESS: �� l///+�W,L- , city/town state zip code The current exemption-for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures, A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and re qu irements Signature of Homeown L' Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1;1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would loth a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fom✓certification for use in your community. Q:forms:homeexempt pUZHEt Town of Barnstable Regulatory Services B"MAsS. i Thomas F.Geiler,Director 1639. ,�� AlFol,,,orp Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this ding permit application for: (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit-please complete the Homeowners Licens Exemption Form on the reverse side. Q:FORMS:OWNERPERMISSION TOWN'OF BARNSTABLE BUILDING PERMIT APPLICATION Map ` P&rcei- "' IC Permit# 91 S53 Health Division � o a—(70�, - Date Issued ,Q }r 00 Conservation Division a 1= L9 C j 7 Application Fee n Z2o,�q at Tax Collector (/ Permit Fee Treasurer 1l 1 - __ : ,` - -•.-. �m- . , -,j? 000l Planning Dept. ¢- paSTING SEPTIC SYSTEM Date Definitive Plan Approved by Planning Board UMITEDTO._3,__; OF BEDROOMS Historic-OKH Preservation/Hyannis Project Street Address 04LWI GlL Wy Village /LI'L Owner =GC f Address Telephone 0 Z$0 Permit Request Square feet: 1 st floor: existing proposed Aq 2nd floor: existing proposed Total new er i Zoning District Flood Plain Groundwater Overlay ` Project Valuation Construction Type W®-Od b4,1f� Lot Size R Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 7 Historic House: ❑Yes )&No On Old King's Highway: ❑Yes X No Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) d Basement Unfinished Area(sq.ft) P 6 0 Number of Baths: Full: existing _ — new Half: existing new Number of Bedrooms: existing I new / or Total Room Count(not including baths):existing new First Floor Room Count �o Heat Type and Fuel: `Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes �6% Fireplaces: Existing _ New Existing wood/coal stove: ❑Yes XNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing Cl new size Attached garage:Vexisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use tL�KhG BUILDER INFORMATION Name �'�LN ���s%• r D G� Telephone Number �D 5 yJy SGD Address P0 i ,/ License# 0� qa D?i�r Home Improvement Contractor# Or ' S Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �3 SIGNATURE DATE I FOR OFFICIAL USE ONLY - PERMIT NO. DATE ISSUED MAPTPARCEL NO. !=ESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 2- FRAME I -4 - W INSULATION . t S FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH I= FINAL GAS: ROUGH � FINAL x FINAL BUILDING yNy.... v } DATE CLOSED OUT 0 ASSOCIATION PLAN NO. t UuI—U0—ZUU4 WED 02:33 PM MARK SYLVIA. INSURANCE ■"� 5084209227 .■ P. 01/03 h QEWr FIC;ATE OF PRODUCER �- LIABILITY INSURANCE MARK Sl LVIA INSURANCE AGENCY 508-428-044p T OATEIMM/DD/yyyy 969 MAI STREET HIS CERTIFICATE IS IS SLI AS A MATTER OF 10/06/2004 ONLY AND CONFERS NO RIGHTS UPON INFORMATI01 OSTERVI LE MA 02655 HOLDfrR, THIS CERTIFICATE DOES NOT AMEND,p CERTIFICATI ALTER THE COVERAGE AFFODOFq H , EXTEND OF 1 � THE POLICIES BELOW I MSUREO.......,.. ! — INSURERS AFFORDING COVERAGE G EATER HARWICH CO INSURER A: FAR I NAIC .t. NSTRUCTION M FAMILY CASUgLTY INSURANCE P BOX858 �.wsURFH5: H RWICHPORT, MA 02646 INsuRERi;. INSURER D:- .._.... .. COVERAGES . INSURER E.' " THE POLICIES F INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ANY REQUIRE ENT. TERM OR CONDITION OF ANY CONTRACTBY OR OTHER DOCUMENTABOVE FOR THE POLICY PERIOD 1NDICATEp,.NO POLICIES.AG REGATE LIMITS SHOWN OW HE POLICIES DESCRIBED HEREIN S SUBJECT RESPECT TO WHICH T TWITHSTANDING INaR []b' _ H N MAY HAVE BEEN REDUC ED BY PAID CLAIMS, TO ALL THE TERMS. S CERTIFICATE MAY EXCLUSIONS AND CONDITIONS ISSUED GENER/LLIABILITY I POLICY NUMBER POLICYEFFECTiVE ITIONS OF SUCH (I � POLICYBXPIRATION•I� I C I MERCIALGENERALI_IABILITY !2001X0482 I LIMITS O6/03/2pp4U(J�6/03/200�5EACH OCCURRENCE I CLAIMS MACE I X i OCCUR I! DAMAGE TO RENTEDI$C..NTRACTO,RS ......s(Ea PREMISEX.'A• VANTAGE SPECIAL I MEDCXP(Anyonepersonj $ _.5r•.000 GEN'LA �PERSONAL&,gp •'•""' I CREGATELIMITAPP VINJURY LIESPER:I $ PROr I --• i I GCNERALAGGRCGATE PO lOC ICY i 2,000,000 ' i PRODUCTS..COMPlop ACC I $ Au7oM<aILE uaaam ... 1 I ' I )AN Au7o ,000,000 I I - I Al. OWNEDAUTOS I I COMOING0S INGLELIMII(Ea aocldanr)SCh EDULCOAUTOS I. • y ._ -I_ HIR DAUTOS I 'BODILY INJURY I I I (Perparznn) NO )OWNED AUTO" I __. I $ - j DODILYINJURY i (P r accidr�nq i 5 ' I IPRTYDAMAGE GARAGE LIABILITY OPCR 1 I I (Parocci 1) 3 .. _ _I AN AUTO Ty I I I AUTOONLY>CAACCIDENT •3 I RXCESS/ MBRELLA L_IABIury OTHER THAN CA ACC $ aUTOONLY; """' IOC tinf AGO g IAIMB MADE EACH OCCURRENCE DE )CTIBLFI � ;I AGGREGATE .... ... ..... .. ... RET NTION S . WORKERS CO ENSATION AND f A EMPLOYERS'U UILITY ANY PROPRICTtR/PARTNER/EXECUTIVE 200IW6324 I O6/Z4/ZOO4 WOfiI'ATU QTH> OFFICER/MEMO'R EXCLUDED? 05/08/20 5" TO ACM IDE,T i I/yes,daeeriha u dar I E.L.EACHC N EF? - — SPECIAL PROV IONS below - 500,000 I OTHER I E.L.,DISEASE EA BMPLOYGE 8 DISEASE r POLIQyLIMIT $ SOO,000 I I 500 000 I_ a CRIPTIONOFOPE TIONS/LOCATIONS/VEHICLE3IEXCLUSION5ADDED CARPENTRY BY ENDORSE MENT/SPECIAL PROVISIONS CERTIFI_CATS H LDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION GR A/TER HAR1N►CH CONSTRUCTION CO, LLC DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL F (508)432-4707 NOTICE TO THE CERTIFICATE HOLDER NAmg,,0., - 30.- DAYS WRITTEN —IMPOSE NO OBLIGATION / 'Z �'�2FY.'BUT FAILURE 70 DO 90 SHALL OR LIABILITY OF ANY KIN {q REPRESENTATIVE.$, I r TK'E IN�uREfl�IT.9�GEryTS OR : _ l AUTHORIZED REPRESE ACORDD 25 NTATIVE / 1 (2p 08) a C PO RA ION 79B8 Received Time Oct 6 ., 12:49Phd The Commonwealth of Massachusetts u Department of Industrial Accidents offfce Vadyest/oat/oos _ 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit location hone# city ❑ I am a homeowner performing all work myself. ❑ I am a sole rietor and have no one workin in ca achy workers co ensation for my employees working on this job.:::::::::::?}:::}}::?::{,;::::}:?,}:}::.,.}•A,,•: }::.: an rovidin mP ::::::::...... ...::.:::::.:::......t.::.::.:..: r.......:.:..:.............r::.:.:'.>:•;;;;:.}.::.:}':::.i'....::.:<:}:.:.:::.,:.:.�.:::..::. 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Failm a to secure coverage as required under Section 25A of MGL 152 can lead to the impos�n of criminal penaltin of a fine up to S1,sm.00 and/or one yam+ u re coveeat as 3 reell u ed penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand(bat a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby c fy under the pains d penalties of perjury that the information provided above is true and a red - _� Die z �� o� - -- Signature • • � phone# .�0 Print name official u9E only do not write in this area to be completed by city or town official city or town: perndttiicense# ❑Building Depantntent ❑Licensing Board onse is required ❑Selectmeres Office ❑checkif immediate resp q ❑Health Department contact person: phone 9; ❑Other. 4rYi&ed 9l95 PJfa Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their- employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a Icense or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitherthe commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants ' Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and ss and phone numbers along with a certificate of insurance as all affidavits maybe supplying company names, addre submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and �:. date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the`law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill the permit cense number which will be used as a reference number. The affidavits may be retariR io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Once of investigations 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 f Town of Barnstable Regulatory Services BMAW.AANSTABLF4$` Thomas F.Geiler,Director 4'AIEOMpr& Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: /k/j/D) Estimated Cost COS Address of Work: w j�Cu icV_ Owner's Name: 4tcl/ G Date of Application: 7i )/q/0 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as,the agent o er: 2�51 q Dat4 C tractor Name Registration No. OR Date Owner's Name A r Q:forms:homeaffidav RESIDENTIAL. BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 03'9 E. e4 x�03't= square feet x$96/sq.foot= j oo� plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from,below(if applicable) ACCESSORY STRUCTURE>120 sq.ft >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= $ ------------- x. 32 10576 X.,001.1 (0,33 , STAND ALONE PERMITS , Open Porch x$30.00= (number Deck x$30.00 Fireplace/Chimney _x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 lus above if applicable) tv ozz6 ' � ee Permit F projcost f�HE, Town of Barnstable ; Regulatory Services s Thomas F.Geiler,Director MASS 163 p,•� Building Division TomPerry, Building commissioner . 200 Main Street, jjyannis,MA 02601 www.town.b arnstable;ma-us ffice: 508-862-4038 ' Fax- 508-790-6230 ' Property Owner Must Complete and Sign This Section If Using ABuilder as owner of the subject property hereby authorise::•.�/� ut � '�i f,� C to act on my behalf, in all matters relative to work authorized bythis bundin$permit application for. (Address of Job) t S' Owner at Print Name �e "VBuil ing.Regula 'nand Standards Board o One Ashburton PlaCe - Room 1301 Boston. Massachusetts 021108 Registration Home Improvemenntractor I _= 519 Registration: 142Lia r Type: Ltd Liability Partnership si�75( y .6- Expiration: 4/7/2006 Grater Harwich Construction Co. LLCi :A a William Shelley, Jr. = 565A Route 28 _ ,� MA 02646 = Harwichport, Lost card Update Address and return cLa_lr E P�yme t n�fjor change. "-Lsl"v Address Renewal ` ' License or registration valid for individul use only Board of Building Regulations and Standards before the expiration durations and Standardif found return s I HOME IMPROVEMENT CONTRACTOR Board of Building Regulations 1301 ! �'� one Ashburton Place Registr�t+ 1425 Boston,Ma.02108 xprratron 467F2006 Iif e Ltd Liability Partne hip Grater Harwich Conscrrlction CaiC William Shelley,Jibz p � l G pA,.� _ Not valid witho t signature 565A Route 28 �:,,�S� . Harwichport,MA 02646 Administrator f �� �; ';✓fie-�an7zazu�ea�i ^p✓l/�zauac�uc�el�: i: I a, I #, BUAKD OF1BU,ILDING REGULATIONS License INSTRUCTION.SUPERVISOR Number:-CS 086268 - ryes:t2lQ5k2006 Tr.no: 86268 it y1FILLIAIWI>NI SHE 40 PO BOX 858 �z ' HARWf . RT, Wi 02646` Administrator I I i I I ;I I I j i I I I i i i i Roof Beam[2003 International Building Code(01 NDS)I Ver:6.00.7 .1 By:Jay Malaspino,CAD Designs on: 11-01-2004: 10:03:39 AM Project: SHELLEY-location:beam at m bedroom for trusses Summary: (2) 1.5 IN x 9.25 IN x 5.5 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 114.4% Controlling Factor:Section Modulus/Depth Required 6.32 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.02 IN=U2960 Total Load: TLD= 0.04 IN=U1825 Reactions(Each End): Live Load: LL-Rxn= 825 LB Dead Load: DL-Rxn=- 514 LB Total Load: TL-Rxn= 1339 LB Bearing Length Required(Beam only,support capacity not checked): BL= 1.05 IN Beam Data: Span: L= 5.5 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof- RP= 0 : 12 Live Load Deflect.Criteria: L/ 240 Total Load Deflect.Criteria: L/ 180 Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 12.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 7 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 5.5 FT Beam Uniform Live Load: wL= 300 PLF Beam Uniform Dead Load: wD_adi= 187 PLF Total Uniform Load: wT= 487 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 135 PSI Modulus of Elasticity: E= 140000b PSI Stress Perpendicular to Grain: Fc_perp= _ 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1107 PSI Adjustment Factors: Cd=1.15 Cf=1.10 Fv': Fv'= 155 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 1841 FT-LB 2.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 964 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 19.95 IN3 S= 42.78 IN3. Area(Shear): Areq= 9.31 IN2 A= 27.75 IN2 Moment of Inertia(Deflection): Ireq= 19.52 IN4' r" ' 197.86 IN4 Roof Beam[AISC 9th Ed ASD 1 Ver.6.00.7 Bv:Jay Malaspino,CAD Designs on: 11-01-2004: 10:03:51 AM Project:SHELLEY-Location:roof beam over living room Summary: A36 W 10x22 x 19.5 FT Section Adequate By: 78.3% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.21 IN Live Load: LLD= 0.31 IN=U757 Total Load: TLD= 0.52 IN=U454 Reactions(Each End): Live Load: LL-Rxn= 3169 LB Dead Load:' DL-Rxn= 2116 LB Total Load: TL-Rxn= 5285 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.66 IN Beam Data: Span: L= 19.5 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 0 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof Loadinq: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 13.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Beam Self Weiqht: BSW= 22 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Lenqth: Ladj= 19.5 FT Beam Uniform Live Load: wL= 325 PLF Beam Uniform Dead Load: wD_adj= 217 PLF Total Uniform Load: wT= 542 PLF Properties for:W10xL2/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= .10.17 IN Web Thickness: tw= 0.24 IN Flanqe Width: bf= 5.75 1N Flange Thickness: tf= 0.36 IN Distance to Web Toe of Fillet: k= 0.66 IN Moment of Inertia About X-X Axis: Ix-- 118.00 IN4 Section Modulus About X-X Axis: Sx= 23.20 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 1.52 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 7.99 Allowable Flanqe Buckling Ratio: AFBR= _ 10.83 Web Bucklinq Ratio: WBR= 42.38 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controllinq Unbraced Lenqth: Lb= _ 0.0 FT Limitinq Unbraced Lenqth for Fb=.66*Fy: Lc-- 6.07 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: h/tw= 39.38 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 25762 FT-LB Nominal Moment Strength: Mr- 45936 FT-LB Controllinq Shear: V= 5285 LB Nominal Shear Strength: Vr= 35148 LB Moment of Inertia(Deflection): Ireq= 46.76 IN4 1= 118.00 IN4 Multi-Span Floor Beam[2003 International Buildinq Code(01 NDS)I Ver:6.00.7 By:Jay Malaspino,CAD Designs on: 11-01-2004: 10:04:02 AM Proiect: SHELLEY-Location: master bedroom girder rear new Summary: (2) 1.5 IN x 9.25 IN x 24.0 FT(12+12)/#2-Spruce-Pine-Fir-Dry Use Section Adequate By:27.7% Controlling Factor:Section Modulus/Depth Required 8.19 In Laminations are to be fully connected to provide uniform transfer of loads to all members Left Span Deflections: Dead Load: DLD-Left= 0.02 IN Live Load: LLD-Left 0.13 IN=U1106 Total Load: TLD-Left= 0.15 IN=U936 Center span Deflections: . Dead Load: DLD-Center 0.02 IN Live Load: LLD-Center- 0.13 IN=U1106 Total Load: TLD-Center- 0.15 IN=U936 Left End Reactions(Support A): Live Load: LL-Rxn-A= 1403 LB Dead Load: DL-Rxn-A= 668 LB Total Load: TL-Rxn-A=: 2071 LB Bearing Length Required(Beam only,support capacity not checked): BL-A 1.62 IN Center span Left End Reactions(Support B): Live Load: LL-Rxn-B= 1650 LB Dead Load: DL-Rxn-B= 514 LB Total Load: TL-Rxn-B= 2164 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 1.70 IN Center span Right End Reactions(Support C): Live Load: LL-Rxn-C= 1403 LB Dead Load: DL-Rxn-C= 668 LB Total Load: TL-Rxn-C= 2071 LB Bearing Length Required(Beam only,support capacity not checked): BL-C= 1.62 IN Dead Load Uplift F.S.: FS= 1..5 Beam.Data Left Span Length: L1= 12.0 FT Left Span Unbraced Length-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom 12.0 FT Center span Length: L2= 12.0 FT Center span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center span Unbraced Length-Bottom of Beam: Lu2-Bottom= 12.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Left Span Loading: Uniform Load: Floor Live Load: FLL-1= 40.0 PSF Floor Dead Load: FDL-1= 10.0 PSF Floor Tributary Width Side One: Trib-1-1=. 2.75 FT Floor Tributary Width Side Two: Trib-2-1= 0.0 FT Beam Self Weight: BSW= 7 PLF Wall Load: Wall-1= 0 PLF Total Live Load: wL-1= 110 PLF Total Dead Load: wD-1= 28 PLF Total Load: wT-1= 144 PLF Point Load Live Load: PL-1= 825 LB Dead Load: PDA= 514 LB Location(From left end of span): X-1= 0.0 FT Center span Loading: Uniform Load: Floor Live Load: FLL-2= 40.0 PSF Floor Dead Load: FDL-2=. 10.0 PSF Floor Tributary Width Side One: Trib-1-2= FT Floor Tributary Width Side Two: Trib-2-2= 0.0 FT Beam Self Weight: BSW= 7 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 110 PLF Total Dead Load: wD-2= 28 PLF Total Load: wT-2= 144 PLF _ Point Load Live Load: PL-2= 825 LB Dead Load: PD-2= 514 LB Location(From left end of span): X-2= 12.0 FT .Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: - Fv= 135 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Page:2. Mult�Span Floor Beam[2003 International Building Code(01 NDS)1 Ver.6.00.7 By:Jay Malaspino ,CAD Designs on: 11-01-2004: 10:04:02 AM Project: SHELLEY-Location: master bedroom girder rear new Fb'(Compression Face in Tension): Fb'= 930 PSI Adjustment Factors:Cd=1.00 CI=0.97 Cf=1.10 Fv': FV= 135 PSI Adiustment Factors:Cd=1.00 Design Requirements: Controlling Moment: M= -2596 FT-LB Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1,2 Controlling Shear: V= 978 LB At a distance d from the right support of span 1 (Left Span) Critical shear created by combining all dead loads and live loads on span(s) 1,2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 33.51 IN3 S= 42.78 1N3 Area (Shear): Areq= 10.87 IN2 A= .27.75 IN2 Moment of Inertia(Deflection): Ireq= 64.38 IN4 1= 197.86 IN4 Mufti-Span Roof Beam[AISC 9th Ed ASD 1 Ver.6.00.7 By:Jay Malaspino , CAD Designs on: 11=01-2004: 10:04:08 AM Proiect: SH,ELLEY-,Location: beam over master bedroom Summary: A36 W8x18 x 23.75 FT(9.2+ 14.5) Section Adequate By:71.0% Controlling Factor:Moment Left Span Deflections: Dead Load: DLD-Left= -0.01 IN Live Load: LLD-Left= -0.03 IN=U4027 Total Load: TLD-Left= -0.03 IN=U3502 Center span.Deflections: Dead Load: DLD-Center- 0.06 IN Live Load: LLD-Center- 0.11 IN=U1515 Total Load: TLD-Center- 0.18 IN=U971 Left End Reactions(Support A): Live Load: LL-Rxn-A= 1357 LB Dead Load: DL-Rxn-A= 520 LB Total Load: TL-Rxn-A= 1876 LB Design For Uplift Loads(Includes Uplift Factor of Safety) Rxn-A-min= -217 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-A= 0.63 IN Center span Left End Reactions(Support B): Live Load: LL-Rxn-B= 5022 LB Dead Load: DL-Rxn-B= 3292 LB Total Load: TL-Rxn-B= 8314 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-B= 0.63 IN Center span Right End Reactions(Support C):: Live Load: LL-Rxn-C= 1997 LB Dead Load: DL-Rxn-C= 1247 LB Total Load: TL-Rxn-C= 3244 LB Bearinq Lenqth Required(Beam only,support capacity not checked): BL-C= 0.63 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Lenqth: L1= 9.25 FT Left Span Unbraced Lenqth-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 9.25 FT Center span Length: L2= 14.5 FT Center span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center span Unbraced Length-Bottom of Beam: Lu2-Bottom= 14.5 FT Pitch Of Roof: RP= 0 : 12 Live Load Deflect.Criteria: U 240 Total Load Deflect.Criteria: U, 180 Left Span Loading: Uniform Load: Roof Live Load: RLL-1= 25.0 PSF Roof Dead Load: RDL-1= 15.0 PSF Roof Tributary Width Side One: Trib-1-1= 13.0 FT Roof Tributary Width Side Two: Trib-2-1= 0.0 FT Beam Self Weight: BSW= 18 PLF Wall Load: Wall-1= 0 PLF Total Live Load: wL-1= 325 PLF Total Dead Load(Adjusted for Roof Pitch): wD-1= 195 PLF Total Load: wT-1= 538 PLF Center span Loading: Uniform Load: Roof Live Load: RLL-2= 25.0 PSF Roof Dead Load: RDL-2= 15.0 PSF Roof Tributary Width Side One: Trib-1-2= 13.0 FT Roof Tributary Width Side Two: Trib-2-2= 0.0 FT Beam Self Weight: BSW= 18 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 325 PLF Total Dead Load(Adjusted for Roof Pitch): wD-2= 195 PLF Total Load: wT-2= 538 PLF Properties for:W8x18/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E_ 29000 KSI Depth: d= 8.14 IN Web Thickness: tw= 0.23 IN Flange Width: bf= 5.25 IN Flange Thickness: tf= 0.33 IN Distance to Web Toe of Fillet: k= 0.63 IN Moment of Inertia About X-X Axis: Ix-- 61.90 IN4 Section Modulus About X-X Axis: Sx= 15.20 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web` rt= 1.39 IN Design Properties per AISC Steel Construction Manual Flange Buckling Ratio: FBR 7.95 J Page:2 Multi-Span Roof Beam(AISC 9th Ed ASD I Ver:6.00.7 Bv:Jay Malaspino,CAD Designs on: 11-01-2004 : 10:04:08 AM Project:SHELLEY-Location: beam over master bedroom Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 35.39 Allowable Web Bucklinq Ratio: AWBR 106.67 Controllinq Unbraced Lenqth: Lb= 14.5 FT Limitinq Unbraced Lenqth for Fb=.66*Fv: Lc= 5.54 FT Limitinq Unbraced Lenqth for Fb=.6*Fv w/Cb: Lu= 9.85 FT Moment Gradient Bendinq Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1-6: F1-6= 10.73 KSI Allowable fb per ASD Eqn F1-7: F1-7= 10.85 KSI Allowable fb per ASD Eqn F1-8: F1-8= 14.68 KSI Elastic Limit of ASD Eqn F1-6: EL1-6= 13.79 FT Allowable Bendinq Stress: Fb= 14.68 KSI Web Heiqht to Thickness Ratio: h/tw= 32.52 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M -10873 FT-LB Over left support of span 2(Center Span) Critical moment created by combining all.dead loads and live loads on span(s) 1,2 Nominal Moment Strength: Mr-- , 18593 FT-LB Controllinq Shear: V= 4650 LB At left support of span 1 (Left Span). Critical shear created by combining all dead loads and live loads on span(s) 1,2 Nominal Shear Strenqth: Vr- 26960 LB Moment of Inertia(Deflection): Ireq= 11.48 IN4 1= 61.90 IN4 BOLSE- BC CALCO 2003 DESIGN REPORT - US Monday, November 01,200410:07 Double 1 3/4"'x 11 7/8" VERSA-LAMO.3100 SP File Name: Shelley.BCC:RB01 Job Name: Description:roof beam over master bedroom Address: Specifier: Jay Malaspino City,State,Zip:DENNIS,Ma. Designer: Customer: Company: CAD Designs Code reports: ICBO 5512, NER 629 Misc: (508) 398-4144 �0 12 Standard Load-25 psf 1 15 psf Tributary 13-0"0 ' -, �' Y.5 �,s ,_sty-� �r���s�--..,. t.. .e Y =;:�$ ..