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0400 GREEN DUNES DRIVE
1=3lu12es i j L o F ti i Richie"s Insulation inc. 111 Old Betf®rdd West-port, a 027'90 TOWN: AREA CEILING u WALLS pal STAIRWELL BASE. CEIL GARAGE CEIL �. G.H. WALL CRAWL OVERHANG CATH. WALL W.O. WALL FOUND. WALL BLOCK/RUNN. SLOPES P/V ?1 ,SolarCity. Date: October 12, 2015 F TO: Barnstable Building Department w� From: SolarCity Corporation Cape Cod Warehouse Phone: (508)640.5397 FAX: (866) 552-9847 RE: 400 Green.Dunes Drive,West Hyannisport BP: 201505179 J B-0261289 Note: Attached are the revised plans for our solar installation located at 400 Green Dunes Drive in West Hyannisport. r Since the permits issued, one (1) panel has been removed from MP3B and replaced on MP4. We would greatly appreciate the revised plans be added as a modification to our permits. Same Size: 64 modules @ 16.64 kw-DC.' Please contact me directly with any questions/concerns. Cheryl Gruenstern Permit Coordinator SolarCity Corporation Cape Cod Warehouse (508) 640.5397 cgruenstern@solarcity.com SOLARCITY.COM AZ ROC 2437711ROC 24545"OC277498,CA 1,I0@888104,CO E08041,CT HIC 0632778<ELC 0125M5,DC,4711014861Ef.C902585,HI C7-20770,MA HIC 16857ZIMA EL-1136MR,.MD MHIC 128948„ NJ NJHIC813VR0616C6=34E801732700,OR CE18049WC562'P81102,PA HICPA077343,iX'1EC127