=`d.-��:x__. �•_ �r: t � � �3. .�i, t� - r.� '. 3 :w,e_.�.... _ .' _ 09-06-00 14-03-00 BO B1 B2 1389.lbs LL 4985 Ibs LL 1968 Ibs LL 552 Ibs DL 3170 Ibs DL 1186 Ibs DL Total Horizontal Length-23-09-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 23-09-00 Live 25 psf 13-00-00 115% Member Type: Roof Beam Dead 15 psf 13-00-00 90% Number of Spans: 2 Left Cantilever: No Controls Summary Right Cantilever. No Control Type Value %Allowable Duration Load Case Span Location Moment 10497 ft-lbs 42.9% 115% 2 2-Left Slope: 0/12 Neg.Moment -10497 ft-Ibs 42.9% 115% 2 1 -Right Tributary: 13-00-00 End Shear 2628 lbs 28.4% 115% 5 2-Right Cont.Shear 3999 lbs 43.3% 115%. 2 2-Left Total Load Defl. U561 (0.305') 32.1% 5 2 Live Load Defl. U860(0.199') 27.9% 5 2 Live Load: 25 psf Total Neg. Defl. -0.056" 7.4% 5 1 Dead Load: 15 psf Max Defl. 0.305" 20.3% 5 2 . Partition Load: 0 psf Duration: 115 Notes Disclosure Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1.5")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-112". who would rely on the output as Minimum bearing length for 61 is3". evidence of suitability for a Minimum bearing length for B2 is 1-1/2".. particular application. The output Member Slope=0,consider drainage_ above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design Products must be in accordance Member has no side loads. with the current Installation Guide and the applicable building codes. :Connectors are: 16d Sinker Nails To obtain an Installation Guide or if you have any questions,please call a=2„ d (800)232-0788 before beginning b=3„ b product installation. =4" a BC CALC D, BC FRAMER®,BCIO, d 12" BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAMM, C VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTM';. � VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade.Corporation. Page 1 of 1 M BC CALCO 2003 DESIGN REPORT - US Monday, November 01,200410:07 NOME Double 1 3/4" x 11 W8" VERSA-LAMA 31.00 SP File Name: Shelley.BCC:FB02 Job Name: Description: Address: Specifier: Jay Malaspino City,State,Zip`. DENNIS,Ma. Designer: Customer: Company: CAD Designs Code reports: ICBO 5512, NER 629 Misc: (508) 398-4144 Standard Load-40 psf 110 psf Tributary 01-04-00 BO B1 1522 Ibs LL 861 Ibs LL 814 Ibs DIL 454 Ibs DL Total Horizontal Length-07-06-00 General Data Load Summary Version: US Imperial ID Description Load Type, Ref. Start . End Type . Value Trib. Dur.. S Standard Load Unf.Area Left 00-00-00 07-06-00 Live 40 psf 01-04-00 100% Member Type: Floor Beam Dead 10 psf 01-04-00 90% Number of Spans: 1 1 p.l.from kitchenConc.Pt. Left 02-06-00 02-06-00 Live 1983 Ibs n/a 100% Left Cantilever. No Dead 10801bs n/a 90% Right Cantilever. No Controls Summary Slope: 0/12 Control Type Value _ %Allowable Duration Load Case Span Location Tributary: 01-04-00 Moment 5590 ft-Ibs 26.3% 100% 2 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% End Shear 2258 Ibs 28.1% 100% 2 1 -Left Total Load Defl. U1930(0.047") 12.4% 2 1 Live Load: 40 psf Live Load Defl. U2963(0.03') 12.1% 2 1 Dead Load: 10 psf Max Defl. 0.04T' 4.7% 2 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verged by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as .Minimum bearing length for 131 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building Connection Diagram code-accepted design properties Consult project design professional of record or BOISE technical representative for connection design and analysis methods. Installation Member has no side loads. of BOISE engineered wood Concentrated loads are not considered in side load analysis. products must be in accordance with the current Installation Guide Connectors are: 16d Sinker Nails and the applicable building codes. To obtain an Installation Guide or if a=2" d. you have any questions,please call b=3" b (800)232-0788 before beginning c=4„ 8 product installation. d=12" BC CALCO, BC FRAMERS,BCIO, BC RIM BOARD rm, BC OSB RIM C BOARDTM', BOISE GLULAM rm, VERSA-LAMA,VERSA=RIMO; VERSA-RIM PLUS@, I VERSA-STRAND'rm, VERSA-STUD@,ALUOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 i BC CALC®2003 DESIGN REPORT -US Monday, November 01,2004 10:07 Double 1 3/4"'x 11718 VERSA-LAM®3100 SP File Name: Shelley.BCC:F601 Job Name: Description:flush beam over kitchen Address: Specter: Jay Malaspino City,State,Zip:DENNIS, Ma Designer: Customer. Company: CAD Designs Code reports: ICBO 5512,NER 629 Misc: (508) 3984144 Standard Load-20 psf l 10 psf Tributary 13-00-00 w 'c y -7`} v sM` •-' 2. "H x"`, ..ry, -�- sr` � s�r �,. d .nr �e- ,.'r''_zr.� BU 131 1983 lbs LL 1983 Ibs LL 1080 Ibs DL 1080 Ibs DL Total Horizontal Length-15-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.. S Standard toad Unf.Area Left 00-00-00 15=03-00 Live 20 psf 13-00-00 100% " Member Type: Floor Beam Dead 10 psf 13-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever. No Control Type Value %Allowable Duration Load Case Span Location Moment 11677 ft-Ibs 54.9% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% Tributary: 13-00-00 End Shear 2665 Ibs 33.2% 100% 2 1 -Left Total Load Defl. U366(0.5") 65.6% 2 1 Live Load Defl. U565(0.324') 63.7% 2 1 Max Defl. - 0.5" 50.0% 2 1 Live Load: 20 psf Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1").Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 131 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Consult project design professional of record or BOISE technical representative for connection design above is based upon building Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are:16d Sinker Nails of BOISE engineered wood Products must be in accordance a=2„ d with the current Installation Guide b=3" b and the applicable building codes. c=4„ a To obtain an Installation Guide or if d=12" you have any questions,please call (800)232-0788 before beginning product installation. C BC CALC®, BC FRAMER®, BCI®; BC RIM BOARDrm, BC OSB RIM v BOARD-, BOISE GLULAM-rm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTM', VERSA-STUD®,ALLJOISTO and AJS7m are trademarks of Boise Cascade Corporation. Page 1 of 1 Jay Malispino CAD Designs 508.398-4144 Date: 12/9/04 Time:8:56:20 AM Page 2 of 6 Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release le Data filename: C:\Program.Files\Check\REScheck\Shelley.rck CITY: Centerville(Barnstable) STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE:,12/09/04 DATE OF PLANS: 12/08/04 PROJECT DESCRIPTION: Shelley Residence Centerville,Ma. DESIGNER/CONTRACTOR: Greater Harwich Construction Co: Harwich,Ma. (508)432-4360 COMPLIANCE:Passes Maximum UA_309 Your Home UA=297 3.9%Better Than Code(LTA) Gross Glazing Area or Cavity Cont. or Door Perimeter. R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1656 30.0 0.0 58 Wall 1: Wood Frame, 16"o:c. 1488 11.0 0.0 123 Window: 2442: Vinyl Frame,Double Pane with Low-E 11 0.340 4 Door: 2868: Solid 39 0.350 14 Door: 3068: Solid 22 0.350 8 Door:PS 6: Glass 40 0.310 12 Floor l: All-Wood Joist/Truss,Over Unconditioned Space 1656 19.0 0.0 78 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in RES checkVersion 3.5 Release l e (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building, and the cooling load if appropriate,has been determined using the.applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat,or cool the building shall be nogreater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date i Jay Mabspino CAD Designs 508-398-4144 Date: 12/9/04 Time:8:56:20 AM Page 3 of o + Jay Malespino CAD Designs 508398-4144 Date: 12/9/04 Time:8:56:20 AM Page 4 of 6 RIEScheek Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release I DATE: 12/09/04 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-11.0 cavity insulation Comments: Windows: [ ] 1. Window: 2442: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: 9 Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1, , Door: 2868: Solid,U-factor: 0.350 Comments: [ ] . 2. Door: 3068: Solid,U-factor: 0.350 Comments: [ ] 3. Door:PS 6: Glass,U-factor: 0.310 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss, Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: [ ] . Joints;penetrations, and all other such openings in.the building envelope that are.sources of air - leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. :Materials Identification:. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating j equipment must be provided. [ } f Insulation R-values and glazing U-factors must be.clearly marked on the building plans or specifications: Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. . Jay Malaispino CAD Designs 508 398-4144 Date: 12/9/04 Time:8:56:20 AM Page 5 of 6 Duct Construction: [ ) All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or,floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%°of the.design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. .Jay Maldspino CAD Designs 508 398-4344 Date: 12/9/04 Time:8:56:20 AM Page 6 of 6 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts . Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2:0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes. Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1:0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2-0 Cooling Systems Chilled Water;Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine. Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) f .. F� 9 r, 150 Warwick Way, Centerville 12/19/2007 Pssess—sirs map and lot .number ...................................... vNi` /9 'c1 ' .f Sewage Permit number ......................................................:... �PyOFTNEtp�° TOWN OF BARNSTABLE Z �AB,B9TADLE, i ' "b 9 ,.� BUILDING i IN:SP�ECTOR n M a' APPLICATION FOR PERMIT TO ... .;G.../. ......�t;.Lt..... ..../Jf(�......1.....fir;s,...:................................... ' TYPE OF CONSTRUCTION .................r.f-,!....7:::...............��.. .......l F.................. ...................................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 1 Location ........... .......... ........ .. .. ...... ...... ... ........ . . ......... .. ............................ ProposedUse ............/,>�ti %.h:.......... .i. l.................................... ..... .................................. ................................ Y Zoning District .........:.........ee......................................................Fire District ................................. Name of Owner / �'�f /J/C�= 1,=r1. Cl��f> Address .... tST, Tt i, L1� � : I u4 li J�r y. ........... . . ......... ... .�. .. . �l l� r Name of Builder ........................................................`............Address ......�............................................................................. � 1, i "........................�. ii Nameof Architect ......,...:........................................................Address .....r......................... .......................... - f n /rlg C�1�lT N C . Numberof Rooms .......... ......................................................:Foundation ...............................................................'................ Exierior .i�.l; f7.�tti��/ 1 1 1 1 ....................................................................Roofing ................... ............................................................ Floors .......- e�t7f... .......................................................Interior............ �1 r c 4 e 4e- f Heating .... �- � J 47 ...............,,,,•,Plumbing. .......... ..... .. ...... .....Fireplace r ...............��!t;;P......................................................Approximate Cost .........:'':.3�77fr7...........................: Definitive Plan Approved by Planning Board ______ '✓�� {fl_f=-___ 19 7 Area ///� ............T7................. Diagram of Lot and Building with Dimensions Fee ........-- : ............................ SUBJECT TO APPROVAL OF BOARD OF HEALTH < o X, I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... ... .. ........... .. Capewide Development Corp . A=148-WA y 18074 one stor , No ................. Permit-for .................................... single family dwelling . ............................................................................... 150warwick Itowd Location ..................... J-4 ..... .......... Centerville ................................................................................ Owner Capewide Development Corp. ..... frame Type of Construction .... ..................................... ........................................ ....................................... #15 ✓ Plot ....... ................... Lot ................................ Permit Granted .......December I..........19 75 ....................... Date-of Inspection .......19 Date Cornpleteld .............. .......:...............19 PERMIT EFUSED ............................. ........................... 19 . ....................... ..7..... . ...... . ................................. .............................................. .......... ................... .................................... ........................... ................................................ .. Approved ................................................. 19 ................................................. .... ... ................. ................. .......... ....................... f- 8 Y 1,7Y t G • k 0,0 Ao �; : ' � � � 3a 1 i � � � •fit �.�4 � i h Mal r 'Q�6 ►7- �'�.�+ • /`�' moo' ��TL�' i'o .. � ;•. �• Y,�xfiP, x ,err-if ,� ate/ fi ktr. � .. vY '1♦ . r • � �'u \ f Ib,•f � 2'�,� 1 �, •dI,F �� T%IWY T6/Er. ®�J/LI7/VC^. . r y3t 5 } . 1 f SI l 4MO.V OA/ rAVAS .®L oQ Jl/ IS L OC TGL a oA/ T/dCr V.i/tJ --T/•IO WA./ "&Ar@Oti/ Ga.vD 7'M097T /T G Y-,LANES O.� 7Y7 OF b�f�.Ifss✓ GO.VSTEGJCTE D. ,`-���� QF A2 THE W.V Mq,��c, � �. `•.R� t` '?1. 3''�. ARNE 4 c q en9& 7e.Cl` r o Wn ojA L vim' r t T ' c ' ;� t C/�//L E.t/Cs/.VE�.L S ' � ht; at �• ", �:, 7' c�^ . 'Ot✓T'� GA^-`/ eMOUTH, MUSS. DfiTE LE R E'Y9 Pam" f;l As9 §sors�:map,and lot 'number �y �%........ .... .,--"�.... SEPTIC -SYS'T ;• = ZE 0 ` ' s INSTALLED IN CO PLIAN:GE^ �- —: SewagerPermit number ... ......:.. ....... .............::.................r:... WITH ARM!'! P 11 STATE SANITARY COO- ,a r . �F TH E•r0 E: TORN O '= R N�s,,rA � -L`E ; F B A 8A8B9TODLE, i � � ;• , MJ>86 BUILD'IHG INSPECTORp0 i639, APPLICATION FOR PERMLT TO: ... �... . ...(.` .....v.L- �� ................:................. TYPE OF CONSTRUCTION ... ..... '' .C, 7� ..........: �4-/��' G1rL ................. .... ., �} ., /mod c1. v .............................../................19 .;,. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........ .... /�........1 !. N...Wm:'�lr�' ...... �: ...........r.6v .......................... Proposed Use .. / .......... 4,V....... w :•�� ?frl/r............................................ Zoning District .........9 ................................................Fire District ...... � ../f. "....QS. .......... C/�� lv/CY� .C1!��fl' aOPIR Address -4'.. Q�cl 1. I.:..Z7.. .4Q1�✓eiJ Name of Owner ..... .... .. ......... �. ........... ..... ..... ... ....� �t.�.. 6 Name of Builder ........�� i� ��...............��. ..........................................�.............Address ............................�� ..... Nam_e of Architect ...................7..............................................Address ........................................................ ........ Number of Rooms ......... .....................................................Foundation ... ........� ................................................P� • / < .......... Exterior �a f1Q �.."1" �........� ........... g / Spv1 � ................................................... Roofin `.`... Floors ....... � ...............................:......................Interior ..... ...... ....................... Heating .... /.(5.....'"..1C'1.(�J ...Wfi.&&....................Plumbing ........... .................................................................. Fireplace ....................................................:..Approximate Cost .........t?` .� ....................................... ................ // >> Tlf Definitive Plan Approved by Planning Board -_____-a/ k ____19 7 016................ - -� Area .............. ...... ��s— Diagram of, Lot and Building with Dimensions Fee t ' SUBJECT TO APPROVAL OF BOARD OF HEALTH /06 lsI herebY a9ree to conform t II the Rules and Regulatio of the Town of Barnstable regarding t e above construction. Name .... . ............ .. , "6apewide Development Corp. VT 6 7 18074 one story, 1�0 ................. Permit for..................................... single family dwelling ............................................................................. Location Warwick Road ................................................. ............... Centerville ............................................................................... Capewide Development Corp. Owner................................................................... ell frame Type of Construction .......................................... ............ ............:.................................................... 2 #0,1ot ............................ Lot ...........1...5.................. ell) December 1 e 75 %�,Permit Granted .......... ..............19 i1o" f 1t. 10" Date of Inspedtion �774... .....i...........! 9 or Date Completed :�?i........19 01, ter PERMIT REFUSED 4; 41, ...................................... ......:.......... ......�:,9..oi. .............................................................. Ilk, ................ .. .................. . We ....................... .................................................. ............................................................................. t -Approved ................................................ 19 ............................................................................... ..foot ................................................................... ..... ..... /14 . ioe _ /j�..✓ v 41 h ZD Ad zol 77 .t's+y E Ecr2E . ^.•S'.ram , , ,. •P '` �/ �.'�q,,/�^^tee+ -- c��.I`rc�ri�.G.C..: i►7��s-. /Ooco cy.gG. :s ,Qr-�c� Tf,� :� 1',, e` i��6..C •ate' I���'La: /O �/, �p ',.<��jD7�� /�C� G �'" i /t;s�C'G°®lY CE'�TIFY 7- TAIE �i/E769/JL✓ G.LI 3�/-II.S .A-4 OQ /S .C.O G TG'L� O.V Tf,/E' A-S .�i/o 1NAt/ "AS.3EBo" L*"z:) 7'%1--loc7,7' T ► i ` - CU.VFO e'/ii/ TO T.`✓E so/✓/iL/Cr z E Y-G�itnls O.- 7AVeE 7-0WAI of Co vsrA--U(= a. ARNE ZE OJALA d'2634 P= e r .�c7uTE �A--- eMourN, MAss. afaTE .eER cero.0 I - Town of Barnstable *Permit ,4 0 Expires 6 in fran issue date t S 00 s utsrasM Regulatory.Services Fee. 9 MASS. �q s639• �0 Thomas F.Geller,Director s A�ED1AArp Building Division ®� Tom Perry, Building Commissioner a'. 200 Main Street, Hyannis,MA 02601 '��� � P � Office: 508-862-403 8 0 1�0� Fax: 508-790-6230 �� EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY'"Y,4°,9r k)t_ Not Valid without Red X-Press Imprint Map/parcel Number . ij Property Address 0.4 V1 l I dResidential Value of Work' a2 l9Dr7 Owner's Name&Address pie W&Lz, Contractor's Name Telephone Number :c" Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) 0&o1 Ca a ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor A ❑ I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name �/ W Workman's Comp.Policy# Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(hot stripping. Going over existing layers of roof) M"Re-side ❑ Replacement Windows. U-Value (maximum.44) "Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. -Home Improvement Contractors License is required. Signature ~ Q:Forms:expmtrg Revised121901 0F19 r Town of Barnstable Regulatory Services r • 9B LE-g' Thomas F.Geiler,Director 139,,a`` Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorizel i/YI T. to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name r Q:FORMS:OWNERPERMISS ION D�EPA �fi 11�I�EN�T,� F• ®�E I�T�� µS�A'�E �`�-�ND t .��� �B �`I�LDI��•'�1 t u I�` �.O�N � P4���� c x .� T'9 t��`'S �° I E �7� �•�� � `®1Z I''RE tI�SE�►�S :r B BEN eell I ON w M-mm . � � ADD � AL.�' U ' S e • .. 'I, o ' R� ��`�N t9 E ORO S v Io q$ -022,� s Dat R "`��•m ` a tir _ r x I i Map Parcel &eit,# Date Issued Feeds d� Engineering Dept.(3rd floor) House# _�/ - BARNSTABLE. MAB6. D 19 9.��e$ r EO!AP♦ TOWN OF BARNSTABLE ' Building Permit Application P c Stre� Address Village of ter-- -Owner Address ....Telephone Q c a - Permit Request First Floor square feet Second Floor square feet Estimated Project Cost $ d-V-V Zoning District Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type Commercial Residential Dwelling Type: Single Family �' Two Family Multi-Family Age of Existing Structure ;.A0 Basement Type: Finished Historic Housed Unfinished Old King's Highway tJ D Number of Baths No.of Bedrooms Total Room Count(not including baths) 'S First Floor Fireplaces Central Air Fire Heat Type and Fuel p Garage: Detached Other Detached Structures: Pool Attached l/ Barn None Sheds Other Builder Information ��ame Ai (1- Telephone Number ��0 y�{s AddressZ " /' -,'License# 46 �S'T�(�✓�.LL; , �!A, �¢�S ,,4�rome Improvement Contractor# V rker's Compensation# WCO2— 325 44O H37-01 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO L/SIGNATURE BUILDING PERMIT DENIED FOR THE OLLOWING REASON(S) ' 71 FOR OFFICIAL USE ONLY E M N SJD EL NO. ► ADDR SS s VILLAGE ! `' OWN DATE F I SPECTION: ' ` + i i t i FOUIV ATION FRAME t , INSULATION FIREPLACE r ` 1 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 1 FINAL BUILDING i DATE CLOSED OUT 1 ' ASSOCIATION PLAN NO. 4 f a t 1 i i � • it } f r t The Commonwealth of Alassach asetts ; < - i -_- De artniem of hiditstrial Accidents ' 011iceo!/m�esl/gaUons `=�t _ ? �. 600 !f'asltington Street 4 +' Boston,Alas. 02111 Workers' Compensation Insurance AMdayit _A.. I On .--nt infor- _mat—ion_—..^. - Please PRNT�Ie�`-� -�---•-�•�-----�-----------f-- • eIAZ'L�� � nhanr# I am"a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity ( am an employer providing workers' compensation for my employees working on this fob. cnn►pmtL, nnmc' nddrecs7 3 D 1 J� "yi-Ai-i �' . city J�1�}1✓1.�. ��� ?J phone#• 7120 L in�urtnce co � � s policL# 02,2 �/� —.2Lto u37_G 1 tP . 1 am a sole proprietor, general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company na ldr city. phone#• insurance co policy# � ^f— _ _ .. �."C7!J ti."��.:'='�+R",v�t-.Ty�1Fs�^irr. �77�.P�#�•. - •.`.T.3'!�� ra7hw+��^4"*.-'_•��11"1.*R!�oK'^^.'.'�S nm am•name: address- city: 11hon #• insur•tnce co policy# :Attach additional sheet if tiee .•'-,nil ;".y•� �►r_f,".•Ja"e�'�s�{.,^... . ♦ Pyt{�.�y : .�'[f• ata7istyrS �au.�.,.rio. Failure to secure coverage as required under Section 25A of NIGL 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 and/or one years'imprisonment as kvclt as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. 1 understand that a cope of this statement may be forwarded to the Once of Investigations of the DIA for coverage verification. �ddoh reht ccrlJfj under the pains and penalties o ery'uJ*t•that fhe information provided above ' true and correct. `�St_na e� = ate °2'Z 7 (P Print name D fi J�� ` one# qZ- 1/1/S !o official use onh do not write in this area to be completed by city or town official city or town: permit/license# riBuilding Department Licensing Board check if immediate response is required OSelectmen's Office C311calth Department cont�pcmon: phone#;. nOther + Imised R"PJA) The Town of Barnstable" g Department of Health Safety and Environmental Sernces � 1659. Building Division 367 Main Street,Hyannis MA 02601 Ralph Cmssen Office: 508-790-6227 Building Commission( Fax: 508 775-3344 For office use only 1 , Permit no. Date ,. ,. . AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,remmml, demolition, or construction of an addition to any pre-existing owner 0ecep icd building containing at least one but not more than four dwelling units or to strums which are adjacent to such residence or building be done by registered contactors,with certain exceptions, along with other requirements- Type of Worst: Est. Cost J Address of Work: Owner.Name: V Date of Permit Application: /? a ' 9 I hereby certify that: Registration is not required for the following:mson(s): Work excluded by law Job under SLOW Building not owner-occupied Owner pulling own permit Notice is hereby given that: CONTRACTORS OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UIgItECiI51'E� FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply fora permit as the agent of the ow'ner•. ' • �Y�lll� � r Ter:TIrR u tc�o� Contractor name Date Registration No., OR nate Owner s name ' r > < n£' t ,r•'.r �' TaH, .. + x� , a:¢� * f s c '„�, �"k i �4 4o-x,{K�y' ! fry 5{Fyn r i t t a :� rr 5�t [t, itisYyr' 4i 7i� �• fi er '.� o-+s€ r �g �ppha{Y 1 ti on apphcatlon,A 1 �ty ,vt �d ak1 a,k i; ✓ r.l r r, '�> +G, a n r A a t r� �k 4 u r to the,mailmg address des on�Athe �iY yC},a yr tj t{�� �� { �4Sft t _Jy�vns r�, k�iyp �'tk7nL f ` "i. 5 NM J,Y .T 1;kx'�i Y �fS 'c X a'MA•� � 'l �'2y �.P'=r w K >jq t�* id 3 ra TE a rlt- LostOther j sr 3 t"''K..i a 2 `'`• ze' i `' n5`tw>` [�E z ..3 r: 'b? ra ?tr a��l't per +1'�' ,� �- US- -llti,-t 4 R it ti Al 11. HOME IMP,ROYEMENT CONTRACTOR Registration 116064� 2 TType 08A . r It 2� `-E �a iration 05/15/98 z Ex TYNDALL ROOFING wrY � � r ` ROBERT F rx�TYNDALL �OIAR PATCH R ZIP ADMINISTRATOR "OSTERVILLE MA 02655 WARNING Failure to Follow Could Cause Property Damage or Personal Injury IMPORTANT NOTES These notes pertain to the attached truss designs and placementplans The following trusses are designed at the request and specification of the customer as an individual building component, in a vertical plane, to be incorporated into building design at the specification of building designer. Bracing requirements shown is for lateral support of individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Design and materials are in substantial accordance with latest editions of NDS and/or TPI/ANSI specifications. . For general guidance regarding design responsibility, storage, erection and bracing,consult"Building Component Safety Information BCSI 1-03 Guide to Good Practice For Handling, Installing& Bracing of Metal Plate Connected Wood Trusses,"available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 and "National Standard and Recommended Guidelines on Responsibilities For Construction Using Metal Plate Connected Wood Trusses,ANSI/TPI WTCA 4-2002.".For immediate reference,a BCSI-131 summary sheet accompanies this submission package. 1. Provide copies of truss designs to the building designer and 11. Contractor or building designer responsible to assure that erection supervisor. load bearing walls and foundations is adequate to support the loads imposed by the trusses. 2. Top chords must be sheathed throughout or purlins provided at spacing prescribed on the individual truss designs. 12. Camber is a non-structural consideration. Trusses are not cambered except as specified by the customer and noted on the 3. Bottom chords require lateral braces(or alternate)as shown individual truss design.. on the individual truss designs if no ceiling is installed. Anchorage and/or tie-in components are the responsibility of 13.The effect of lateral thrust/horizontal displacement of others. supports for scissors type trusses is not a consideration of this design. The design of the truss supports must accommodate the 4.®Designates the location for a lateral brace(or alternate) lateral thrust/horizontal displacement of the truss. for lateral support of individual truss members only. Subject to review and approval by the building designer,this is often a 2x4 14. Mitek Connector Plate Code Approval: BOCA 96-31 &96-67. continuous lateral brace fastened to each member with two(2) 12d or 16d nails or alternately,a Simpson Strong-Drive Truss 15. For additional information refer to Reliable Trusses': Spacer Bracer or MitWStabilizer. Order Paperwork &Proposal Placement Plans& Notes. 5. Do not stack construction materials on floor or roof that Individual Truss Designs induce loading on truss greater than designated loads. How to Read a Truss Shop Drawing. Other Detail Sheets as Provided 6. Do not cut or alter truss without prior written approval of National Lumber or a professional engineer. 16. Reliable Truss and it's vendors reserve the right to upgrade the specified truss material to facilitate manufacturing without 7. Building designer is responsible to insure that loading shown customer approval. hereon is applicable to building and use. 8. Care should be exercised in handling,erection,and Additional Notes for Floor Trusses Only installation of trusses. 17. Refer National Lumbers' Floor Truss°2x6 Strongback Bracing Recommendations"for additional performance related 9. Provide adequate drainage for all trusses with top chord notes slopes less than 1/12. 18. Maximum allowable gap between the inside of bearing and end web for top chord bearing floor trusses is'/z". 10. Building designer to determine and transfer lateral wind and seismic loads from trusses to building foundation. -=------- �'/2"MAX GAP BEARING Reliable Truss ISSUE DATE TITLE SHEET# &Components Inc. ® 5-06-04 STANDARD TRUSS NOTES RT-2 M WELBV RD.NEW REDEOM,Mq.50&99&� - - NOV 13, 2001 WEB BRACING RECOMMENDATIONS 1 ST-WEBBRACE Mitek Industries, Inc. MAXIMUM WEB FORCE(lbs.) X-BRACE 24"O.C. 48"O.C. 72"O.C. BAY SIZE BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE A B C D A B C D C D 10'-M 3880 ' 4800 ' 411M ' 6900 1344 4800 • 48M • 6900 • 4034 8382 1Z4r 3164 ' 3942 ' 3942 5914 ' 1344 3942 ' 3942 ♦ 5914 ' 3942 ' 5914 ' 14'-0" 2760 3460 3450 5175 ' 1344 3450 34W 5175 3450 5175 190 2453 3066 ' 3086 ♦ 4800 ' 1344 3066 ' 3066 ' 4600 • 3066 • 46M 18'40" 2208 2780 2760 4140 1344 2780 2780 4140 2760 4140 3763 20 50 0' 2007 2509 29 1344 2509 2509 3763 2509 3763 * -CONTROLLED BY CONNECTION GENERALNOTES TYPE BRACING MATERIALS 1.X-BRACING 16 REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND0DR CEILING DIAPHRAGM.THE DIAPHRAGM IS TO BE DESIGNED BY A OUALIRED PROFESSIONAL. - 1 X 4 IND.45 SYP 2.THESE CALCULATIONS BASED ON LATERAL BRACE CARRYING 2%OF THE WEB FORCE. A -OR- 3. X-BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER,AS THE LATERAL BRACE - MATERIAL,AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS 1 X 4 s2 SRB(DF,HF,SPF) Z. AT APPROX.45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE _ TRUSS WITH 2.1Bd COMMON WIRE NAILS.(3-16d NAILS FOR 2X6 MATERIAL) _ 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH TWO led COMMON WIRE NAILS.(THREE IOd NAILS FOR 2XS LATERAL BRACES) B 2 X 3 Xi,STD.CONST(SPF,OF,HF,OR SYP) 1. 1 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. - S. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING,CONSULT C 2 X 411q,STD,CONST(SPF,17F,W.OR SYP) DSB-08 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND HIB-91 HANDLING INSTALLING AND BRACING FOR RECOMMENDATIONS FROM TRUSS PLATE INSTITUTE, SM D'ONOFRIO DRIVE,MADISON,WI.53719. -- 7. SEE SEPERATE TRUSS ENGINEERING FOR DESIGN OF WEB MEMBER. - D 2 X 6 f3 OR BETTER(SPF,OF,HF,OR SYP) B. THE t6d NAILS SPECIFIED SHOULD BE 3.5'LONG AND 0.162"IN DIAMETER,IN ACCORDANCE WITH NOS 1991. NOTE:FOR A SPACING OF 24"O.C.ONLY,MITEK STABILIZER TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A.B.C AND D BRACING MATERIAL CROSS BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE.WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS,STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING.SEE STABILIZER TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATION. LATERAL BRACING • MATERIAL 16d NAILS (SEE NOTES 4 8 8) =7 Horizontal Blocking X-BRACING MATERIAL (One leg ofX-bracing shown dashed for drawing clarity. This leg Will require horizontal blocking next to the top and bottom chord so it attaches to the brace plane.) TRUSS WEB :MEMBERS Y March 7., 2003 Standard Gable End Detail ST-GE120-002 Page 1-9F 1 Typ2x FV Verticals x L-Brace Nailed To. 2x Verticals W/70d Nails,6"o.c. Vertical Stud 0 00 Vertical Stud (4)-15d Common D Wire Nails t16d ACE MiTek Industries, Inc. onDIAGONAL BRACE SECTION B-B 4'Ar O.C.MAx --� o.c. (2)-10d Common or TRUSS GEOMETRY AND CONDITIONS Wire Nails into 2x6 2x4 No.2 of bettor SHOWN ARE FOR ILLUSTRATION ONLY. �\ r \Typical Horizontal Brace i 12 Nailed To 2x—Verticals SECTION A-A 2t4 w/(4)-10d Common Nails Q Varies to Common Truss SEE INDIVIDUAL MITEK ENGINEERINGi{ A DRAWINGS FOR DESIGN CRITWRI4 {{r+y j F C,0Awe'••, ✓PFE�H N CEA r^ E W. CAS < �s W .• ,ate, B g 3x4 Q.f� C• �4 co t r3r i r�r1 --t re rya I * -Diagonal Bracing * -L-Bracing Refer Refer to Section A-A to Section B-B S film 4597 :�fCENSEO•' NOTE:1. GRADE OF#2 MATERIAL IN THE TOP .,•t+n�"•••.....•• (� ��QM���� 2.CONINECT ON MUM BETWEEN BOTTOM CHORD OF GABDLE END TRUSS RUSS AND CHORDS. '•�'�e� A�{t �,`,` `^ " �315TERED WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.3 ` D 1 H PRUFESSIONAL ElVGIkEEq ARCHITECT OR ENGINEER OR TEMPORARY AND PERMANENT BLDG. O���P �s`r9 BRACING OF ROOF SYSTEM. EN W Z _ 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB J CA LER an OR 2x4.STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O. CIVIL VIDE 2x4 BLOCKING BETWEEN THE FIRST 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF • O TRUSSES AS NOTED. TOENAIL BLOCKING DIAPHRAM AT 4'A"O.C. 9 NO.31927 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 9 F p TRUSSES WITH(2) tOd NAILS AT EACH END. 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTALS C1SDIAGONAL BRACE TO BRACE O BE T�A� Q` )TAOd OMMOIJ WIRE NAILS BLOCKING WITH ATTACH TO VERTICAL STUDS WITH(4)1 d AT THE MIDSPAN ONA NAILS THROUGH2x4 LONGEST UD s1�NA E14 (REFER TO SECTION A-A) ILS MINIMUM,PLYWOOD 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L1240. SHEATHING TO 2x4 STD SPF BLOCK 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES, S. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR. TYPE TRUSSES. Roof Sheathin Minimum Stud Without 1x4 2x4 DIAGONAL. 2 DIAGONAL Stud Size Spacing Brace L-Brace L-Brace BRACE 13 POINTS x. T (2) .1 Ma Species / (2}-10d NAILS and Grade Maximum Stud Length / 2x3 SPF No.2 1Z'O.C. 4-0-12 4-3-9 6-0-14 8-1-9 12-2-5 2x3 SPF No.2 16"O.C. 3-8-5 3-8-10 5-3-2 7-4-10 11-0-15 �TrUS S @ 24"O.C. 2x3 SPF No.2 24"O.C. .3-2-11 3-0-7 4-3-9 6-5-7 94il-2 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to 2x6 DIAGONAL BRACE SPACED 48' one edge.- Diagonal braces over 12'-13 require 2x4 I-braces Dlag, B�aCe /ATTACHED TO VERTICAL WITH 48 D.C.D.0 attached to both edges. Fasten T and I braces to narrow edge at 1/3 point COMMON WIRE NAILS AND ATTACHED of web with 1d common wire nails Bin o.c.,with 3in minimum if needed TO BLOCKING WITH(5)-10d COMMONS. end distance. Brace must cover 90%of diagonal length. MAXIMUM WIND SPEED=120 MPH MAX MEANOF HEIGHT=25 FEET" --- End Wall HORIZONTAL BRACE CATEGORY It BUILDING (SEE SECTION A-A) EXPOSURE C ASCE 7-98 STUD DESIGN IS BASED ON COMPONENTS AND CLADDING DURATION OF LOAD INCREASE:1.33 CONNECTION OF BRACING IS BASED N MWFRS. &WARMNG-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE ME. Design valid for use only with MRek connector.This design Is based only upon parameters shown,and is for an IndNfdual bullding component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is tesponsibBtly of building designer-not truss . designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsiblilly of the erector.Additional permanent bracing of.the overall structure Is the tesponsiblllty of the building designer.For general guidance regoiding fobriration,quality control.storage,delivery,erection and bracing,.consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIS-91 M ITek® Handling Installing and Bracing R m la ecomendatlon available from Tiun Plate Institute,593 D'Onoh Drive,Madison,WI53719. r .. ALTERNATIVE LATERAL BRACING OF WEB MEMBERS DIFFERENT TRUSSES ADJACENT TO EACH OTHER OR ISOLATED TRUSSES PREVENT THE INSTALLATION OF CONTINUOUS LATERAL BRACING. IN LIEU OF BRACES BEING APPLIED PERPENDICULAR TO THE PLANE OF THE TRUSSES, INDIVIDUAL WEB MEMBERS MAY BE"T"OR"L" BRACED AS SHOWN HEREON. INSTALLATION DIRECTIONS APPLY,T-BRACE/I-BRACE PER SEPCIFICATIONS BELOW. BRACES SHALL COVER 90% OF WEB LENGTH Nailing Pattern T-Brace Size Nail Size Nail Spacing. FAVl, t7 A5 1x4 or 6 10d 8"O.C. SHHOWOW N IN fA�LE 2x4,6,or 8 16d 8"O.C. Note: Nail along entire length of T-Brace On Two PI 's Nail Both Plies T-Brace Size For One-Ply Truss Specified Cont. Rows of Lat'I Bracing WE1 MEMPFI; Web Size 1 1 2 20 or 2x4 1 x4 1 x4 1-Brace 2x6 1x6 2x6l-Brace 2x8 2x8 2x8I-Brace T-Brace Size For Two-Ply Truss Specified Cont. Rows of Lat'I Bracing Web Size 1 2 ;j 20or2x4 2x4 2x4l-Brace E 2x6 2x6 2x6l-Brace 2x8 2x8 2x8l-Brace G- ix—T-Brace/I-Brace must be IND 45#2 SRB or better �tRU55 species grade as web member 2x—T-Brace/I-Brace must be same species grade(or Nails Section Detail better)as web member T-Brace Web Nails Web 1-.Brace Nails IMPORTANT NOTE THIS ALTERNATIVE APPLIES ONLY TO THE BRACING SPECIFIED AS LATERAL SUPPORT OF INDIVIDUAL WEB MEMBERS TO RESIST BUCKLING IN COMPRESSION. REFER TO TRUSS PLATE INSTITUTE'S"HIB-91 COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING&BRACING METAL PLATE CONNECTED WOOD TRUSSES"FOR ADDITIONAL BRACING REQUIREMENTS. ISSUE DATE TITLE SHEET# Reliable Tiruss d t:tinlpiaicnts 111c. 4-14-03 ALT "T" & "I" WEB :B RACING RT-4 0 2W WElOY RQ.NEW BEOFC .iAt.SUB-9B nr REFER TO ATTACHED WTCA/TPI BCSI-131 FOR IMPORTANT HANDLING INSTALLATION AND BRACING INFORMATION Reliable Truss ISSUE DATE TITLE SHEET# &Components Inc. ® BCSI REMINDER RT-1 O M WEL RD.NEW REMF .MA.SD&99&]Rl] 1 Job - Truss _ Truss Type Qty Ply Mid-Cape Home Centers-Shelley Job 20381R Tot FINK - - i6. 1 Job Reference(optional Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 5.200 s Dec 2 2003 MiTek Industries,Inc.Thu Jan 13 11:06:20 2005 Page 1 -0-8-0 7-0-7 14-0-0 .20-11-91 28-0-0 28-8-0 0-8-0 7-0-7 6-11-9 6-11.9 7-0-7 0-8-0 Scale=1:47.5 4x8 6.00 12 5 3.6 G . 3x6 C 4 6 3x4\\ 3 7 . 14 1 B2 I 7x12= 12 13 11 10 7x12= 3x6= 3x6- 3x6= 944 18-7-12 28-0-0 9-44 9-3-7 9-4-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.82 Vert(LL) -0.37 10-12 >893 240 MI120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 1.00 Vert(TL) -0.50 10-12 >667 180 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.10 8 , n/a n/a BCDL 10.0 Code BOCAIANS195 (Matrix) Weight:99lb LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.BE TOP CHORD Sheathed or 3-7-5 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 7-9-13 oc bracing. WEBS 2 X 4 SPF No.2 WEDGE Left:2 X 3 SPF No.2,Right:2 X 3 SPF No.2 REACTIONS (lb/size) 2=1825/0-3-8,8=178410-3-8 Max Horz2=-106(load case 4) Max Uplift2=-670(load case 6),8=-659(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/7,2-3=-3040/1009,3-4=-2664/980,4-5=-2504/988,5-6=-2500/987,6-7=-2660/980,7-14=-2893/1009,8-14=-3024/1002,8-9=0/6 BOT CHORD 2-12=-793/2538,12-13=-428/1745,11-13=428/1745,10-11=428/1745,8-10=-793/2534 WEBS 3-12=-703/357,5-12=-347/1076,5-10=-347/1069,7-10=-702/357 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 48 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Design load is based on 30.0 psf specified roof snow load. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 670 lb uplift at joint 2 and 659 lb uplift at joint 8. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-13=-20,11-13=-60,8-11=-20,1-5=-100(F=-20),5-14=-100(F=-20),9-14=-80 (H OAS 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 q Uniform Loads(plf) Vert:2-13=-20,11-13=-60,8-11=-20,1-5=-117(F=-22),5-14=-42(F=-22),9-14=-20 O TIMOTHY L. G 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 S Uniform Loads(plf) LaCHAI PI LLS ,-4 Vert:2-13=-20,11-13=-60,8-11=-20,1-5=-42(F=-22),5-14=-117(F=-22),9-14=-95 O CIL IV 4)MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 V Q) Uniform Loads(plf) 0.30 Vert:2-8=-2,1-2=64(F=5),2-5=31(F=5),5-14=46(F=5),8-14=40,8-9=73 0 Hors 1-2=-66,2-5=-34,5-8=48,8-9=81 5)MWFRS Wind Right:Lumberincrease=1.33,Plate Increase=1:33 q� L�N Continued on page 2 17/05 Warning! —Verify design parameters and READ NOTES ON THIS AND Reliable Truss INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 &`"'np°n`nts Inc. OO BYW.MEW OEO 0—MA.MI&Be&]x]] Job Truss Truss Type Qty Ply Mid-Cape Home Centers-Shelley Job 20381R T01 FINK 16 1 - - - Job Reference Loptional) - - - Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill - 5.200 s Dec 2 2003-MiTek Industries,Inc. Thu Jan 13 11:06:20 2005 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:2-8=-2,1-2=78(F=5),2-5=46(F=5),5-14=31(F=5),8-14=26,8-9=58 Horz 1-2=-81,2-5=-48,5-8=34,8-9=66 6)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-8=-2,1-2=78(F=5),2-5=46(F=5),5-14=46(F=5),8-14=40,8-9=73 Horz 1-2=-81,2-5=-48,5-8=48,8-9=81 i 01/17/05 Warning!—Verify design parameters and READ NOTES ON THIS AND Reliable Truss INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 '& "rnpone"tsI ®. - W BEOFOM NA.508-B9B- Job Truss Truss Type Qty Ply Mid-Cape Home Centers-Shelley Job 20381R - T02 FINK - - 2 1 - - Job Reference(optional Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 5.200 s Dec 2 2003 MiTek Industries,Inc. Thu Jan 13 11:06:21 2005 Page 1 p-8-0 14-0-0 28-0-0 28-&0 0.8-0 14-0-0 14-0-0 0-8-0 Scale=1:47.5 6.00 12. 4x4= 3x4 II 3x4 II 3x6G 3x6�.. 8 10 7 11 _ 3x411 'l 3x4 II 6 12- -3x4 11 1 30 11 6 13 3.4 11 ST6 3x4 11. 4., . _ ST7 14, 3x411 - - ST4 - ST8 3011 3 ST ST9 15 ST - 5T70 STI 5711 2 16 3x8 II 28 27 - 26 25 24 23 22 21 20 19 18 3x8 II 3x4 11 3.4 11 3x4 11 3x4 11 3x4 11 30 11 5x6= .3x4 11 3x4 11 3.4 11 3x4 11 28-0-0 28-0-0 Plate Offsets X, 2:0-3-8,Ed ej,116:0-3-8,Edgej_[22:0-3-0 0-3-01. . LOADING.(psf) SPACING - 2-0-0 CSI -DEFIL - ..in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 , TC 0.26 Vert(ILL) n/a - n/a 999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.13 Vert(TL) 0.01 1 >594 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 16 n/a n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Weight:124lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF No.2 WEDGE Left:2 X 3 SPF No.2,Right:2 X 3 SPF No.2 REACTIONS (lb/size) 2=231/28-0-0,16=232128-0-0,28=398/28-0-0,18=398/28-0-0,23=183/28-0-0,19=115/28-0-0,20=220128-0-0,21=197/28-0-0, 22=200/28-0-0,27=115/28-0-0,26=221/28-0-0,25=195/28-0-0,24=201/28-0-0 -Max Horz2=-106(load case 4) Max Uplift2=-86(load.case 4),16=-77(load case 6),28=-212(load case 5),18=-209(load case 4),19=-57(load case 6),20=-110(load case 4), 21=-103(load case 6),22=-91(load case 4),27=-57(load case 6),26=-111(load case 5),25=-103(load case 6),24=-93(load case 5) Max Grav2=264(load case 2),16=265(load case 3),28=458(load case 2),18=458(load case 3),23=183(load case 1),19=133(load rase 3), 20=254(load case 3),21=225(load case 3),22=238(load case 3),27=132(load case 2),.26=254(load case 2),25=223(load case 2), 24=239(load case 2) FORCES (lb)-Maximum Compression/Maximum Tensio TOP CHORD 1-2=0/6,2-3=-141/86,3-4=-79/88,4-5=-50/116,5-6=-57/156,6-7=-55/192,7-8=-9/195,8-9=-59/237,9-10=-58/237,10-11=-10/190, 11-12=-57/187,12-13=-59/135,13-14=-52/78,14-15=-81/45,15-16=-104/84,16-17=0/6 BOT CHORD 2-28=0/135,27-28=0/135,26-27=0/135,25-26=0/135,24-25=0/135,23-24=0/135,22-23=0/135,21-22=0/134,20-21=0/134,19-20=0/134, 18-19=0/134,16-18=0/134 WEBS 3-28=-347/199,15-18=-346/196,9-23=-145/0,14-19=-126770,13-20=-205/112,12-21=-186/108,10-22=-197/95,4-27=-126/70,5-26=-205/112 6-25=-186/108,8-24=-198/97 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition l enclosed building,of dimensions 48 ft by 24 It with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 �) 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" �t�l� A4,48s 3)Design load is based on 30.0 psf specified roof snow load 4)Unbalanced snow loads have been considered for this design. y 5)Gable requires continuous bottom chord bearing. �� TIM07 HY L. 6)Gable studs spaced at 2-0-0 oc. Lr3CHAPELLE it 7)'This truss has been designed for a live load.of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall:by 1-0-0 wide will fit between t chord and any other members. 0 CIVIL 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 lb uplift at joint 2,77 lb uplift at joint 16,212 lb uplift a 2 0.3fl 209 lb uplift at joint 18,57 lb uplift at joint 19,110lb uplift at joint 20,103 lb uplift at joint 21,91 lb uplift at joint 22,57 lb uplift at joint 27,111 lb uplift 'oint 26,103 Ib uplift at joint 25 and 93 lb uplift at joint 24. Q LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 L 17/05 Continued on page 2 Warning!-Verify design parameters and READ NOTES ON THIS AND Reliable Truss INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 &C"'""'"`"``Inc. Job Truss Truss Type Qty Ply Mid-Cape Home Centers-Shelley Job 20381R - T02 FINK -2 1 Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill - - 5.200 s Dec 2 2003 MiTek Industries,Inc.Thu Jan 13 11:06:21 2005 Page 2 LOAD CASE(S) - - - - - - Uniform Loads(pp Vert:2-16=20,1-9=-80,9-17=-80 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pip Vert:2-16=20,1-9=-95,9-17=-20 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pip Vert:2-16=20,1-9=-20,9-17=-95 4)MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-16=2,1-2=58,2-9=26,9-16=40,16-17=73 Horr 1-2=-66,2-9=-34,9-16=48,16-17=81 5)MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pip Vert:2-16=2,1-2=73,2-9=40,"9-16=26,16-17=58 " Horz 1-2=-81,2-9=-48,9-16=34,16-17=66 6)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pip Vert:2-16=2,1-2=73,2-9=40,9-16=40,16-17=73 Horc 1-2=-81,2-9=48,9-16=48,16-17=81 01/17/05 Warning! -Verify design parameters and READ NOTES ON THIS AND Reliable Truss INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 &`1--P--ts`"`- . 200 WELBY RU.NE W BmFO Job Truss Truss Type Oty Ply Mid-Cape Home Centers-Shelley Job 20381R T03 FINK 3 1 Job Reference Lptional Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill - - 5.200 s Dec 2 2003 MiTek Industries,Inc. Thu Jan 13 11:06:22 2005 Page 1 � 5-6-7 11-0-0 16-5-9 22-0-0 22-8-0 0-8-0 5-6-7 5-5-9 5-5-9 5-6-7 0-8-0 Scale=1:37.8 4x6— 4 6.00 12 3x4\\ 3x4 3 W3 5 TE w1 a 2 6 9 7 I. I .10 11 - 9 8 I 3x8 I - 30= 3x6= 3x4= - 3.8 JI 7-4-4 14-7-12 22-0-0 744 7-3-7 7-4-4 PlateOffsets X 2:0-3-8,Edge]_[6:0-3-8,Edge] LOADING(psf) SPACING 2-0-0 CS! DEFL in (loc) I/de0 L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 - TC 0.61 Vert(LL) -0.14 8-10 >999 240 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -0.21 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.20 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix), Weight:78 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-11-2 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8-1-1 oc bracing. WEBS 2 X.4 SPF No.2 WEDGE Left:2 X 3 SPF No.2,Right:2 X 3 SPF No.2 REACTIONS (Ib/siza) 2=1192/0-3-8,6=1191/0-3-8 Max Horz2=-84(load case 4) Max Uplift2=-475(load case 6),6=-475(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/6,2-3=-1909/684,3-4=-1676/686,4-5=-1674/686,5-6=-1907/684,6-7=0/6 BOT CHORD 2-10=514/1582,10-11=-267/1104,9-11=-267/1104,8-9=-267/1104,6-8=-514/1581 WEBS 3-10=-431/247,4-10=-238/687,4-8=-238/683,5-8=-432/247 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 48 ft by 24 ft with exposure C ASCE 7-93 per 30CA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Design load is based on 30.0 psf specified roof snow load. 3)Unbalanced snow loads have been considered for this design. 4)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 475 lb uplift at joint 2 and 475 lb uplift at joint 6. LOAD CASE(S) 1 Snow:Lumber Increase=l 15,Plate Increase=1.15 Uniform Loads(plf) \ D1�N O� 95'+ Vert:2 11=-20,9-11=-60,6-9=-20,1-4=-80,4-7=-80 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plo TIMOTHY L. G� Vert:2-11=-20,9-11=-60,6-9=-20,1-4=-95,4-7=-20 LaCHAPELLE a 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) CIVIL 0 Vert:2-11=-20,9-11=-60,6-9=-20,1-4=-20,4-7=-95 0.3fl 4)MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Q Vert:2-6=-2,1-2=58,2-4=26,4-6=40,6-7=73 Ho¢1-2=-66,2-4=-34,4-6=48,6-7=81 5)MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 L�N 17/05 Continued on Page 2 Warning! —Verify design parameters and READ NOTES ON THIS AND Reliable Truss Components Ina INCLUDED RELIABLE TRUSS REFERENCE PAGERT-2' S 3W WEIBY M.NEW BE-0- 5WA9B-]Bn Job Truss Truss Type Qty Ply Mid-Cape Home Centers-Shelley Job 20381R T03 FINK - 3. 1 - - - Job Reference(optional) Reliable Truss 8 Components,Inc.,New Bedford,MA,02745,Mark Pasquill - 5.200 s Dec 2 2003 MiTek Industries,Inc.Thu Jan 13 11:06:22 2005 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:2-6=-2,1-2=73,2-4=40,4-6=26,6-7=58 Hoe 1-2=-81,24=48,4-6=34,6-7=66 - 6)MWFRS list Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-6=-2,1-2=73,2-4=40,4-6=40,6-7=73 Hors 1-2=-81,24=48,4-6--48,6-7=81. - 01/17/05 ' Warning! —Verify design parameters and READ NOTES ON THIS AND Reliable Truss INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 sc"'"P°"`""`-c- - 200 WElBYfN.NEw 9EOFORU.MA.MIBB90-]en Job Truss Truss Type Oty Ply 7job -Cape Home Centers-Shelley Job 20381R T04 GABLE 1 Reference o tiona0 Reliable Truss 8 Components,Inc.,New Bedford,MA,02745,Mark Pasquill 5.200 s Dec 2 2003 MiTek Industries,Inc. Thu Jan 13 11:06:22 2005 Page 1 ,0.8-0 11-0-0 22-0-0 22-8-0 t � 1 0-8-0 11-0-0 11-0-0 0-8-0 Snle=1:37.8 3.6= 30 11 7 .3x4 11 6 8 . 3.4 11 r 30 11 5 a 6.00 12 3011 - 3.4 II 4 10 3x4 11 ST4- STS 30 11 � ST3 ST6 11 IT T2 ST1 ST8 9 2 1213 82 10 US 11 30 11 3.4 11 3x4 11 30 11 5x6= 30 11 3x4 11 30 11 3x8 11 111 22-0-0 22-0-0 Plate Offsets XXYL_12:0-3-8,Edge]�D2:0-3-8 Edge] (17:0-3-0 0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.26 Vert(LL) la - n/a 999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.13 Vert(TL) . 0.01 13 >594 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Weight:88lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF No.2 WEDGE Left:2 X 3 SPF No.2,Right:2 X 3 SPF No.2 REACTIONS (lb/size) 2=234/22-0-0,12=234/22-0-0,21=398/22-0-0,14=398/22-0-0,15=115/22-0-0,16=223/22-0-0,17=184122-0-0,20=115/22-0-0, 19=223/22-0-0,18=184/22-0-0 Max Horz2=-84(load case 4) Max Uplift2=-76(load case 6),12=-76(load case 6),21=-212(load case 5),14=-210(load case 4),15=53(load case 4),16=-128(load case 6), 17=-6(load case 4),20=-54(load case 5),19=-128(load case 6),18=-21(load case 5) Max Grav2=266(load case 2),12=266(load case 3),21=458(load case 2),14=458(load case 3),15=131(load case 3),16=259(load case 3), 17=202(load case 3),20=131(load case 2),19=259(load case 2),18=202(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/6,2-3=-122/82,3-4=-82/68,4-5=-54/95,5-6=-62/141,6-7=-54/146,7-8=-54/146,8-9=-62/139,9-10=-54/74,10-11=82/39, 11-12=-106/82,12-13=0/6 BOT CHORD 2-2'.=0/132,20-21=0/132,19-20=0/132,18-19=0/132,17-18=0/132,16-17=0/132,15-16=0/132,14-15=01132,12-14=0/132 WEBS 3-2.=-347/198,11-14=-347/196,10-15=-125/66,9-16=-210/130,8-17=-164/11,4-20=-125/67,5-19=-210/130,6-18=-164/26 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 48 ft by 24 It with exposure C ASCE 7-93 per iBOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)Design load is based on 30.0 psf specified roof snow load. 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 9 pi.H���q3+ 6)Gable studs spaced at 2-0-0 oc. A �C 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by1-0-0 wide will fit between the TIMOTHY(- yt'iN chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 76 lb uplift at joint 2,76 lb uplift at joint 12,212 lb uplift a LaCHAPELLE '2810 lb uplift at joint 14,53 lb uplift at joint.15,128 lb uplift at joint 16,6 lb uplift at joint 17,54 lb uplift at joint 20,128 lb uplift at joint 19 and 21 lb up i 1 CIVIL C� to LOAD CASE(S) O.30 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Q Uniform Loads(plf) Vert:2-12=-20,1-7 -80,7-13=-80 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 17/05 Continued on p>ace 2 Warning! -Verify design parameters and READ NOTES ON THIS-AND Reliable Truss ' -INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 &Components Inc.® NEW BEDF-MA.SOB9BB-]e]) Job Truss - Truss Type aty Ply Mid-Cape Home Centers-Shelley Job 20381R T04 GABLE - 1 1 Job Reference optional - - - Reliable Truss&Components,Inc.,New Bedford,NSA,02745,Mark Pasquill 5.200,s Dec 2 2003 MiTek Industries,Inc.Thu Jan 13 11:06:22 2005 Page 2 LOAD CASE(S) - Uniform Loads(pli) Vert:2-12=20,1-7=-95,7-13=-20 _ 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-12=20,1-7=-20,7-13=-95 - 4)MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 - - Uniform Loads(plf) Vert:2-12=-2,1.2=58,2-7=26,7-12=40,12-13=73 Horz 1-2=-66,2-7=-34,7-12=48,12-13=81 5)MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-12=2,1-2=73,2-7=40,7-12=26,12-13=58 Horz 1-2=-81,2-7=48,7-12=34,12-13=66 6)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 - - Uniform Loads(plf) Vert:2-12=2,1-2=73,2-7=40,7-12=40,12-13=73 - - Horz 1-2=-81,2-7=48,7-12=48,12-13=81 01/17/05 Warning! —Verify design parameters and READ NOTES ON THIS AND Reliable Truss INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 &Components Inc. 200 WEl8Y Rp.NEw BEOFORO.MP.MI899b - r Job Truss Truss Type - Oty Ply Mid-Cape Home Centers-Shelley Job 20381R TOS FINK 3 1 Job Reference(optional) Reliable Truss 8 Components,Inc.,New Bedford,MA,02745,Mark Pasquill _ 5.200 s Dec 2 2003 MiTek Industries,Inc. Thu Jan 13 11:06:23 2005 Page 1 0=6-0 6-0-7 12-0-0 17-11-9 24-0-0 24-8-0 O 8 0 6-0-7 5 11 9 5-11-9 6-0-7 scale=1:41.0 4.6_ 4 . -6.00 12 3x4 3.4 3 W3 5 1 2 6 7 4ffi II 10 - 11 - -12 9 8 4x8 II 3x4= 3x6= 30= 8-04 15-11-12 24-0-0 8-0-4 7-11-7 8-0-4 Plate Offsets(X 12:0-3-8 Edge) 6:0f 3-8 Edge LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.69 Vert(LL) -0.22 8-10 >999 240 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.30 B-10 >942 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Weight:85lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-7-2 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2 X 4 SPF No.2 WEDGE Left:2 X 3 SPF No.2,Right:2 X 3 SPF No.2 REACTIONS (lb/size) 2=1309/0-3-8,6=130910-3-8 Max Horz2=92(load case 5) Max Uplift2=-513(load case 6),6=-513(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/6,2-3=-2133/754,3-4=-1878/755,4-5=-1878/755,5-6=-2133/754,6-7=0/6 BOT CHORD 2-10=-571/1775,10-11=-295/1233,11-12=-295/1233,9-12=-295/1233,8-9=-295/1233,6-8=-571/1775 WEBS 3-10=-478/273,4-10=-264/776,4-8=-264/776,5-8=-478/273 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 48 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Design load is based on 30.0 psf specified roof snow load. 3)Unbalanced snow loads have been considered for this design. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 513 lb uplift at joint 2 and 513 lb uplift at joint 6. LOAD CASE(S) 1 Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-11=-20,11-12=60,6-12=-20,1-4=-80,4-7=-80 V 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 'y Uniform Loads(plf) O TIMOTHY L. G� Vert:2-11=-20,11-12>60,6-12=-20,1-4=-95,4-7=-20 LaCHAPELLE 1:,11 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) CIVIL Vert:2-11=-20,11-12=-60,6-12=-20,1-4=-20,4-7=-95 o.30 4)MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Q Vert:2-6=-2,1-2=58,24=26,4-6=40,6-7=73 Horz 1-2=-66,24=-34,4-6=48,6-7=81 5)MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 L�N 17/05 Continued on page 2.. Warning! -Verify design parameters and READ NOTES ON THIS AND Reliable Truss INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 &`"' ininlc1 2B0 WELBY M.NEW BEDFQM.MA.SBaBB&]Bn Job Truss Truss Type aty Ply Mid-Cape Home Centers-Shelley Job 20381R T05 FINK - 3 1 . Job Reference Lptional Reliable Truss&Components,Inc.,New Bedford,NSA,02745,Mark Pasquill - - 5.200 s Dec 2 2003 MiTek Industries,Inc.Thu Jan 13 11:06:23 2005.Page 2 LOAD CASE(S) - - Uniform Loads(plf) Vert:2-6=-2,1-2=73,2-4=40,4-6=26,6-7=58 . Horz 1-2=-81,24=48,4-6=34,6-7=66 6)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) - - Vert:2-6=-2,1-2=73,2-4=40,4-6-00,6-7=73 - Horz 1-2=-81,24=48,4-6=48,6-7=81 01/17/05 Warning! —Verify design parameters and READ NOTES ON THIS AND 'Reliable Truss INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 &C°raponintsInc �w,ELa. NEW UEOF Job -Truss Truss Type- Oty Ply Mid-Cape Home-Centers-Shelley Job 20381R TO6 - GABLE 11 - Job Reference o tp ions Reliable Truss 8 Components,Inc.,New Bedford,MA,02745,Mark Pasquill 5.200 s Dec 2 2003 MiTek Industries,Inc.Thu Jan 13 11:06:23 2005 Page 1 10-8-0 12-0-0 24 0-0 24-8-0 0-8-0 12-0-0 12-0-0 0-8-0 Scale=1 AU . 4.4 T - 3x4 II .3x4 3x411. 3x4 II 3x4 II 3x4 II - _ T5 10 3.4 11 ST4 3.4 11. 3 ST3 S 11_ ST2 STI ST1 ST9 9 2 1273 B1 - _ 83 �o 3x811, 3x811- 111 ' 3X4 I 3x4 11 - 3x4 11 3x4 11 3x4 11 6x6= 3x4 11 3.4 11 3z4 I 14-0-0 24-0-0 14-0-0 10-0-0 Plate Offsets X, :[2:0-3-8,Edge]_[12:0-3-8 Edge] [17:0-3-0 0-3-0) LOADING(psf) SPACING 2-0-0 - CSI - DEFL in (loc) I/deft Ud PLATES GRIP _ TCLL 30.0 Plates Increase .1,15 _ TC 0.26 Vert(LL) n/a - n/a 999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.13 Vert(TL) 0.01 1 >594 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 HOrz(TL) 0:00 12 n/a n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Weight:100lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X4 SPF No.2 WEDGE Left:2 X 3 SPF No.2,Right:2 X 3 SPF No.2 REACTIONS (lb/size) 2=232/24-0-0,12=232/24-0-0,22=398/24-0-0,14=398/24-0-0,18=186/24-0-0,15=115/24-0-0,16=221/24-0-0,17=195/24-0-0, 21=1 15/24-0-0,20=221/24-0-0,19=195124-0-0 Max Horz2=92(load case 5) - - - Max UpIM=-88(load case 4),12=-87(load case 6),22=-211(load case 5),14=-208(load case 4),15=-56(load case 4),16=-115(load case 6), 17=-91(load case 4),21=-56(load case 5),20=-115(load case 6),19=-93(load case 5) Max Grav2=265(load case 2),12=265(load case 3),22=458(load case 2),14=458(load case 3),18=186(load case 1),15=133(load case 3), 16=253(load rase 3),17=232(load case 3),21=133(load case 2),20=253(load case 2),19=232(load case 2) FORCES (11b)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/6,2-3=-113/85,3-4=-79/94,4-5=-51/121,5-6=-57/163,6-7=-59/204,7-8=-59/204,8-9=-57/155,9-10=-51/95,10-11=-79/58, 11-12=-103/85,12-13=016 BOT CHORD 2-22=0/116,21-22=0/116,20-21=0/116,19-20=01116,18-19=0/116,17-18=01116,16-17=0/116,15-16=0/116,1 4-1 5=011 1 6,12-14=0/116 WEBS 3-22=-346/197,11-14=-346/195,7-18=-145/0,10-15=-126/69,9-16=-204/117,8-17=195/96,4-21=-126/69,5-20=-204/117,6-19=-195/97 NOTES' 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 48 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.:33,and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)Design load is based on 30.0 psf specified roof snow load. 4)Unbalanced snow loads have been considered for this design. {)) 5)Gable requires continuous bottom chord bearing. �5�+ 6)Gable studs spaced at 2-0-0 oc. 9� 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the .'.I�� HY - 1:G; chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 881b uplift at joint 2,87 lb uplift at joint 12,211 lb uplift a LaCHAP ELL E 208 Ito uplift at joint 14,56 lb uplift at joint 15,115 lb uplift at joint 16,91 lb uplift at joint 17,56 lb uplift at joint 21,115 lb uplift at joint 20 and 93 lb u joint 19. CIVIL Cn LOAD CASE(S) o.302 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Q Uniform Loads(plf) Vert:2-12=20,1-7=80,7-13=-80 }� Z 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 L 17/05 Continued on page 2 Warning! -Verify design parameters and READ NOTES ON THIS AND Reliable Truss INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 &`"m"'"`"`'' Zoo WELBY M.NEW eEDFOM.MA.So688B-R>] r Job - Truss Truss Type Oty Ply Mid-Cape Home Centers-Shelley Job 20381R I TO6 GABLE - 1 -1 Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,NIA,02745,Mark Pasquill 5.200 s Dec 2 2003 MiTek Industries,Inc. Thu Jan 13 11:06:24 2005 Page 2 LOAD CASE(S) Uniform Loads(plt) Vert:2-12=20,1-7=-95,7-13=-20 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-12=-20,1-7=-20,7-13=-95 4)MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) - - Vert:2-12=2,1-2=58,2-7=26,7-12=40,12-13=73" Harz:1-2=-66,2-7=-34,7-12=48,12-13=81 - 5)MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-12=2,1-2=73,2-7=40,7-12=26,12-13=58 Harz:1-2=-81,2-7=-48,7-12=34,12-13=66 6)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) - - - - Vert:2-12=2,1-2=73,2-7=40,7-12=40,12-13=73 Harz 1-2=-81,2-7=48,7-12=48,12-13=81 - .01/17/05 Warning! —Verify design parameters and READ NOTES ON THIS AND Reliable Truss INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 &Co mponents Inc. - WELBYM.NEW 6EOE0NO.MA.Mib - Job Truss _ Truss Type Oty Ply Mid-Cape Home Centers-Shelley Job 20381R T07 HOWE 1 2 Job Reference(optional Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 5.200s Dec 2 2003 MiTek Industries,Inc. Thu Jan 13 11:06:24 2005 Page 1 5-8-7 11-0-0 16-3-9 22-0-0 587 539 539 587 Scale=1:37.4 SA 11 3 6.0012 Us 4 dY6 2N3 4 Wt. W2 W4 WS BL] B2 �b' Special Special special Special Special Special Special Special 8 7 6 7.14 M1118Wi - 3Y10 II 9x10 MII18H=- 3x10 11 7x14 1011118H� Special Special Special - special 5-8-7 11-0-0 16-3-9 22-0-0 5-8-7 5-3-9 5-3-9 5-8-7 Plate Offsets X Y)_1:Edge,O-2_t31 (S Edge,O 2.13]_[7:0 50 0 5 0] LOADING(psf) SPACING 2-0-0 CSI DEPL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.21 7-8 >999 240 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.78 Vert(TL) -0.35 7-8 >735 180 M1118H 141/138 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.11 5 n/a n/a BCDL 10.0 Code BG/ANS195 (Matrix) Weight:216lb LUMBER BRACING TOP CHORD 2 X 4 SPF 210OF 1.8E TOP CHORD Sheathed or 3-0-14 oc purlins. BOT CHORD 2 X 6 SYP M 23 BO,T CHORD Rigid ceiling directly applied or 8-7-7 oc bracing. WEBS 2 X 4 SPF No.2 WEDGE Left:2 X 6 SPF-S No.2,Right:2 X 6 SPF-S No.2 REACTIONS (lb/size) 1=8604/0-3-9(input: 0-3-8),5=8604/0-3-9(input: 0-3-8) Max Horz 1=82(load case 5) Max Upliftl=-3746(load case 6),5=-3746(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-14034/6099,2-3=-9623/4245,3-4=-9623/4245,4-5=-14034/6099 BOT CHORD 1-8=-5278/12261,7-8=-5278/12261,6-7=-5278/12261,5-6=-5278/12261 WEBS 2-8=-1769/4116,3-7=-3567/8074,4-6=-1769/4116,2-7=-4435/1970,4-7=4435/1971 NOTES 1)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 21-10-4 sufficient to connect truss(es)???(1 ply 2 X 4 SPF) to front face of bottom chord. The designtselection of such special connection device(s)is the responsibility of others. . 2)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-4-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 48 ft by 24 It with exposure C ASCE 7-93 per BOCA/ANSl95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 OF 5)Design load is based on 30.0 psf specified roof snow load. AL�� hf,4&,, 6)All plates are M1120 plates unless otherwise indicated. 50, 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the y chord and any other members. TIMOTHY L. G' 8)WARNING:Required bearing size at joint(s)1,5 greater than input bearing size. GS LaCNAPELLE P1 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3746 lb uplift at joint 1 and 3746 lb uplift at joint 5. 10)Girder carries tie-in span(s):30-0-0 from 0-0-0 to 22-0-0 O0 CIVIL 11)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 21-10-4 sufficient to connect truss(es)???( ly 2 O 302 4 SPF) to front face of bottom chord. The design/selection of such special connection device(s)is the responsibility of.others. LOAD CASE(S) 1)Snow,Lumber Increase=1.15,Plate Increase=1.15 �� \ Uniform Loads(plf) L Vert:1-5=-713(F=-693),.1-3=-80,3-5=-80 17/05 Continued on page 2 Warning! -Verify design parameters and READ NOTES ON THIS AND Reliable Truss INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 &Components Inc. 308 WELBY RO.NEW BEOFOM.MA.600.B9B-]6�] Job Truss Truss Type Oty Ply 2 Mid-Cape Home Centers-Shelley Job E 20381R T07 IHOW - - 1 Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,NSA,02745,Mark Pasquill 5.200 s Dec 2 2003 MiTek Industries,Inc. Thu Jan 13 11:06:24 2005 Page 2 LOAD CASE(S) 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 - Uniform Loads(plf) - - - - Vert:1-5=-713(F=-693),1-3=-95,3-5=-20 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 - - - - - Uniform Loads(plf) - - - - Vert:1-5=-713(17=-693),1-3=-20,3-5=-95 4)MWFRS Wind Left:Lumber Increase=1.33,.Plate Increase=1.33 Uniform Loads(plf) Vert:1-5=305(F=307),1-3=26,'3-5=40 Horz:1-3=-34,3-5=48 5)MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) - - - - Vert:1-5=305(F=307),1-3=40,3-5=26 _ Horz 1-3=48,3-5=34 6)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Platelncrease=1.33 Uniform Loads(plf) Vert:1-5=305(F=307),1-3=40,3-5=40 Horz:1-3--48,3-5=48 - - - - 01/17/05 Warning! —Verify design parameters and READ NOTES ON THIS AND Reliable Truss INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 sC°'"p°"e""Inc. po­a.�. wa�Fo�.�. �� t f• A II II I � 1I III L ? 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SELLEY RESIDENCEn�51GN5 rn (508) 396-4194 MARK 5HFMY 1 (906) 452-4560 150 WARWICK WAY - CRN2RVlM,MA, www,caddesigns.6iz Ja4@cadde5ign5.67 t24.6 24 6 Q rQ w o - - — — — — — — - — — — — — — tt a a I I x III II TT I .I I' - ---- . IF -lI x . 10314• 69 Q s 4 E CEll z m. . 1,2 - - - - m - FA And 1-O = L- ` a z >a � I I o II o II II ......... ' — l � I I' � 3'S• �2 r � o I, Z` Z n1 4'.6• Q� I 6� So O II O CR m Do N II a o_ mx II MN z� �o y N I. a II 2412 24 2 2412 4'-10' 1 � 5'6' 64 V2• 5'1 V2' -10 z D GREATER HARWICH DRAWN DY JAY M. CAP_ Pz o �o CONSTRUCTION CORP. SI IEI,I,E�' RESIDENCE yob, age-4144 n�51GN5 \ MARK 5NELLEY (508) 452-4560 150 WARWICK WAY - CENfUNILLE,MA. www,cadde5icp5.6jz Jay@caddes�gns.b�z 1 i 1 LOCATION MA, P Assessors Map 4V Parcel 114 LOT 14 LOT ( 3 zI LA ys '/ice; O •� � � � Z� � , a G):3m aC, s _ i 2Z 3 n 6 �s LOT r" 5 o I5 , 753 S . F LOT 16 . 36 . ACRES i RAN EN I NE ER I IVG I N_C WALO 941 MAIN STREET, SO . HARWICH , MA 02661 432-2878 CERTIFIED PLO T PLAN IN CEN TER VILLE MA a l cerfify fhaf fhe building on fhis lot_ Is locafed 'os. shown above and. con Forms` fo fhe sefback `r,equiremen fs oF. fhe Town BPS " of Cenfervllle and 'is' not locafed wi hazard . fhln a High Flood haz ti area. n No 93�8 Po. PROJECT : 04 - 272 SCALE : l " a 30 ' ;DATE : 1219104 q U � LOCATION MAP Assessors Map / 4 8 Parcel 114 LOT 14 ' LOT 13 .G 00 00 f LA ` c' � • z2 3 p � 3Z LO-T , 51 o 15 , 7.53 ' S F ,.4 ` 36 , ACRES : f LOT. 16 _• I _ . . MORAN ENGItVEER : ING iN ;C v 94I MAIN STREET, SO . HARWICH , MA .0288 432-2878. CERTIFIED PL 0 T PL A N IN CEN TER VIL L E MA 1 cer f':I Fy . "fhof fhe bui lding on ' fhls lof" is located as shown"- `,�koF. . above onnd con Forms fo . fhe sefbock 're uiremen fs of fhe Town BPS of Cen fer.v I 1 1 e and l.s no f I o o a fed `w 1 fhq I n a 'HI gh Flood hazar' area, i No d _ vFESS�� 01 �9•tio SUflV�O PROJECT -04 - 272------] SCALE : 1 " a J0 ' DA TE : 1219104 ABBREVIATIONS ELECTRICAL DOTES .JURISDICTION NOTES A AMPERE 1. THIS SYSTEM 1S GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN, EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH-CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5: 6. CIRCUITS OVER 250V TO GROUND SHALL CURRENT ., Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B) , Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER - kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST.ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS.REQUIRED BY F NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE a. OC` ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING p _ POI POINT OF INTERCONNECTION HARDWARE. _ PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND_CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS } _ TYP TYPICAL l 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 STRUCTURAL VIEWS LICENSE GENERAL NOTES ' PV6 THREE LINE DIAGRAM - Cutsheets Attached, GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION x ELEC 1136 MR OF THE MA STATE BUILDING CODE. — 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING _ MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) ., CONFIDENTIAL— THE INFORMATION HEREIN d08 NUMBER: J B-0 2 6 9 8 9 00 PREMISE OWNER: DESCRIPTION: DESIGN: ■ SCHWARTZ, BEVERLY SCHWARTZ RESIDENCE �O�S�IarC�ty. CONTAINED SHALL NOT BE USED FOR THE Yonah Sorin ? BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 150 WARWICK WAY 6.76 KW PV ARRAY PART OTHERS OUTSIDE THE RECIPIENTS MODULES: CENTERVILLE MA 02632 TMK OWNER: ORGANIZATION, EXCEPT IN CONNECTION NTH [MODULES i 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE 26 Hanwha Q—Cells Q.PRO G4 SC 260 * * SHEET: REV: DATE: Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ( ) # / TMK: APN: PAGE NAME: PERMISSION OF SOLARCITY INC. INVERTER. T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE6000A-USOOOSNR2 5084281859 COVER SHEET PV 1 4/17/2015 (888)-SOL-CITY(765-2489) www.solarcity.com 150 Warwick -Way (E) DRIVEWAY y II PROPERTY PLAN Scale: 1/8" = V 0 1' 8' 16' C, J B-0 2 6 9 8 9 . 0 0 PREMIX OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER:CONTAINED SHALL NOT BE USED FOR THE SCHWARTZ, BEVERLY SCHWARTZ RESIDENCE Yonah Sorin SolarCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'" NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 150 WARWICK WAY 6.76 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: CENTERVILLE; MA 02632 PT I CONNECTION WITH 'v Building Unit 11 ORGANIZATION, EXCEPT N C 24 St. Martin Drive, Bud 2, 9 THE SALE AND USE OF THE RESPECTIVE (26) Hanwho Q—Cells #Q.PRO G4/SC 260 SHEET: REV: DATE: Marlborough, MA 01752 PAGE NAME R ITY EQUIPMENT, WITHOUT THE WRITTEN T: 650 638-1028 F: 650 638-1029 SOLA C 0 INVERTER: ( ) ( ) PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A-USOOOSrlR2 5084281859 PROPERTY PLAN PV 2 4/17/2015 (888)—SOL—CITY(765-2489) www.solarcity.com PITCH: 30 ARRAY PITCH:30 • MP1 AZIMUTH:233 ARRAY AZIMUTH:233 150 Warwick Way MATERIAL: Comp Shingle STORY: 1 Story PITCH: 30 ARRAY PITCH:30 MP2 AZIMUTH: 143 ARRAY AZIMUTH: 143 MATERIAL: Comp Shingle STORY: 1 Story SH OF (E) DRIVEWAY }. per' YOO JIN !t_ 1�n PITCH: 25 ARRAY PITCH:25 K MP4 AZIMUTH: 143 ARRAY AZIMUTH: 143 VI y No.4 7 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 30 ARRAY PITCH:30 MP5 AZIMUTH:233 ARRAY AZIMUTH:233 ONM. x MATERIAL: Comp Shingle STORY: 1 Story Front Of House Digitally igned by Yoo Jin Kim ; Date:2015.04.20 11:32:03-07'00' �s LEGEND Q (E) UTILITY E & WARNING IT METER W NG LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS OD i © DC DISCONNECT &.WARNING LABELS AC ----, © AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS - °0 DISTRIBUTION PANEL & LABELS V�P5 LOAD CENTER & WARNING LABELS O DEDICATED PV¢SYSTEM METER o a I Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- � CONDUIT RUN. ON INTERIOR GATE/FENCE D Q HEAT PRODUCING VENTS ARE RED E INTERIOR EQUIPMENT IS DASHED L_"J SITE PLAN * Scale: 1/8" = V 0 11 81 16' J B-0 2 6 9 8 9 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: Yonah Sorin I,solarCity.CONTAINED SHALL NOT BE USED FOR THE SCHWARTZ, BEVERLY SCHWARTZ RESLDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: . NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 150 WARWICK WAY 6.76 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES- ORGANIZATION, CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) Hanwha Q—Cells #Q.PRO G4/SC 260 71 PAGE NAME SHEET: REV. DAIS: Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A-US00OSNR2 5084281859 - SITE PLAN PV 3 4/17/2015 (888)-SOL-CITY(765-2489) www.solarcitycom �tHOF S 1 �� YOO AN yl�„ S 1 K ca No.4 7 4" .e 4" 12'-6„ 1 � 7'-4„ 714 6-,-10" . A1. (E) LBW Digitall oo Jin Kim 1'- (E) LBW Date: 15.04.20 11:3 2:17 (A�DE VIEW OF MP1 NTS -07'00' D SIDE VIEW OF MP4 NTS MP1 X-SPACING. X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 19" PORTRAIT 48" 20" RAFTER 2X8 @ 16°OC ROOF AZI 233 PITCH 30 STORIES: 1 TOP CHORD 2X4 @ 24"OC ARRAY AZI 143 PITCH 25 STORIES: 1 ARRAY AZI 233 PITCH 30 BOT CHORD 2X4 @ 24"OC Comp Shingle C.3. 2x6 @16" OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER S 1 & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C - - 9'-10" ZEP FLASHING C (3) (3) INSERT FLASHING. 1'- (E) LBW (E) COMP. SHINGLE (4) PLACE MOUNT. SIDE VIEW OF MP5 NTS (E) ROOF DECKING U (2) V (5) INSTALL LAG BOLT WITH E 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES WITH SEALING WASHER (6) BOLT & WASHERS. LANDSCAPE 64" 24" STAGGERED (2-1/2" EMBED, MIN) PORTRAIT 48" 19" RAFTER 2x6 @ 16"OC ROOF AZI 233 PITCH 30 STORIES: 1 (E) RAFTER STAI n'V DOF�12 ARRAY AZI 233 PITCH 30 1 C.7. 2x6 @16" OC Comp Shingle i Scale: " = 1' CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6-9 8 9 0 O PREMISE OWNER. DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE SCHWARTZ, BEVERLY SCHWARTZ RESIDENCE Yonah Sor'in A BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 150 WARWICK WAY 6.76 KW PV ARRAY ►,,SolarCity. PART TO OTHERS OLITSDE THE REPIT'S ORGANIZATION, EXCEPT IN CONNECTIONENWITH MODULE: CENTERVILLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE 26 Hanwha Q-Cells .PRO G4 SC 260 2a St.Martin adbarou h,MAd01i 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ( ) / PAGE NAME SLEET: REV: DATE: 9 INVERTER: T: (650)638-1028 F. (650) 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A-USOOOSNR2 5084281859 STRUCTURAL VIEWS PV 4 4/17/2015 (B�)—SOL-aTY(765-2489) wwww.solarcity.com F � GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS . MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel-Number:Not Given Inv 1: DC Ungrounded GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: INV 1 =(1)SOLAREDGE'##SE6000A-USOOOSNR LABEL: A -(26)Hanwha Q-Cells 4Q.PRO G4 SC 260 2244168 Inverter; 6000W, 240V, 97.5V w/Unifed Disco and ZB,RGM,AFCI• PV Module; 260W, 236"5W PTC, 40mm, Blk Frame, MC4, ZEP, 600V - ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37,77 Vpmax: 30.46 INV 3 ` - Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL SOIarCity E; 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 - (E) WIRING CUTLER-HAMMER 4 A I 20OA/2P Disconnect 5 SOLAREDGE ~ . Dc+ - - - - SE6000A-USOOOSNR2 Dc- -,MP 4: 1x17 LOADS B _ Esc -- za0v -- ------------ -------- - ------------ ---- (E) - - I �~ Ll L2 DC+ �. N DC- I 35A/2P ---- GND _ EGC_/ DC+ DC+ - - ------------------------------------- I A GEC --- N DG _ - - - pC_ MP i$lJr: 1.X9 B I Y• - GND -- EGC _ fGC I ---- - .------- --------.---- ---�---- - ------------.------- t� N _ (1)Conduit Kit; 3/4"'EMT - c EGC/GEC_J •• - �- GEC-r_� -` , _ . _ - .. _ _ TO 120 240V SINGLE PHASE UTILITY SERVICE PHOTO VOLTAIC.SYSTEM EQUIPPED WITH RAPID SHUTDOWN - Voc* = MAX VOC-AT MIN. TEMP OI (I)SQUARE D k HgM235 PV'BACKFEED BREAKER -B {1}CUTLER-HAMMER #DG222UR8 /� - A (1)SolarCity 4 STRING JUNCTION BOX D� Breaker; A 2P, 2 Spaces Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R /y 2x2 STR GS, UNFUSED, GROUNDED -(2)Ground Rod; 5/8' x 8', Copper - -(1)CUTLER-�IAMMER !!DG10ON8 = Ground/Neutral Kit; 60-100A, General Duty(DG) PV 1Z6)SOLAREDGE J�300-2NA4AZS PowerBox Optimizer, 30OW, H4, DC to DC, ZEP n� (1)AWG #6, Solid Bare Copper ' -(1)Ground Rod; 5/8" x 8', Copper I (N) ARRAY GROUND PER 690.47(D): NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT•BE REQUIRED'DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG #8, THWN-2, Block 1 AWG #10, THWN-2, Black Voc*,=500 VDC Isc =15 ADC (2)AWG.#10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC (1)AWG #8, THWN-2, Red O (1)AWG #10, THWN-2, Red Vmp 350 VDC Imp=6.6 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.46 ADC L�=LL(1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC . . . . . (1 AWG #10, THWN-2,.Green EGC, , _ . . . . - . . . . . . . _ -(1)AWG #8,.T}LWN-2,.Green . . EGC/GEC.-(1)Conduit Kit;.3/4°.EMT. , . . _ _ . . .. (1 AWG #10, THWN-2, Black Voc* 500 VDC Isc--- - - -15 ADC (2)AWG #10, PV Wire, 60OV, Block Voc* =500 VDC Isc =15 ADC ® (1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=12.46 ADC O (1)AWG #6:Solid Bare Copper EGC' Vmp =350 VDC Imp=6.6 ADC �1)AWG #10. THWN-2, Green. EGC . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. . . . . . .'. CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: T JB-026989 00 - IQ CONTAINED SHALL NOT BE USED FOR THE SCHWARTZ, BEVERLY SCHWARTZ RESIDENCE Yonah Sorin ft��,SO�afC�t�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 150 WARWICK WAY 6.76 'KW PV ARRAY _ PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2 Unit 11 . THE SALE AND USE OF THE RESPECTIVE (26) Hanwha Q-Cells #Q.PRO G4/SC 260 PAGE NAME-, SHEET: REV: DATE Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A-USOOOSNR2 5084281859 THREE LINE DIAGRAM PV 6 4/17/2015 (888)-SOL-CITY(765-2489) www.sclarcitycom �►I - o 0 0 •o - p Label Location: Label Location: < Label Location: (C)(CB) (AC)(POI) 1 CD (DC) (INV) Per Code: Per Code: D Per Code: NEC 690.31.G.3 Do 0 0 0 - • •• D NEC 690.17.E o -o 0 0- o NEC 690.35(F) Label Location: =o D o 0 0 '� TO BE USED WHEN ° - ° -o D D • o INVERTER IS O A O p (DC) (INV) oC9 Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: o 0 of o . ,, (POI) o - (DC) (INV) ' ° Per Code: Ilk - - o ° Per Code: •-o °o 0 o NEC 690.17.4; NE C 690.54 t'o ° NEC 690'.53 o V �O �i� °. ,o•o D AN - • -o 0 Label Location: ° d o ( (DC) (INV) _ _ Per Code: p O D ° ® D• ° D NEC 690.5(C) ; -o- • -o ° o Label Location: (POI) Per Code: o °0 o - NEC 690.64.B.4 0 0 0 Label Location: O (DC) (CB) _ Per Code: Label Location: o ° NEC 690.17//4 1 (D) (POI) DO reO • 1 ) Q • o :o to Per Code: o moo; •° o Ong e. D NEC 690.64.B.4 0 0 - Label Location: o (POI) Per Code: ° NEC 690.64.B.7 u O30 uoR Label Location: (AC) (POI) °o o - o (AC): AC Disconnect Per Code: ° (C): Conduit p ° - --NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC-Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect = (AC) (POI) (LC): Load Center t ' Per Code: (M): Utility Meter off- - ° '� NEC 690.54 (POI): Point of Interconnection -------------- CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED MALL NOT BE USED FOR *%%r x 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �— ■ San Mateo,CA 94402 29 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set �.►►• -SOL-)638-10-2 89) w .solar it EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE �� S01altit (888)-SQL-CIIY(765-2489)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ° Next-Level PV Mounting Technology °,SolarQty ZepSolar, Next-Level PV Mounting Technology ',iSolarCity ( Zep-SOlar © Zlep sysItee� Components . for composition shingle roofs 71. _ p-roof Interlock side shown . ( Y )Ground Zap V, d v ` Zep Compatible PV Module Zep Grove - . - - Roof Attachment ' GMP4T - ` '4.. Description, PV mounting solution for composition shingle roofs cGMPPt Works with all Zep Compatible Modules o • Zep System UL 1703 Class A Fire Rating for Type 1,and Type 2 modules • Auto bonding UL-listed hardware creates structual and electrical bond V� ,LISTED - CPart Noo850-1345 omp Munt interlock No.850-1388 Leveling t No.8501397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 E 1•� Designed for pitched roofs Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 Wind tunnel report to ASCE 7-05 and 7-10 standards ' • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 Zep System bonding products are UL listed to UL 2703 6 - " �1 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip _Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, • Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ' ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zap Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf. Page: 2 of 2 t solar " 0 p ( x $o I a�' - p o SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer O P300 P350 P400 Module Add-'On For North America � (formodules PV (formodule PV (formodule PV modules) modules) modules)_ 'p` r ..INPUT .. P300 / P350 / P400 u Ratedlnput DCPower1�1 309 35D ... 4U0... W - Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 MPPT Operating Range............................................... ........8 48 8 60 ......8. 80. ..... Vdc ................... ... . ... .. ,. Maximum Short Circuit Current(Isc) 10 .Adc .. .......... .. .. .............................. .... .......................................... .... .......... ... ........... Maxmum DC In ut Current - 125 Adc ................?... ... ... ... ... ............. .... .. .. ' Maximum Efficiency_.,...,. ........ 99 5 .... .......... .... ...................... ... .............................. .... .. ...... Efficiency.... ......... ..... ......... ........98.8 .....�' Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER), F r� ';. - -Maximum Output Current 15 Adc l``��l .................... ... ... ... .. ... ............. ....... ... ... ............ .. ... 15 .. ..... Maximum Output Voltage 60 Vdc /•• n_ SOUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED:FROM INVERTER OR INVERTER OFF) .•_ ro Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE - 1 25r� EMC FCC Part15 Class B IEC63000 6 2-IEC63000 6 3 4 >yyaS �f. Safety. ........ IEC6210911class ll safety)UL1741 ... ..... .. ........ • RoHS Yes r INSTALLATION SPECIFICATIONS ..... ^". ...... ..... .... .. ... .. ..... ..... ... Maximum Allowed System Voltage 1000 Vdc .. ... ... .. .. Dimensions(WxLx H) 141x 212 x 40.5/555 x 8.34 x 1.59.,, mm/in -.. .. .. .. ..... ............ .. .. .. .. .. ...... ... .... .. Weight(Including cables)..................c............._........... 950/2.1 ......... gr./.lb_ ... .... ......... ... .. ......... ... Input Connector MC4/Amphenol/Tyco Output Wire Type/Connector Double Insulated;.Amphenol - Output Wire Length. 0.95/30 .,,.�.... ........... 1.2/39. m/ft• ... ......................... ..... .. ...... .. " Operating Temperature Range 40 +85/40 +185 .•C./•F, .. .......... ... .. ... .. ...... . .. .. ... .. Protection Rating .................................IP65/NEMA4 Relative Numidity ................ ..............�..100 ... ........:..%...... 1�1 R-d STc power of tM1e module.M.duleol up to 15%power tolerance allowetl - _ PV SYSTEM DESIGN USING A SOLAREDGE -SINGLE PHASE THREE PHASE THREE PHASE .. INVERTER 208V 480V - Minimum String Length(Power Optimizers) i 8 10 18 ' PV power optimization at the module-level .. ...... .. ........... ... .. ... ... . ........ .. ..... Up to 25%more energy - r Maximum String Length(Power Optimizers) 25 25 50 - .. ..owe ..... .. ... ...... ......... Maximum Power per String 5250 6000 1.... W - Superior efficiency(99.5%) . ....... .................. ... .:.. ....... ... ... ... i.... ....... ... .... .. ... ... .. ........ .. .. .. . Parallel Strings of Different Lengths or Orientations Yes — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading ... ..""...."" "' "' '"""..""" "'"' ." . ` ...", - ....... .. .. .•. ... .. — Flexible system design for maximum space utilization f - y _ •gi A » _�r y ��. �- - _ ram_w �• - - - — Fast installation with a single bolt - i - .. - - j r - Next generation maintenance with module-level monitoring - - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA wWW.50laredge.uS • e J So l a r e e Single Phase Inverters for North America s o I a r M oo 0 Q SE3000A US/SE3800A US/SE5000A US/SE6000A US/ SE7600A-US/SE10000A-US/SE11400A-US r -SE3000A-US I SE380OA-US I SESOOOA-US I SE6000A-US I SE760OA-US SE10000A-US ISE11400A-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 - VA SolarEdge Single Phase Inverters 100oD@240V ......... . - 5400 @ 208V .. ........... .............. .10800•@ 208V ... . ........ • - Max.AC Power Output 3300 4150 6000 8350 12000 VA ForNorth America ..... ......... ............... .545o @z4o.I. ................ ............ 1D95�.@240V. ..... ... AC Output Voltage Min:Nom.-Max.* 183-208-229 Vac - ' - - SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ ..Output Voltage°.... � � . . . ' AC Output Voltage Min:Nom Max. a✓ � � � � � � SE760OA-US/SE1000OA-US/SE1140OA-US .211-2ao-z6nva�.... ........ ....... .... AC Frequency Min:Nom Max,* I 59.3.,60,60.5(with HI country setting 57:60.60 5) Hz .. ... ` I 24 @ 208V ( I 48 @208V °'• Q Max.Continuous Output Current 12.5 16 25 32 47.5 A 21 @ 240V.......... ........ 42.@ 240V n. .... .... ............ ............................. ................ .. .. :. GFDI ..... ........ ... ...... ..... 1....... ........ :.. ....:......... A ... Utility Monitoring,Islanding - ` Y Protection,Country Configurable Yes -vertu 'i Thresholds ? INPUT - �` of 5•��:.. i • -- --•--�'•( 1 G�� Recommended Max.DC Power** _ - d feats a (STC) Transformer less,Ungrounded 75Yes 3750 4750 6250 9500 12400 -14250 W ............... ... ..... .... .... LR Max.Input Voltage 500 Vdc d ... .............................. ............ .... .... .... ... 325 @ 208V/350'@ 240V Vdc p B .... .... ...... ............. • As. ... I 16.5@ 208V 33 @ 208V k .. Max.Input Current 9.5 13 18 23 - 34 5 Adc ii +** l 15.. @.... . ..... .... .......... I 30 5 @ 240V..I............. ... :. ... P Input Short Circuit Current 30 45 Adc Reverse-PolantyProtection .........••.•••••.••••••••.•Yes ..... ........ ..... .. ........ . ........ ......... ............. .................... ......... "- . Ground-Fault Isolation Detection - 600ke Sensmvity ............................... ........ ........ ...... ...._.......... ........... ......... .... ......t......... .................. .................. ........... .Maximum Inverter Efficiency...... 97:Z..... .....98:?.:. 98.3 98.3 9B...:. _ 98.... 98... ..... ... ... -. ..... .................I................I.97.5�@240V .............I....@ 240V..I .. ,CEC Weighted Efficiency 97.5 98 98 97.5 97 5 97.5 % <2.5............ <4 W... . Nighttime Power Consumption _ .. ADDITIONAL FEATURES Supported Communicationlnterfaces• •.••. ••..,•R5485 RS232 Ethernet,ZigBee(optional)_••_.•............ ........... .. ••,.•• r. .. Revenue onal STANDARD C Data,ANSI C12.1 UL1741 UL1699B UL3998 CSA 22 2 ..........STANDARD COMPLIANCE.:...... ....:...... L. ( `� �,+•,.w,,. t _ Grid Connection Standards .... ....... ....IEEE1547 .. . ......_. ..... .... ............................ .... . t -- - Emissions i INSTALLATION SPECIFICATIONS' _ r F : . FCC part15 class B I _ • AC output conduit size/AWG range ..... ..3/4"minimum/24 6 AWG 3/4 minimum/8 3 AWG '!,•,,,'.:• DC input conduit size/#of strings 3/4"minimum/1 2 strings/24 6 AWG 3/4"minimum/1 2 strings/14 6 AWG - < - / .. .................................................x In.. .. .. m -- Dimensions with AC/DC Safety .. 30.5 x 12.5 7/ 30.5 x 12.5 x 7 5/ / J 305x125x10.5/775x315x260 Q!.,.-x�,.. .:,�. - -._.. ,,..,.• :' Switch(HxWxD) 775'x 315 x 172 ......775 x 315.x 191. ......... ..... ..... .... ...................... .... ... ...................._............ .. ............ ... . .... .......... ..... .: ... .. ,. ..,..;. Q....x ... - Weight with AC/DC Safety Switch..... ..........5.....23.2....,...... ...........54.7..24:7........... ........:......s. :4./4........................ .fib./kg... Cooling..•.. •...... •••. ••.... .••Natural Convection Fan..(userreplaceable) ......... The best choice for SolarEdge enabled systems Noise <25 .. .. .........•. • .. .. .... ....:<So ........... p y -• 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 2011 690.11 compliance Range ••.•••..... ••.... ..•.... . . ,............. .. , •• . .. ........... NEMA3R Superior efficiency(98%) For other regional settings pleasecontact SolarEdge support t Protection Rating .. ...._• . .... .•.•..•• ..••.•• •••• ••• ........... ' ' - 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. Fordetailed information,referto htto//www=_olaredee.u</file</odfs/inverter do ov euide.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 m icroFIT(microFlT exc.SE31400A-US-CAN). ' — Internet connection through Ethernet or Wireless l — 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 n sunsa�� USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us L SPECIFICATION Format 65.7 in x 39.4in x 1.57in(including frame) (1670 mm x 1000 mm x 40 mm) n!I Weight 44.09 lb(20.0 kg) Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology ^� Back Cover Composite film - Frame Black anodized ZEP compatible frame ^' Cell 6 x 10 polycrystalline solar cells - - Junction box Protection class IP67,with bypass diodes w„_..--•-"-`� Cable 4 mma Solar cable;(+)>_47,24in(1200 mm),(-)a47,24in(1200 mm) - -" Connector MC4 UP 68)or H4 OP68) 1-HO--1° .ELECTRICAL CHARACTERISTICS K • • , , ( 1 • PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000.W/mT,25•C,AM 1.5G SPECTRUM)' _ - - POWER CLASS(+5W/-OW) IWl 255 260 265 Nominal Power Pn, IWl 255 260 265 • 1 , J • ' ' Short Circuit Current IzC [Al 9.07 9.15 9.23 Open Circuit Voltage V"C IV] 37.54 37.77 38.01 ! Current at p- I_ IA1 8.45 8.53 8.62 - !,� Voltage at P,•P V_ IV] 30.18 30.46 30.75 r The new Q.PRO-G4/SC is the reliable evergreen for all applications,With - Efficiency(Nominal Power) q 1%] >15.3 a15.6 a15.9 a black Zep Compatible'"" frame design for improved aesthetics, opti- PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT:800 W/m2,45m3'C.AM 1.5 G SPECTRUM)' mized material usage and increased safety.The 41h solar module genera- POWER CLASS(+5W/-OW) IWI. 255 260 265 tion from Q CELLS has been optimised across the board: improved output Nominal Power P., [W) 188.3 r 192.0 195.7 Short Circuit Current - IzC [Al 7.31 7.38 - 7.44 yield, higher operating reliability and durability, quicker installation and f Open Circuit Voltage VCC IV] 34.95 35.16 35.38 more intelligent.design. ' k, Current at P.P IaP [A] 6.61 6.68 6.75 Voltage at PPP V_ IV] 28.48 28.75 29.01 -- - 'Measurement tolerances SIC:e3%(P,,,P°);x 10"/°(1Y,V,°,1.",V_) 'Measurement tolerances NOC1:x 5%(P_);m 10%flu,Vim,l-,V-) ~ INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY O CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE •Maximum yields with excellent low-light •Reduction of light reflection by 50%, W +�X -occur At least 97%of nominal power during �'"' --r--r--r--r----�--�--r--` and temperature behaviour. plus long-term corrosion resistance due `sw° - m ' �„ °,y first year.Thereafter max.0.6%degra- ` b >_ �e m ------ -- ------ dation per year. f •Certified fully resistant to level 5 salt fog to high.-quality At least 92%of nominal power after � W= I •Sol-Gel roller coatin processing. ______.__ 10 years. g P g• W c At least 83%of nominal power after c t'- R :k s k 25 ears. < , i _J . . ENDURING HIGH PERFORMANCE -_ -_i__- m ---- y to Long-term Yield Security due to Anti EXTENOEO WARRANTIES + All data within measurement tolerances. . n - _a Full warranties in accordance with the PID Technology'.Hot-Spot Protect, •Investment security due to 12-year r �,- warranty terms of the Q CELLS sales IRRAanNCEfw/m9 _ organisation of your respective country. The typical change in module efficiency al an irradiance of 200 W/m'-in relation and Traceable Quality Tra.QTM. product warranty and 25-year linear Z zs Long-term stability due to VDE Quality performance warranty to 1000 W/m2(both at 25°C and AM 1.5G spectrum)is-2%(relative). 5. • . M"^ "''""�°""°""' Tested-the strictest test program. TEMPERATURE COEFFICIENTS(AT 100o WAN°;25.`C,AM 1.5G SPECTRUM) QCELLS Temperature Coefficient of I zc a P[%/Kl +0.04 Temperature Coefficient of V. I%/Kl -0.30 a - _ _ fJ SAFE ELECTRONICS TOP 816AND w Temperature Coefficient of PPP y [%/Kl -0,41 NOCT I°Fl 113+5,4(45 t 3°C) , •Protection against short circuits and ram« 1 t r thermally induced power Losses due to 2014 Maximum system Voltage V,,, IVl 1000(IEC)/600(UL) Safety Class II o breathable junction,box and welded Maximum series Fuse Rating [A DC] 20 Fire Rating C/TYPE 1 0 E cables. Max Load(UL)s ubs/ft'] 50(2400 Pa) Permitted module temperature -40°F up to+185°F W on continuous duty (40°C up to+85°C) -� PFrnf`nn Load Rating(UU' [lbs/W] 50(2400 Pa) z see installation manual - Quality Teatotl OCftlt ! 1 t u,rr°m, Een Wly., Hit. a roar-M,20/3 ILL 1703;VDE Quality Tested;CEcompliant; Number of Modules per Pallet 25 °kOA`1"'N°"" •rm®� _ IEC 61215(Ed.2);IEC 61730(Ed.1)application class A I .400 2587 ""�'�"'•' - Number of Pallets per 53'Container 32 - THE IDEALS SOLUTION FOR: D 3 wva D Number of Pallets per 4a Container 26 Rooftop arrays on Q.-S residential buildin GO=PA>iB C E Pallet Dimensions(L x W x N) 68.5 in x 44.5 in x 46.0 in c $ <coO� (1740 x 1130 x 1170 mm) Pallet Weight 1254 lb(569 kg) - F v NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of - q P G P I APT test conditions:Cells at•1000V agalnsi groundeC,wlUl conductive metal toll Covered module surface, _ CpJyPp'(�� this product.Warranty void if non-ZEP-certified hardware is attached to groove in module frame. 25°C,168h ' See data sheet on rear for further information. Hanwha 0 CELLS USA Corp. 8001 Irvine Center Drive,suite 1250,Irvine CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL q-cells-usa®g­cclls.com I WEB-cf-cells.us Engineered in Germany G) CELLS Engineered in Germany OCELLS ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A At ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO-BATTERIES, NO UPS: a CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING. DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. E EX ISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION _ EMT ELECTRICAL METALLIC TUBING ..... _ FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS'PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. - EACH UNGROUNDED CONDUCTOR OF.THE - ��ii GND GROUND - MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY ' HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). —� Isc° SHORT CIRCUIT CURRENT 7., DC CONDUCTORS EITHER DO NOT ENTER kVA 'KILOVOLT AMPERE : BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ti . y.. , kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES-SHALL BE PROVIDED WITH STRAIN (N)' NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC' ON CENTER UL-LISTED LOCATION PROVIDED BY THE r PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. - - PV -- PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL,BE SCH SCHEDULE BONDED WITH EQUIPMENT- GROUND CONDUCTORS. . S STAINLESS STEEL . STC . 'STANDARD TESTING CONDITIONS TYP TYPICAL ._ Y UPS: UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP = INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT _ - - f 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 . PROPERTY PLAN PV3 .'SITE`PLAN PV4� STRUCTURAL VIEWS PV5 ,THREE LINE DIAGRAM - LICENSE . GENERAL NOTES Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION /1 f ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING ` MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable _ REV BY 'DATE COMMENTS REV A NAME DATE COMMENTS , UTILITY: NSTAR Electric (Boston Edison) 11111111113 IF" • CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: I (� Q PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE v B—O 2 U 9 U 9 00 SCHWARTZ, BEVERLY SCHWARTZ RESIDENCE Yonah Sarin ' � SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �. c NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 150 WARWICK WAY 6.63 KW PV ARRAY PART IZ OTHERS OUTSIDE THE RECIPIENTS MODULES CENTERVILLE MA 02632 TMK OWNER:* - `ORGANIZATION, EXCEPT IN CONNECTION WITH r •' THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-255PDO5.18 TMK: * APN: * 24 SL.Martin Drrva Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRmEN Q q Q PAGE NAME: SHEET-. q REV: DATE Madborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: 508428 I U'S9 PV I Q 7 13 2015 T. (650)638-1028 F: (650)636-1029 SOLAREDGE SE6000A—US0OOSNR2 COVER SHEET / / (BBB)-SoL-CITY(765-2a69) ww.8larcit.com 150 Warwick Way ' 1 (E) DRIVEWAY 4 PROPERTY PLAN Scale: 1/8" = 1' 01, 8' 16' CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 9 8 9 00 PREMISE OWNER DESCRIPTION: DESIGN: �\`!a � CONTAINED SHALL NOT BE USED FOR THE SCHWARTZ, BEVERLY SCHWARTZ RESIDENCE Yonah Sorin °. ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 150 WARWICK WAY 6.63 KW PV ARRAY ,,SOIarCI PART TO OTHERS OUTSIDE THE RECIPIENT'S MDeub�s CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 SL Martin Drive,Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE (26),TRINA SOLAR # TSM-255PDO5.18 SHEET: REV. PATE Marlborough,MA 01752 SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN PAGE NAME T.- (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. SOLA 5084281 859 PV 2 0 7 13 2015 (888)—SOL—CITY(765-2489) www.solarcitycam INVERTER: GE SE6000A—USOOOSNR2 PROPERTY PLAN PITCH: 30 ARRAY PITCH:30 w MP1 AZIMUTH:233 ARRAY AZIMUTH:233 pHOf 150 Warwick Way MATERIAL:Comp Shingle STORY: 1 Story o?� Y00 JIN cyG PITCH: 30 ARRAY PITCH:30 MP2 AZIMUTH: 143 ARRAY AZIMUTH: 143 4 MATERIAL:Comp Shingle STORY: 1 Story No. 87 3 (E) DRIVEWAY A`� PITCH: 25 ARRAY PITCH:25 Digitally Sig e y Yoo Jin Kim r T. MP4 AZIMUTH: 143 ARRAY AZIMUTH: 143 Date:2015.07.13 09:27:50-07'00' MATERIAL:Comp Shingle STORY: 1 Story - PITCH: 30 ARRAY PITCH:30 MP5 AZIMUTH:233 ARRAY AZIMUTH:233 MATERIAL: Comp Shingle STORY: 1 Story Front Of House LEGEND (E) UTILITY METER & WARNING LABEL r INVERTER W/ Inv INTEGRATED DC DISCO .... , ` WARNING LABELS' M D © DC DISCONNECT & WARNING LABELS AC __J © AC DISCONNECT & WARNING LABELS DC JUNCTION'/COMBINER BOX. & LABELS >:DISTRIBUTION. PANEL & LABELS MP5 Lc LOAD CENTER & WARNING LABELS MP1 . El. ❑ ,ry • O DEDICATED PV SYSTEM METER t t' STANDOFF LOCATIQNS, CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR .GATE/FENCE- } D 0 HEAT PRODUCING.VENTS `ARE RED E I I INTERIOR EQUIPMENT IS.DASHED L J SITE PLAN Scale: 1/8" _ 11 0 1' 8' ' 16, Q PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B—O���U O O O ��� • CONTAINED SHALL NOT E USED FOR THE SCHWARTZ, BEVERLY SCHWARTZ RESIDENCE Yonah Sonn ,SD�C�CC�t�/ • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MWNTING SYSTEM: �.�i. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 150 WARWICK WAY - 6.63 KW PV ARRAY ►�� PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES- CENTERVILLE MA. 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-255PD05.18 [�V REV: DATE Marlborough.MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME E (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—US000SNR2 5084281859 SITE PLAN 3 (1 7/13/2015 ON)-SOL-CITY(765-2489) vn solarcny.— �ySH OF� s S i Hof YOO JIN G V co No.4 ASS AL 4„ 12'-6" Digital oo Jin 7'-4" '-10' Kim 1 — (E) LBW (E) LBW Date:2015.07.13 019:28:02 SIDE VIEW OF MP1 NTS -07'00' SIDE VIEW OF MP4 NTS A D MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 19" PORTRAIT 48" 20" „ ROOF AZI 143 . PITCH 25 „ ROOF AZI 233 PITCH 30 TOP CHORD 2x4 @ 24 OC STORIES: 1 RAFTER 2X8 @ 16 OC STORIES: 1 `�. ARRAY AZI 143 PITCH 25 ARRAY AZI 233 PITCH `30 BOT CHORD 2x4 @ 24"OC Comp Shingle C.J. 2x6 @16"OC Comp Shingle PV MODULE= 5/16" BOLT WITH LOCK x INSTALLATION ORDER S1 & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT. ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C 9'-10" ZEP FLASHING C (3) (3) INSERT FLASHING. 1'— (E) LBW (E) COMP: SHINGLE (4) PLACE MOUNT. (1) (E) ROOF DECKING U (2) �. BOLT E SIDE VIEW OF MPS NTS 5/16" DIA STAINLESS (5) (5) INS SAALINGGWASHER. WITH STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES WITH SEALING WASHER @6)' BOLT & WASHERS. LANDSCAPE 64" 24" STAGGERED (2-1/2" EMBED, MIN) PORTRAIT 48" 19" (E) RAFTER RAFTER 2x6 @ 16" OC ROOF AZI 233 PUCH 30 ARRAY AZI 233 PITCH 30 STORIES: 1 1 S 1 Al V DOFF C.I. 2x6 @16" OC Comp Shingle CON J B-0 2 6 9 8 9 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: o ■ CONTAINED SHALL NOT BE USED FOR THE SCHWARTZ, BEVERLY SCHWARTZ RESIDENCE Yonah Sorin ' � olarCrty BENEFlT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: lwi.�S NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 150 WARWICK WAY 6.63 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive,Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-255PDO5.18 SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T: (650)636-1028 F: (650)638-1029 INVERTER STRUCTURAL VIEWS / / PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 5084281859 PV 4 a 7 13 2015 (e6B)-soL-CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:Not Given Inv 1: DC Ungrounded . INV 1 (1)SOLAREDGE#SE6000A-US000SNR LABEL: A -(26)TRINA SOLAR TSM-255PDO5.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2244168 Inverter; 6000W, 240V, 97.5%; w Unifed Disco and ZB,RGM,AFCI PV Module; 5W, 232.2W PTC, 40MM, Black Frame, MC4, ZEP, 1000V. , ELEC 1.136 MR Underground Service Entrance INV 2 Voc: 38.1 Vpmax: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL SolarCity E; 20OA/2P MAIN CIRCUIT BREAKER 'Inverter 1 (E) WIRING CUTLER-HAMMER a A 1 20OA/2P AEW Disconnect s SOLAUS0O0REDGE Dc+ - - P 5: 1X9 SE6000A-USOOOSNR2 oc- M 1& (E) LOADS B 2aov ------------ -------- -- EGC------------------ L, r-- ------ L2_ pC+ � I 35A/2PA GND .. . ., - --------------- _ECI --- DC+----------------- - C TN DC- ` : 1X17 GND UGC- ------ --- s. --- GMP 4 I . . .. _ (1)Condult Kit; 3/4 EMT TO 120/240V SINGLE PHASE r UTILITY SERVICE PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = -MAX VOC AT MIN TEMP POI (I)SQUARE D k HgM235 PV BACKFEED BREAKER B (1)CUTLER-HAMMERDG222URB Q (1)SolarCit 4 STRING JUNCTION BOX D� Breaker, A 2P, 2 Spaces Disconnect; 60A, 240Vac, Non-Fusible, NEMA 3R AC 'A 2x2 S1YR GS, UNFUSED, GROUNDED ' r -(2)Ground Rod; 5/8' x 8', Copper -(1)CUTLER={1AMMER R DGi00N8 `, &round/Neutral Kit; 60-100A, General Duty(DG) PV 8)SOLAREBDoEOptlm�'rzerN3 OWSH4, DC to DC, ZEP nd (.1)AWG g6, Solid Bare Copper y A - + )Ground Rod; 5/8' x 4% Copper . ON CA OF ELECTRODE (N) ARRAY GROUND PER 690.47(p).,NOTE:.PER EXCEPTION NO 2, ADDITIONAL • - ELECTRODE MAY NOT BE REQUIRED'DEPENDING LOCATION (E) E J 1 AWG#8,:THWN-2, Black 1 AWG 10;THWN-2, Black Voc* 500 VDC Isc =15 ADC N 2 AWG,#10, PV Wire, 60OV, Black Voc* 500 VDC Isc =15 ADC O (1)AWG#8, THWN-2,.Red O (1)AWG#10, THWN-2, Red Vmp 350 VDC.Imp=12.22 ADC O (1)AWG #6, Solid.Bare.Copper EGC Vmp =350. VDC Imp=6.47 ADC (1)AWG#10, THWN-2, White NEUTRAL VmP =240 VAC Imp=25 .AAC (1 AWG 10, TIiWN-2,.Green• • EGC• • • • • 6J . . . _ . . .70 AN 0,THWN-2,•Green , • EGC/GEC-(1)Conduit,Kit;.3/47•EMT.. _ . • . ' (1 AWG#10,THWN-2, Black Voc* =500 VDC .Isc =15 ADC 2)AWG 06. PV Wire, 60OV, Black Voc* =.500 VDC Isc =15 ADC (1)AWG #10. THWN-2, Red Vmp =350 VDC Imp=6.47 ADC O (1)AWG (I6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.22 ADC . . . . .. . .0)AWG#10,JH"7:$.Green., EGC. :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . .. . . . . ... . . . . . . . . . . . . . . . . PREMISE OWNER: DESCRIPTION: DESIGN: C: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 9 8 9 00 - + ■ CONTAINED SHALL NOT BE USED FOR THE SCHWARTZ;. BEVERLY SCHWARTZ RESIDENCE Yonah Sorin T � `.SoICarC�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �..c NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 150 WARWICK WAY 6.63 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULESP CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR j TSM-255PDO5.18 AGE NAME - SHEET REV DATE Marlin Driv, MA Building 2, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: P L (650)638-1028 F: (650)638-1029 + PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A-USOOOSNR2 5084281859 THREE LINE DIAGRAM PV 5 a 7/13/2015 (888)-SOL-CITY(765-2489) www.solarcitycom J Label Location: Label Location: :. Label Location: (C)(CB) (� (AC)(POI) (DC) (INV) Per Code: Per Code: ON o Per Code: • NEC 690.31.G.3 00 0 o NEC 690.17.E NEC 690.35(F) Label Location: o e ® 'o o TO BE USED WHEN .e a 1:� ar(DC)(INV) INVERTER IS - o[ -o o s _ �� UNGROUNDED ® ® _ Per Code: NEC 690.14.C.2 * x�4� ^ rya fy Label Location: Label Location: o o r o h i -Q (POI) (DC) (INV) Per Code: Per Code: ohs o e o io o NEC 690.17.4; NEC 690.54 NEC 690.53 Nk vm-Q Q - aw, •O 0 Label Location: r� ® (DC)(INV) w14 Per Code: _ Q o NEC 690.5(C) Label Location: e o- (POI) Per Code: NEC 690.64.B.4 «. Label Location: (DC) (CB) Per Code: Label Location: ° NEC 690.17(4) A' K (D) (POI) .o s Per Code: o NEC 690.64.B.4 - r s e �r- Label Location: o ( ) �:< POI `fry" - OM - r Per Code: Q Label Location: o NEC- p,: 690 64 B 7 AC POI o 0 0 0© • (AC):AC Disconnect. O O O ( ) ( ) Q (C): Conduit Per Code: h o k . ' NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center Per Code: (M): Utility Meter te= e NEC 690.54 (POI): Point,of Interconnection CONFIDENTIAL- THE INFORMATION HERON CONTAINED SHALL NOT BE USED FOR `-,b dj 3055 gearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED San Mateo,G1102 IN MOLE OR IN PART TO OTHERS OUTSIDE THE REGPIENI'S ORGANIZATION, Label Set ���a► T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE /�,So1a I (888)-SOL�fY p65-2489)wwwsolarciry.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ° ® _s I ® - Next-Level.PV Mounting Technolo SOIafClty ,ZepSDlar Next-Level PV Mounting Technology SOIafClty ZepSolar 9 9Y` Zep System Components for composition shingle roofs _ �•` r Interlock .- GrouYMiep' - lKny siu erwyn} r Zep ComPatlEle r'N htodula -. _:� '-:. -�• .; .,r RoofAlr=hmenf ' �. . . - °Mp^)-,e�� Description F PV mounting solution for composition shingle roofs 0 OcoMp11V Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type,1 and Type 2 modules Auto bonding UL-listed.hardware creates structual and.electrical bond _ V� LISTED - r Comp Mount Interlock: leveling Foot Part No.850=1345 Part No.850-1388 Part No:850-1397 Listed to UL 2582, ,' Listed to UL 2703 Listed to UL 2703 Mounting Block to UL 2703 �.: A Specifications ' Designed for pitched roofs Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 +' • Wind tunnel report to ASCE 7-05 and 7-10 standards rngroundingr t r L i L 27 n ETL listed- -7. . Zap System oduc s are U listed to U 03 and to UL 46 P p Y • Zep System bonding products are UL listed to UL 2703 y Engineered forspans up to 72"and cantilevers up to 24" - ', ' Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep' Array Skirt,Grip,End Caps DC Wire Clip ' • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448', Listed to UL 2703 and 850-1421 850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for - This document does not create any express warranty by Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely - each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely - responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 Of 2 „ - 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 Of 2 solar=oosolar 0 o SolarEdge Power Optimizer Module Add-On for North America ?� N P300 / P350 / P400 SolarEdge Power Optimizer »%wfag� r P300 - P3S0 P400 + ,.F,.uY .wt (for 60-cell PV for 72-cell PV (for 96-cell PV Module Add-On For North America w modules, modules) modules) E , .ss t s«t G rc + - - {INPUT. u P300 / P350 / P400 f Rated Input DC Powell` 300 350 400 W p' ..... ............. . .. ..... ... ...... Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc ............. ... ...... .... ... MPPT Operating Range....... 8-60 Vdc ... ..: 4, s mn�i,.< '' ••r Maximum Short Circuit Current(Isc)... ........ ....... ......... .........8.10�........ ............. ...Adc.... - .' ,. .......... .. Maximum DC Input Current ..... .." 12.5. ...... .. ....Adc - - '°' ......... ......... .. ............ .. - _ x� i..:"Z y�i' , - Maximum Efficiency ..... ............ ... ..........9.. ..... .. ..... ..% ; ............. ........... ..... ....... .... ........ .... - Weighted Efficiency 98.8.... ..... % Overvoltage Category II - ' ,- )OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Curren[ 15 Adc t5r`Gc d er1b a Maximum Output Voltage _.. .. ...... ... ... .......... ........ ....60 ..... ...... .. ....Vdc )OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF)' Safety Output Voltage per Power Optimizer - 1 Vdc " !STANDARD COMPLIANCE' . ..... - ...... ... 62IEC610006EMC FCC PartlS Class IEC61000 3 ____ .. . .. y . ..... __ ., . 741afet II safety),ULI ............. ...... .. .... RoHS Yes .. - - " INSTALLATION SPECIFICATIONS) - -" �r Maximum Allowed System Voltage !ODD Vdc DITensions xLx H) -" .,. 141.x212x405/555x8.34x 159.. __ mm/in Weight(including cable.).......... .. .......... ....... .. .... ... ..950.... .. ...... gr/Ib... - a - - Input Connector. MC4/Amphenol/Tyco tt - Output Wire Type/Connector Double Insulated;Amphenol Output Wire Length 0.95/3.0 1.2/3.9 m/ft ... ........... .. .... :... ....... .............. ....... .. .. .. .. s '"" '` ` - Operating Temperature Range I 40 +85/-40-+185 C/'F. Protection Rating ...........65/NEMA4 .. .......... ... ... ................. .................. ... ...... ... IP Relative Humidity. 0-100 %- ..,. .... .... .... ..... .. ...... .... ........... .. .. ...... .... .. ...... ... .. - - - am:e stt co..e.mme»weme moame of eowsx nowavm...»a:newee .. - .. - - '` "- •'` °"`"'""`' ""' � '� PV SYSTEM DESIGN USING A SOLARE GE �� »i �"^�' THREE PHASE' � THREE PHASE - - ' y} ,px �a� SINGLE PHASE' �`+ ' 1INVERTER -.-'... - 208V 480V - PV power optimization at the module-level Minimumstring Lengtn(Poweroptimlzers) 8 10 1s . ... Maximum String Length(Power Optimizers) 25 25 50 — Up to 25%more energy ....ax ................ ...g ..................- ........... ... ......... .........".. _ Maximum Power per Strin 5250 6000 12750 W — Superior efficiency(99.5%) - ...aa ...g.ofDi. engths.rOri ....ions ......... ... ......... ...... .... Parallel Strings of Different Lengths 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 - - Next generation maintenance with module-level monitoring - - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.solaredge.u5 - xa�+Ytb '�+s eov-•�tie' -•1h7eg JI,y.-�5a {y,.,• - , solar """"' _ Single Phase Inverters for North America solar,�oo __ �_ P SE3000A-US/SE3800A US/SE5000A-US/SE6000A US/ u ' SE7600A US/SE10000A US/SE11400A-US ~' d SE3000A-US 3E3800A-US SESOOOA-US SE6000A-US SE7600A-US SE30000A-US I SE11400A-US IOUTPUT # SolarEd a Single.Phase Inverters : o k o00 @240� g e . t , 1 .•.• 3800 - 5000- --• 6000 ,7600.• •• - 11400 VA • Max.AC Power Output 3300• •4150 5400 @ 208V 6000 8350... 10800 @ 208V 12000 - VA - t .. For North America :..P................. 5450 @240V 10950 @240V 1 I AC Output Voltage Min:Nom:Max.'` - " " - - a xs e"'r #„ s �' ' ,;. •" 183-208-229 Vac.................... - - ✓ - ✓ SE3000A-US SE380OA-US SE5000A-US SE6000A=US ks4;k - z / / / / #, Ixzt" f+e -,, 9 ' z .AC Output Voltage Min:Nom:Max.•- - ✓ ✓1 '✓ ✓ ✓ ✓ ✓ :. .` ,; m= .. ,. 211:240.264 Vac..... ....... .......:.... ...... ...: .... ......... _ j SE7600A-US/SE10000A-US/SE11400A-US y � _ ACFre uenc Min.-Nom.-Max:' ' S9.3-60-60.5 wl[hHlcount setttn 57-60 60.5 Hz r x, +zc a ,,.. -... ... f '^d'•r^^• "{' �'�N ;.;f, ..` Output Current .12.5 ,-?.. 16 24 @ 208V 25�«. ..�V32 ... ...48 @ 208V. ..47 5 `� A Max 21 @ 240V- 42 @ 240V Continuous _ ........ .... ..... ..... . ........ r '�f GFDI ......... .: 1 ... A... . ....... _ .. Utility Monitoring,Islanding • - -' _ t s �`y s + _ Protection,Country Configurable 4. .Yes . .. r r._.:w-.w.:,...+•.`�tlerte s Sy`f'� 1*0 a,+�, Thresholds - -u.•'4 INPUT -:_' : "•,-•-_.w. .•,:......' yts `I �vr7.r sad `}w'b F,x,� >7?"�.'�.' Recommended Max.DC Power:. ... , + ;� t\ m x f :i,``' -> (STC) 3750 4750 6250 - 7500 9500 12400 14250 W.- is • ... <„ s: .. 'a -^•s fi ............................... ......... . ................. ................ ........ . ... ... ...:::... ......... .e 4 Wd ♦. t� `fir -S'`";. `i s,�.. 'h .... .•.« -.-_..> -...,,..,.......;,,r'.,.. ,✓ • °,.: r} .' `.. t't3' :rw swe,.a M .. ,:':rE�d � • r •":. . . Transformer less,Ungrounded, - - . .. ` ....... Yes .... . .'...................................... ... • ;ie72gn���,. *.,v r ............................. ... ..........-................. ..... . . ..500 Vdc _ ,._.ua. "'' r Max.Input Voltage ........ .. ...... ....... .... .... ........... t31 *h4�,`S ` °ae°s,sA fx` ..... .. .... ..... .......... ` ..:. ., _ - - .z' .. "..,.°. :�+..,. .r "�w .`J:. M. -Nom.DC Input Voltage .. ... . ......... ........ - 325 @ 208V/350 @ 240V - .... ... Vdc- 41, ... . . r 1 23 -34 5 Adc - k z_= :x *; , x..,kt „:,� .• -�•R • Max.Input Current•'• 95 13 15.5@240V 8 I. 30.5@240V N,µv. _ .k+, akaY-#'-, .. ... ... .I.... ' ° .`, X?'�' �, `;:' ns>�. ,t -� ` .Max.InputShonCircuitCurrent• ..... -•-30••• ...... .. ... .•.•,..-,.45 ... Adc - - - .......... .................. . ........................................ ,. ...... ........ ............... ....... .......... ... ... .. ....... Reverse Polarity Protection .-`r-• Yes Ground-Fault Isolation Detection .. .. . .600k.Sensitivity - _ ............................................................. .. .. .. .. .. ;yq({j < I A :„ • `4, '+*, +�: a k .. .- x` ,`,;;: Maximum Inverter Efficiency ,. 97.7 98 2 _ 98.3 98.3 .•.-.98•, % s�a��,rz :. .......... ...................... ............ ...... .. ..-.... .. .. x.y' 1. �.' •:+ #' ::,+ .'.,; 's, , { Weighted 97.5 @ 208V. . -.. ...97 @ 208V.,. . .... .. - CEC Weighted Efficiency 97.5 98 97.5 97 S 97 5 % - } �s a .: 98 @ 240V I..97.5 @ 240V. ...... ...... ...� .......................................... ....... ............. ......... ..... .. ...... .. . .. .. t_ t s r ",� A 'x •' .:� a .,r,± - Nighttime Power'Consumption _ <2.5... <4•• W '- - r &ADDITIONAL FEATURES • F { ''=e a:`..;i -`'% `� s�' `t- .. - Supported Communication Interfaces - RS485,RS232,Ethernet,ZigBee,(optional) - p - a •^°' - .Revenue Grade Data,ANSI C12.1 Optional ,.','; IY STANDARD COMPLIANCE •••1 ( 3 � •4 ^•'��,- ..Safety ..... ............ ..... ..... ................ ........, ....... ...., e :' ..-..-_ ............... Grid Connection Standards IEEE1547 1.. a>3 2' s •,.:� i ;3y ar ,:::: ''<r ..�.>e.•s ................................. .. .... ....... ....... > u w `M ` .rt"'' ;., ` ,-t:'n u.,'.;, Emissions :: r.. ..FCC part15 class B.. .�.. - �,. . p� '.; Y k x' rc f INSTALLATION SPECIFICATIONS .. _ �e AC output conduit size/AWG range - ,3/4"minimum/24-6 AWG 3/4 mmimum/..3 AWG I -. .. . ,,. `r'•, ..,", .... .. .................... ...... .... ......................... .. .. ...... y,,..:.. s „ DC input conduit size/ff of strings/ --- - '>, '.. fi - _ 3/4'minimum/1-2strings/24 6 AWG 3/4 minimum/1-2 strings/14 6 AWG . ` , ... ...................................................... ... -* ' - - - ' ,..:. _':. ,; ,,;•.; ?, s� a;':•:.' Dimensions with AC/DCSafety-•- -30.Sx12.5x7/ 30.5x12.5x7.5/ •• in/' •, ,c - _ 305 x 125 x 105/775 x 315 x 260 - ._ _�' € <:r •"' i ;;:'. .,• :`. , ;` Switch(HxWxD - ' 775 x 315 x 172 775 x.315 x 191 mm e C Safe witch l / - _. ';� ., ,. `' ,„ '-" ''"` -W, ightwithAC/D ty5 S1.2/23.. -547/;24.7:• ...88.4/40.1 ...- - b .. J .Cooling........... ..::..... ......:.Natural Convection..--. .:......... .......'. ...:Fans(user replaceable).. ... The best choice for SolarEd a enabled systems Noise ... <2s• .---• ..--_ -- -_• --. <so-.• .•..•. ..dBA.`. g y Min Max Operating Temperature „ Integrated arc fault protection(Type 1)for NEC 2011.690.11 compliance 13ao+1a0/ zs to+6o(CAN version. 4oto+6o) F.. c •` .. Range - Protection Rating NEMA.3R Supenoreffiuency(98%) .,,..-ase contact Sala upo...... - For otherregional settings please contact SolarEdge iupport. - _ Small,lightweight and easy to install on provided bracket Limited t 125%for locations wheretheyearly average high temperature isabove 77F/25C dto 135%for loc ti swherertrs below777/25C. _ Fordetaled Information,referto ItUD-Hwwwsolaredeeus/files/od(s/Inverter do versixina eulde.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 mlcroFIT(mlcroFR exc.SE31400A-US-CNN). _ - 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 sunsl�c .,, 0C. USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL WWW,SOI81 E!CIgE'.U5 w 1rra 614 * outffi PayB THE 1rAmmount MODULE TSM-PD05.18 Mono Multi Solutions e DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC - as unit-mm Peak Power Watts-Prva(Wp) I 245 1 250 1 255 260 f - 941 ! Power Output Tolerance-Pexnx(%) 0-+3 - Maximum Power Voltage-V-(V) 29.9 } 30.3 i- 30.5 4 30.6 THE "Ur�oUD� MOU nt „ � 111 1 eoz �Maximum Power Current-Imo(A) 8.20 8.27 8.37 8.50 xuncrure o Open Circuit Voltage-Voc(V) I 37.8 I 38.0 38.1 38.2 wsiuimc xoLe Short Circuit Current-Isc(A) 8.75 8.79 8.88 9.00 MODULE - Module Efficiency qm(�) ,Air 15.3 15,6 15.9 STC:Irradiance IOOO W/m',Cell Temperature 25°C Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m2 according to EN 60904-1. 0 ELECTRICAL DATA@NOCT - �� CELL Maximum Power Volt Voltage -V 17. 186 190.1 I 8.3 . 93 Maximum Power Voltage-Vmr(V) T 2L6 T _28.0 28.1. 28.3 MULTICRYSTALLINE MODULE -UN Maximum Power Current-h rr(A) I 6.59 I 6.65 - f 6.74 f e 6.84' onnw xo� A A, Open Circuit Voltage(V)-Voc(V) 11� 35.1 1 35.2 35.3 35.4 f WITH TRINAMOUNT FRAME i' t i Short Circuit Current(A)-Isc(A) 7.07 L. 7.10 7.17 �. 7.27 i ��w2��/^1ll NOCT:I-c lance a,BOO W/m',Ambient Temperature 20°C,Wind Speed I m/s. e"il5-260W PD05.18 r air lao ' 1 Back view POWER OUTPUT RANGE MECHANICAL DATA Solar cells .. �-Multicrystalline 156 x 156 mm(6 inches) Fast and simple to install through drop in mounting solution Cell orientation 60 cells(6.10) bModule dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) t Weight 21.3 kg(47.0 Ibs) i. MAXIMUM EFFICIENCY' Glass 13.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass t. . r A-A 1 Backsheet White _ E(Q' )' _ _ Black Anodized Aluminium Alloy with Trinamount GrooveGood aesthetics for residential applications Frame/�L��yJ I-V CURVES OF PV MODULE(245W) J•Box IP 65 or IP 67 rated ®� Id� � - Photovoltaic Technology cable 4.0 mm2(0.006 inches2), vl Cables Ia. � i r L 1200 Trim(47.2inches) POWER OUTPUT GUARANTEE ym `. � ) Fire Rating. •Type 2 B� 800W/m2 Highly reliable due to stringent quality control a bm m 1 • Over 30 in-house tests(UV,TC,HF,and many more) a,s.m As a leading global manufacturer �tr=1 • In-house testing goes well beyond certification requirements ti°m TEMPERATURE RATINGS MAXIMUM RATINGS ~ t - - gw .. O ° of next generation photovoltaic \._� t _ r , - 20° z00w/m2 Nominal Operating Cell 44°C(+2°C) Operationaliemperature�-40-+g5 C _ r s we believe close products,- p � - Temperature NOCT 1 p 1 t Maximum System 1000V DC(IEC) cooperation.calsucc our partners o.m Temperature Coefficient ofPnvz -0.41%/°C I Voltage I 1000V DC(UL) 1 i is critical to success. With local ` , o.m inm 20.W 3om. 4o.m x Series Fuse Ratin 15A Temperature Coefficient of Voc r-0.32%/°C Ma g presence around the globe,Trina Is. Voltage(V) p able to provide exceptional service Temperaturfr Coefficient of Isc 0.05%/°c _ T _ to each customer in each market , Certified to withstand challenging environmental and supplement bur innovative, COndIt10r1S ^- reliable products with the backing g 2400 Pa wend load � F .5 i of Trina as a strong,bankable ( 5400 Pa snow load WARRANTY partner. We are committed - - - i 10 year Product Workmanship Warranty to building strategic,mutually - , ':.? 25 year Linear Power Warranty _ - ( J .� ) beneficial collaboration with - � rr installers,developers,distributors • (Please refer to product wa antyfordetails) a and other partners as the r backbone of our shared success in - - � ) ` - CERTIFICATION driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY SP PACKAGING CONFIGURATION a 10 Year Product Warranty�25 Year Linear Power Warranty g 0 a�as Modules per box:26 pieces w Trina Solar Limited i - - E www.trinasolar.com A01 S - - Modules per 40'container:728 pieces t2 Addfffonaly Tr a 1 u e , frocomvunm t m so% MirfnpSoloislinear r o H'alfaA� O CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. GaO f ?ruhmsolar o - _ - -- --- - I�un-asolar m ang Trina Solar once. .All rights reserved.Specifications included in this datasheet ara subject to. fur f t9 80% _ chan4 TrinawithoutSolar Limited. i ite Smart Energy Together t Years 5 to is 20 25 Smart Energy Together aoMBa f _❑-Trina standard __,.�•Industrystandard_ _..� ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING - 2: THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. ` (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A 'SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED "PHASE AND SYSTEM PER ART.' 210.5. CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC — LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). ` MIN MINIMUM $. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) - NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY., w NEUT NEUTRAL ` UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER, UL-LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING \ POI POINT OF.INTERCONNECTION HARDWARE. PV- PHOTOVOLTAIC 10.. MODULE FRAMES, RAIL, AND POSTS SHALL BE , SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS E TV TYPICAL •-' F - UPS UNINTERRUPTIBLE POWER SUPPLY - V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W 'WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET - PV2 PROPERTY PLAN PV3 , SITE PLAN PV4 STRUCTURAL VIEWS PV5 THREE LINE DIAGRAM LICENSE =-GENERAL NOTES Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO.THE 8TH EDITION A _ , ELEC.1136 MR OF THE MA:STATE„BUILDING CODE. . 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS'' REV A I NAME I DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) �. E CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: \` . CONTAINED SHALL NOT BE USED FOR THE JB-026989 �0 SCHWARTZ, BEVERLY SCHWARTZ RESIDENCE Tonah Sorin �?•SO�afC�t BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .. y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 150 WARWICK WAY 6.63 KW PV ARRAY r PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES CENTERVILLE, MA 02632 TMK OWNER:* 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-255PDO5.18 TMK: * APN: * SHEET: REV: DATE: Madborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN _ PAGE NAME ' PERMISSION OF SOLARCITY INC. INVERTER: ' �T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE6000A—USOOOSNR2 5084281859 COVER SHEET PV 1 a 7/13/2015 _ (BBB)—SOL_aTY(7ss-zaB9) wn+wsolaroitycam 150 Warwick Way (E) DRIVEWAY PROPERTY PLAN Scale: 1/8" = V 01' 8' 16' CONFIDENTIAL— THE INFORMATION HER J B—0 2 6 9 8 9 00 PREMISE OWNER DESCRIPTION: DESIGN: HEREIN JOB NUMBER: ����� ■ CONTAINED SHALL NOT BE USED FOR THE SCHWARTZ, BEVERLY SCHWARTZ RESIDENCE Yonah Sorin �., �Olar�' � BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 150 WARWICK WAY 6.63 KW PV ARRAY . ��� PART TO OTHERS OUTSIDE THE RECIPIENTS MoouLEs CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-255PD05.18 SHEET: REV: DATE:- Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ,1 Q PAGE NAME T: (650)630-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. IN OLA 5084281 859 PV 2 a 7 13 2015 (888}SOL—CITY(765-2489) www.solarcity.com SOLAREDGE SE6000A-USOOOSNR2 PROPERTY PLAN � � _ PITCH: 30 ARRAY PITCH:30 MPi AZIMUTH:233 ARRAY AZIMUTH:233 1%OF� 150 Warwick Way MATERIAL:Comp Shingle STORY: 1 Story t� PITCH: 30 ARRAY PITCH:30 Y00 JIN MP2 AZIMUTH:143 ARRAY-AZIMUTH: 143 V MATERIAL:Comp Shingle STORY: 1 Story No.4 B7 .ohs i ' (E) DRIVEWAY A► PITCH. 25 ARRAY PITCH:25 Digitally si e y Yoo Jin Kim MP4 AZIMUTH: 143 ARRAY AZIMUTH: 143 Date:2015.07.13 09:27:50-07'00' o MATERIAL:Comp Shingle STORY: 1 Story PITCH: 30 ARRAY PITCH:30 MP5 AZIMUTH:233 ARRAY'AZIMUTH:233 MATERIAL:Comp Shingle STORY: 1 Story i Front Of House ` LEGEND ::.(E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED 'DC DISCO & WARNING LABELS- - DC M D , , DC DISCONNECT& WARNING LABELS AC © AC DISCONNECT.& WARNING LABELS JU M X &DC NCTION/CO BINER BOX LABELS Inv .:• L.. . _. � _ DISTRIBUTION PANEL & LABELS MP1 MP5 L 1. Lc LOAD`CENTER &,WARNING LABELS ` ❑ DEDICATED PV SYSTEM METER _ STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN OW INTERIOR GATED Q FENCE HEAT PRODUCING VENTS ARE RED �;,; E I� ,I S DASHED INTERIOR EQUIPMENT I - SITE PLAN Scale: 1/8" = 1' 0 1' 8' 16' CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER R PREMISE OWNER: DESCRIPTION: DESIGN: \` ■ CONTAINED SHALL NOT BE USED FOR THE —O O O SCHWARTZ, BEVERLY SCHWARTZ RESIDENCE Yonah Sorin �SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.,.r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 150 WARWICK WAY 6.63 KW PV ARRAY �r PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH r q, THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-255PD05.18 - - -- - PA St..Martin Drive,BA 01 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: GATE Marlborough,MA 50) PERMISSION OF SOLARCITY INC. INVERTER: S084281859 PV 3 a 7 13 2015 T:.(ssD)s3s-,ozs F: (s5O)638-1029 SOLAREDGE SE6000A-USOOOSNR2 SITE PLAN / / (ees>-saL-CITY(ass-2ass) .SdarcItr.corn y�H OF fie_ n c. S 1 YOO JIN G No.4 6 s AL 4" Digital oo Jin T-4" '-10" 12—6 Kim (E) LBW Date:2015.07.13 09:28:02 (E) LBW SIDE VIEW OF MPI NTs -07'00' SIDE VIEW OF MP4 NTs A D MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES L LANDSCAPE 72 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 19° PORTRAIT 48" 20" ROOF AZI 143 PITCH 25 ROOF AZI 233 PITCH 30 TOP CHORD 2X4 @ 24„OC STORIES: 1' RAFTER 2X8 @ 16 OC STORIES: 1 ARRAY AZI 143 PITCH 25 ARRAY AZI 233 PITCH 30 BOT CHORD 2x4 @ 24" OC Comp Shingle C.J. 2x6 @16"OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER S1 & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. " (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C 9'-10" ZEP'FLASHING C (3) (3) INSERT FLASHING. 1'— (E) LBW (E). COMP. SHINGLE �1) (4) PLACE MOUNT. SIDE. VIEW OF MPS NTS (E) ROOF DECKING .(2) INSTALL LAG BOLT WITH (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES C(6) NSTALL LEVELING FOOT,WITH MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES WITH SEALING WASHER BOLT & WASHERS. LANDSCAPE 64" 24" STAGGERED (2-1/2" EMBED, MIN) PORTRAIT 48" 191, (E) RAFTER R ROOF AZI 233 PITCH 30 AFTER 2X6 @ 16"OC STORIES: 1 S 1 • `I V DOFF ARRAY AZI 233 PITCH 30 1 C.3. 2x6 @16"OC I Comp Shingle J B-0 2 6 9 8 9 0 0 "" °�"� DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: ■ CONTAINED SHALL NOT BE USED FOR THE SCHWARTZ, BEVERLY SCHWARTZ RESIDENCE Yonah Sorin �'„�Olar�'�� BENEFIT OF ANYONE EXCEPT SOLARaTY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 150 WARWICK WAY 6.63 KW PV ARRAY ���� PART TO OTHERS OUTSIDE THE RECIPIENTS COfT1 Mount Type C MODULES CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-255PD05.18 I PAGE NAME: SHEET. REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: Ti(650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 5084281859 STRUCTURAL VIEWS PV 4 a 7/13/2015 (888)—SDL-CITY(765-2489) www.solardtycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND N 8 GEC TO TWO N GROUND Panel Number:Not Given Inv 1: DC Ungrounded . GEN #168572 O # O INV 1 -(1)SOLAREDGE#SE6000A-USOOOSNR� LABEL: A -(26)TRINA SOLAR TSM-255PDO5.18 ELEG,1-136 MR RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2244168 Inverter; 6000W, 240V, 97.5%; w Unifed-Disco and ZB,RGM,AFCI PV Module; 5W, 232.2W PTC, 40MM, Black Frame, MC4, ZEP, 1000V Underground Service Entrance INV 2 Voc: 38.1 Vpmax: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL SolarCity E3 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER 4 A i 20OA/2P Disconnect 5 SOLAREDGE Dc SE6000A-USOOOSNR2 - DC- ------ -- - MP 1&5: 1x9 E LOADS --- ------------ - --- EGC 35A/2P cND ----------_-- -cEc --- Dc+ + - - 4 A 17--- ------------- TN DC- . C MP 1x17. 3) B .�. GND - EGC -- , --- ---- --- -------------- ---r� .. -- ---- ------ F G N i (1)Conduit Kit; 3/4°.EMT EaCLGELC 71 `. I. GEC TO 120/240V t SINGLE PHASE 1 I - UTILITY SERVICE t _L PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN -. Voc* _ :MAX VOC AT MIN ^TEMP POI (1)SQUARE D 35 HgM235 PV BACKFEED BREAKER B (1)CUILER-HAMMER g DG222UR8 �� A (1)SolarCit pp 4 STRING JUNCTION BOX D Breaker, A 2P, 2 Spaces Disconnect; 60A, 24OVac, Non-Fusble, NEMA 3R 2x2.S1 MGS, UNFUSED, GROUNDED -(2)Ground Rod; 5/8' x 8', Copper -(1)CUILER- AMMER p DG100N8 - Ground�Neutral Kit; 60-100A, General Duty(DG) PV (26)SOLAREDGE�300-2NA4AZS PowerBox ptimizer 30OW, H4, DC to DC,'ZEP ' nd (,)AWG #6, Solid Bare Copper - , (1)Ground RoA• 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 �(I)AWG_#8,:THWN-2, Black , - _ _ = _ (I)AWG#10;.THWN 2, Black 'Voc* 500 VDC Isc 15 ADC (2)AWG��10,"PV Wire, 600V, Black Voc* 500 `VDC Isc 15 ADC a. O Ise(1)AWG8, THWN-2, Red O (1)AWG #10,THWN-2, Red Vmp -350 VDC Imp=12.22 ADC O (1)AWG 6 Solid Bore Copper EGC. Vmp 350 VDC Imp=6.47 ADC - LLLLLL III���LLL (I)AWG g10, THWN-2, White NEUTRAL VmP =240 VAC IMP=25 - AAC . . . . _.. (1 AWG/10, THWN-2,.Green . EGC - -(1)AWG 8,•TFiWN-2,.Green . . EGC/GEC;-(1)Conduit.Kit;.3/4'.EMT.. .. ;. . • • , (1 AWG#10, THWN-2, Black Voc* 500 VDC Isc =15 ADC (2)AWG 10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC - O PF (1)AWG#10, THWN-2; Red Vmp =350 VDC I m p=6.47 . ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350` VDC Imp=12.22 ADC " .. . . •.0)AWG/10,THWN-2,.Green• • EGC. . . . . . . ... . . . . . . . . . . .. . . . . .. ... .. . . . . . .. . . . . . . . . ... . . . . . . . . . . . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 9 8 9 00 PREMIX OWNER: DESCRIPTION: DESIGN: ' -%% ■ CONTAINED SHALL NOT BE USED FOR THE SCHWARTZ, BEVERLY SCHWARTZ RESIDENCE Yonah Sorin �T. NORESHALL ANYONE EXCEPT IN WHOLE ORORCIN MOUNTING SYSTEM: 150 WARWICK WAY 6.63 KW PV ARRAY -OUT. BENEFIT PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: CENTERVILLE, MA 02632 Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-255PDO5.18 SHEET: REV DATE 24 St. Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME- T. (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE6000A-USOOOSNR2 5084281859 THREE LINE DIAGRAM PV 5 (1 7/13/2015 (888)-SOL-CITY(765-2489) www.selarcity.cm t Label Location: ry� Label Location: Label Location: ►i 0 0 0 'o ° (C)(CB) U1V� (AC)(POI) w �� � �e (DC)(INV) Per Code: _ e e Per Code: - o :e �' Per Code: NEC 690.31.13.3 00 o OEM NEC 690.17.E a o 0 0 0 NEC 690.35(F) Label Location: o o e a o 0 0 TO BE USED WHEN ,�.. � (DC) (INV) um o o e �t o o_o � � INVERTER IS © ® - Per Code: UNGROUNDED w NEC 690.14.C.2 Label Location: Label Location: •Jo • o =o^ (POI) khx eo o `� o - (DC)(INV) o Per Code: ' Per Code: a`eo o e NEC 690.17.4; NEC 690.54 NEC 690.53 re � µ o s 'o•e 0 Label Location: (DC) (INV) Per Code: Ili G1 -o e o +• o ; NEC 690.5(C) Label Location: (POI) Per Code: NEC 690.64.B.4 Label Location: o llAAI J (DC) (CB) Per Code: Label Location: NEC 690.17(4) (D) (POI) o �.o • o' Per Code: o NEC 690.64:6.4 o o • Labe Loca tion: tion: ..in LfV (POI) Per Code:_ Label Location: o e o NEC 690.64.B.7 O O O ' C ' °," (AC) (POI) C C Disconnect - (A ):A Per Code: n (C): Conduit h NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center Per Code: (M): Utility Meter ' NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL THE„INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR -lob �j 3055 tleanriew Way .-W San Mateo CA 94402 DISCLOSED � , THE BENEFIT OF ANYONE EXCEPT SOLARCTY INC., NOR SHALL IT BED OSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set ��4t►` T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE If Solar i' (888)-SOL�TY(765-CITY SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ° w L ��� Z Next-Level PV Mounting Technology ''Z$OlafClty' I ®pSolar Next-Level PV Mounting Technology a $Olaf�lty I Zep$Olar . Components Zep.System for composition shingle roofs - . - �� 11p roof` r . .- Zntedxk si!Of h • • ' Ground Zap' fYmy 1 - ' Zep Compatibir PY Module - --�. ,••' .. ' R x _ a.t ,G. •cc-"T^ ZcP&owc�� S Description •�A 0v y PV mounting solution for composition shingle roofs centPa� Works with all Zep Compatible Modules Zep System UL 1703 Class A Fire Rating for Type Land Type 2 modules • Auto bonding UL-listed hardware creates structual and electrical bond ,. •.; V� - r ;.: Interlock .Leveling Foot LISTED a Comp Mount ,:Prt No.850-1388 Part No.850-1397 s Part No.850-1345 a - Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications - — - Mounting Block to UL 2703 ' ... Designed for pitched roofs. - • Installs in portrait and landscape orientations Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703' • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL.listed to UL'2703'and ETL listed to UL 467 Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices A Ground Zep Array Skirt,Grip,End Caps DC Wire Clip _ Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 -+ zepsolar.com zepsolar.com Listed to UL 2703 ` I - This document does not create any express warranty by Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for - This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer Is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice:Patents and Apps:zspats.com.' 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 - - 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 . v solar=oo Solar=ooSolarEdge Power Optimizer P , ;: ., Module Add On for North America <,,r' P300 / P350 / P400 SolarEdge Power Optimizer y x ` = : R. P400 Module Add-On For North America "� n ,: µhr60 cell PV (for 72 cell PV (for 96-cell PV T f _ F 1 �"�9t r - _ modules) modules) modules) INPUT - P300 / P350 / P400 Rated Input DC Powell 300Absolute Maximum Input Voltage(Voc at lowest temperature). .48 Ti.60. 80 Vdc ., ... .... .... .. ... ............. .. .. ... .. �.w=•' MPPT Operating Range 8 48 8 60 8 80 Vdt k'. - ... ......... ..... .. .. ............ ... .. ... ... ............... ........ .. ... ........ .... . Maximum Short Cirtui[Curren[(Is[)............... ... ........... 10 .... ..... ................ Adc ... Maximum DC Input12.5 Ad Maximum EfficiencyC......................... ............ .................. ..............99.5......................................... %c ... ...... u... ._..... .... ...... ...... .. ...........98.8 ................. ..%..... Current & xy. ... ........ ...... .�. Oyervoltage Category (OUTPUT DURINGOPERATIONIPOWEROPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Adc i .........................p . .......... ... .... .. ........ ........................................... .. .................... 5 '�-. Maximum Output Voltage 60 Vdc (OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) .i - c== Safety Output Voltage per Power Optimizer 1 Vdc )STANDARD COMPLIANCE EMC FCC Part15 Class B IEC61000 6 2 IEC61000 6 3 1(class II safety)UL1741 ....... __..,... - ' ..RoHS........ ....... .. ... Yes $INSTALLATION SPECIFICATIONS - A., ce !•z 9. :" -- xz Maximum Allowed System Voltage __ - 1000 Vdc ' Dimensions x L x H) OS/S.SS x 834 x 1.59 mm/in ... ... ..... ._ .. 141x212 x4. .. .. .... f 950/2 1 gr/Ib Weight(Including cables) .. ............ .. .... .. .. ..... ..... ............. .... .. ... MC4/Amphenol/Tyco Output Wue Type/Connector .. ....... ... .Double Insulated; `.,; r ..Output Wire Length.. .. ..... ... ... ........ .. .....3.0 L......... .......... ;" ;• -; Operating Temperature Range - -40-.85/.40 185/3 ,. 'C/'F... - _ _ ........ ... ..... .......... .. �r 0.95/3.0 9 se^ y_ - Protection Ranng ....... ................................IP65/NEMA4...... ................. ,. nmmtissao .midm.yeam.Moa�.a........ .. .. ........ ..................... .... .................. .. .... ... R u 0 100 % PV SYSTEM DESIGN USING A SOLAREDGE ;,., THREE PHASE THREE PHASE j 3p :SINGLE PHASE (;INVERTER,�'>,„ '��208V=t 480V PV power optimization of the module-level M...... st . Length(Power Optimizers) g 1D 18 Maximum String Length(Power Optimizers) -a um 25 25 50 - Up to 25%more energy .Max..............ow..... ..................... ............ .. ............. ..... ......... .. - .... - imum Per per String 5250 6000 12750 W _ —Superior efficiency(99.S%) ._._.........g..... .t Lengths or _. ........ ... ............ .. .. .................. ... ....... " � - .Parallel 5trin 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 W. — Fast installation with a single bolt '„s"` "i - J ;; Next generation maintenance with module-level monitoring - - - - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALYW FRANCE - JAPAN CHINA - ISRAEL - AUSTRALIA wWW.SOlaredge.u5 �'.,F.' _ :r.. a"a.'to..>'•,�.�'°'#"A'A' � �-.��` "va, ^s're P" � � fit,t r t u t F ' S�I a r " - Single Phase Inverters for North America O I - 0 Xo & iF^r,Y^J SE3000A US/SE3800A-US/SE5000A-US/SE6000A-US/ 1 y�� SE7600A-US/SE10000A-US/SE11400A-US n t SE3000A-US SE380OA-US SE5000A-US SE6000A-US SE7600A-US, SE10000A-US SE1140OA-US 1�J� )OUTPUT •3000 3800 5000 6000 7600 9980 @ 208V 11400 VA SolarEdge Single Phase Inverters ' :: '�7r i :.•Nominal AC Power Output ....... ........ ........... ... ...... ....... ......... 10000@240V ......... 1 .. .. .. - v .. .54��@ 208V. ... 10800 @ 208V .. Max. 0 Power Output 3300 4150 6000 8350 12000 VA ForNorth America @..... ......@ ...•. •5450 240V ....•• ., ..... ..••• •10950 240V. .. •••• ••.. •..••• .• 't,$ t :^�r ,�, '..t c r "" AC Output Voltage Min:Nom:Max.* 183-208-229 Vac ....... . ............... SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US :......:....... ........... .. ................... . ......... ...:......,,...... ...,...... AC Output Voltage Min:Nom Max - A- SE1 OOOA-US SE11400A-US ., ,;.` ., :• ,� ,.•,,:- z1i.2ao-.26ava.......... . SE7600 US/ 0 / .s , .. ................ ................. ...... ... ... .... a s "^'`` r'._ AC Frequency Min.Nom:Max.' .. S9.3.60 60.5(with HI country setting 60 60.5) ••Hz. y f,^ ^frz s ,'' ray`a �,t lr y k ..... 24 @ 208V ......... ... ... ...48 @ 208V. . .. `ig`' tax€. w Max.Continuous Output Current 12.5 16. 25 32 47 5 A ........... ..:................... .. 21 @ 240V 42 @ 240V ... ....... .......... I .....I.. ( ....I.. I 'Atw z �„„. 's•'. .� GFDI .......... ... ...... ... ... .. ............1. ............................................ ..A..... - f 44 Utility Monitoring,Islanding . . ;..a4:..,` ..�.,,,..,r $,.,,. €• ;: 4 _ .. `r "rk •s "ti,; '# i .<,. Protection,Country Configurable Yes F,�pverter�~;-� < a -�' '" r t,~a - ra: ,` ? #" Thresholds f,'`"d./ .'I, .3<} - , } .,:: �.' ..' ;y., 5 i -I INPUT ,,ay - .. X I'o 5 i<: kzfa'y'«€'}`"a3.' :=`ti '4�,..- a ;:-z�i- j r'�.. + °' . ..• �._ --•..,'f' 12 m-.�z ,;,,`w,''!:. X' `.. -., .. Recommended Max.DCPower** VeOts „ ,j, .i'' sr �v `x�: ,;i'` �' - GI•s, _ KK- 3750 4750 6250 7500 9500 12400 14250 W %�W81YSlt� '" •� "� ti F 3*„.+ , c� a a;`X i ,.. I (STC) ... ..... .. ......... _ za i ... ............ ... ........ .. , Transformer-less,Ungrdunded ................... ... ................ Yes . ... ....... ..... ............ ..... flap Ex ra> .5€ }r�i:�v 4 '. C'+,ae t d :.I. .... ..... - .... ' iu s Max.InputVoltage • 0 ...... .......••-.. Vdc 50 '� �'� € �"-'t ,'! '^ '" �.-S �' �•,i,..i - Nom.00lnputVoltage.....-•••._ .... ....•,.••,;.,• •.•• 325@208V/350@240V Vdc . .•._,.._...--.a..,..+r., .i w.x sx s .e* 3? ,c <. tit' ,t; 2 'r*.:•,:. , aia..a ......... .... ....... ... ....... .. ....... ..r.... .............. .. . Y 6.4@ 208V ...33 @ 208V 'Maz.lnput{urrent"'• •.•9.5 13 1 18 23 345 Atit•. i 15.5 @ 240V I .... 30.5 @240V.. ......... .... ... - I ... ... ,-. . ,„ .,�..,,. Max.Input Short Circuit Current - 30 ............... ••..••• .. .....,.45 .. _ Adc ;• r'p ^J S a �,..,2 4 '?":� .2,. ........................................... ..... ....... ... •• • s .�.r. x '`r€ 3 sx' r; �, ;!°' xy.'' sF-kk"'S �Y" ,_`3 `t~#`°•r;F:;: Reverse-Polarity Protection Yes ..... ........... .... ............. .. ..... .................. ........ .. ...., ,.. c, .. 7. a-x- �:.� „`:M .u* t .:•;-., Ground-Fault Isolation Detection _.. 600kn5ensitivity.••. •• ••., h T z," 1 s a`'*." ' - ... ........................................... -w a x-r,,` r�' a'"".."1},„'` �., ±•:•., ' .,;;,.• *.;:<I Maximum Inverter Efficiency 97.7 98.2.. .. .. ••98.3• ...98.3. •.98•• ...98.. ..98 % , r ... ,.; ...................................... ...... ... .... ....... .... :e`" ';:; :.*E,:.;'A'S ` �+' ?"'. ,"{'.z .,:._. _... . .97.5 @ 208V. . •97 @ 208V..._ . *, �� ��' 1= .s ..s 'a•�°f i�?"-, * - r, CEC Weighted Efficiency 97.5. 98 98 @ 240V 97.5... ..97.5 97.5 @ 240V 97.5 . .9'.. ... .................... ....... .......... ............ ....... .. -... .. .................. ... . .: • �, i, r .,� e.4.1 Nighttime Power Consumption ' <2.5 •<4-.06 W••.• I ADDITIONAL FEATURES J •-• -- - - - - 'P �?',� _ :`f.:" „,.,; :' '` =i,- a t Supported Communication Interfaces .RS485 RS232,Ethernet,Zi Bee(optional) ,r. `s �"" ?€ :.,: # ,{a^. '" s -st ,;. •' �.. ....... .................................................... ................... ............... .... _. : . kx Revenue Grade Data,ANSI C12.1 Optional g - „2 a s• t I ,.° t � . 7; I F STANDARD COMPLIANCE t 'rr��. a�` ' ... ., ...,-.-•. .='f`T:� .:- _ " `' t:., -�' ,. . .r;. `r,c, •._. Safety UL1741,UL1699B,UL1998 CSA 22.2 - - I -.,....,-�..,w. �.- ,:; w ,�•,�. .,y >,"rs�-r ,.•'3Z:v` " .,.r.?-�:,: T.t 9 ... .... ..... ........... ... ................. ... .. .. T a t t, "x-, '' '.a'v r>x ',� ........................_...... :..... .......... •:.: # •z.... � Grid Connection Standards- _ IEEE1547 ........... ............. .. _ . - _ -...,. : k:;�;�' � �" u) ":" <.� ✓t �`,'T` ", '�t''� s�F.s, r-.�` Emissions. � FCC part15 class B.... I INSTALLATION SPECIFICATIONS .._ ,�r yz+ -c r ,` .r •�•' <. .. - AC output conduit size/AWG range 3/4"minimum/24 6 AWG 3/4"minimum/.8-3 AWG - d: w, 4 t, t, ttr. K, _ .............. ...... ............ ................................. ..... �. . .,,, ..- r !3.. 7„ t�'' :. ... •t,.r .�.•�t "` i- '.s , '.43 �. t , DC_input conduit size/#of strings/ .ni im• �,`..z,, - •sb _« 'fl ,t�� �r t �_ .� _ 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1-2strings/14-6 AWG - • ..,<€r i :. a .t , :q •,X:`a' `" ,;;r,a ®._.a,;:.t� ..an8e. ... .... ... .. ............I..... .... .. ?, _ ... AWG r .... . .... .- '... ..... . ... -• ^ ., r_ .� r r s Dimensions with AC/DC Safety..• 30.5x12.5x7/ '30.Sx12.5x7.5/ •• .• / - 30.5 x'12.5 x 10.5/775 x 315 x 260 - . r. x ,._„ :~r .., -:. :u"�. a *, .G :.,; ;;, Switch(HxWxD) 775 x 315 x 172 775 x 315 x 191 .. ...................................................... mfn .. F,.+!•.ww,.. ,..sny,n:....�.ww.-. ..-_,w..� v .„„ 5'K v„ .,r «..:. .P."a, - ,, .. ...... .... Weight with AC/DC Safetyswrtch 51.2/23.2. 54.7/24.7 88.4/40.1 •, •••. Ib/kg•_;- ............................... .......................,,....... ........._. .... ' _ Cooling. Natural Convection. - Fans(user replaceable). - The best choice for SolarEd a enabled systems "oise <z. . ... . „ <So . ...... •, dBA. g y Min.Max.Operating Temperature 13to+140/-25to+60(CANversion• 40to+60) - Integrated arc fault protection(Type l)for NEC 2011690.11 compliance Ranpe•,„................... •, •, ...... ...... Superior efficiency(98%) Prot......Rating ......... NEnna.3R. ., ... . .. ...... .-• ... roction 'For other regional settings please contact SolarEdge support. - _ - Small,lightweight and easy to install on provided bracket' " Limited to 125%for locations where the yearly average high temperatureisabove 77'F/25'C and to 135%for locations where it is below 77'F/25C: _ for detailed information,refer to httn//www mlaredee us/Hies/odh/Inverter do overslxlna euide.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 mjcmFIT(mlcroFIT eXc.SE11400A.US-CAN). _ Internet connection through Ethernet or Wireless ' Outdoor and indoor installation .ffi art � . .. •. ...;«. ,.: .,. b.,„a- Fixed voltage inverter,DC/AC conversion only Pre-assembled AC/DC Safety Switch for faster installation. fw ,, Optionalrevenue grade data,ANSI C12.1 - - sunsac� USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL W W W.SOIBredge.US JS�cdX[#''IL>i1iT•'1�Ibr�Sta*A�*t�.Fl"� �'�', '�' - ,' atC�a Vri t Sltmrt �oV4t t . - �s�innn�-3:A4x+•�ra �nc3 0W'�3 nF ut�s�tinl�xHC� - THE Tie-amount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm Peak Power Watts-Pwsx(Wp) 1 245 1 250 1- 255 260 O 941 Power Output Tolerance-P­(%) 0-+3 Maximum Power Voltage-VMP(V) 29.9. ! 30.3 30.5 �' 30.6 THE 'itoR'E- mount o mnana o �* Maximum Power Current-l-(A) 8.20 8.27 8.37 8.50 1 xunePure -• Open Circuit Voltage Voc(V)� 37.8 � 36.0 1 - 38.1 � 38.2 wsreiiwc sore Short Circuit Current-Isc(A) 8.75 8.79 8.88 1 9.00 - - Module Efficiency rtm(%1 15.0 f 15.3 !, 15.6 .15.9 M O D U E STc irradiance I000 W/m',Cell Temperature 25°C,Air Mass AMI.5 according to EN 60904-3. Typical efficiency reduction of 4.5%ot 200 W/m2 according to EN 60904-1. ELECTRICAL DATA @ NOCT fff Maximum Power-Prux(Wp) i 182 .�` 186 190 fi 193 { 60 CELL . 'Maximum Power Voltage-VraP(V) 27.6 28.0 211A 28.3 MIIIIIIIULTICRYSTALLINE MODULE �n. exourrowceorP MdximumPower Current-ImPP(A) 6.59 6.65 6.74 6.84 r:-0wtw eon . . A A. f Open Circuit Voltage(V)-Voc(V) t 35.1 35.2 - 35.3 35.4 WITH TRINAMOUNT FRAME rr Short.Circuit Current(A)-Isc(A) 7.07 7.10 1 zn 7.27 NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed I m/s- 245-260W' PD05.18 8tz tao Back View. POWER OUTPUT RANGE MECHANICAL DATA 11 ?Solar cells I multicrysialline 156 x 156 Trim(6 inches) ,O Fast and simple to install through drop in mounting solution f Cell orientation 4 60 cells(6.10) • o�. d - Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) Q ` Weight 21.3 kg(47.0 Ibs) MAXIMUM EFFICIENCY - - Glass w - �3.2mm(0.13 inche4),High Transmission,AR Coated Tempered Glass -.� A-A I Backsheet White - - Good aesthetics for residential applications , Frame I Black Anodized Aluminium Alloy with Trinamount Groove ® !J-Box L IP 65 or 67 rated r i-V CURVES OF PV MODULE(245W) ` ®� 3� Cables Photovoltaic aic Technology cable 4.0 mm'(0.006 inches'), • to.°p 1200 Trim(47.2 inches) POWER OUTPUT GUARANTEE j a. Fire Rating e Type2 q}t 7m 800W/m' - Highly reliable due to stringent quality control r Q bur • Over 30 in-house tests(UV,TI HF,and many more) sm m As a leading global manufacturer i • In-house testing goes well beyond certification requirements u'4.m iffil TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic ii 2.1 _ f 1 products, believe CIOSe i -�- 200 200w/m' Nominal Operating Cell 44°C(±2°C) Operational Temperature -40-+85°C P Temperature(NOCT) cooperation with our partners °° Maximum System 1000V DC IEC) jj a40 Temperature Coefficient of P vz -0.41%/'C Voltage 1000V DC(UL) 1 is-critical to success. With local ! o.m to.- 20.- 3o.. 40.0? 111 presence around the globe,Trina l5 i. I - vouage(V) Temperature Coefficient of V« 1-0.32%/°C Max Series Fuse Rating 15A able to provide:exceptional service f i Temperature Coefficient of Isc 0.05%/°C to each customer in each market ( Certified to withstand challenging environmental - - - 1 and supplement our innovative, condlt1o11S reliable products with the backing • 2400 Pa wind load WARRANTY of Trina as a strong,bankable -� • 5400 Pa snow load partner. We are committed 4 - - 10 year Product Workmanship Warrantyto building strategic,mutually beneficial collaboration with 25 year Linear Power Warranty J installers,developers,distributors i (Please refer to product warranty for details( and other partners as the -backbone of our shared success in - t r - - - -r. -CERTIFICATION driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION 1 ' 10 Year Product Warranty•25 Year Linear Power Warranty `@- e k. Modules per box:26 pieces Trina Solar Limited i�- www.trinasolar.com i - - - - A Modules per 40'container:728 pieces 4 F o-t00% ., Addltioq � l 0 90% a/Valve rlaTll:r!!na salpls ii'lepl Warranty oMP nEr CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. aoMPATjB �'y�^ _ `s FJ�r� r' ®201 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject la 4Y un-asol ..11 1 O 80% }. * 6,` .. _ --.- TY uwasoIa1 change without police. Smart Energy Together +l years 5 to Is 20 25 - Smart Energy Together MNrnt`0 It - - f l3 Trina standard, _ _13 industrystandard - -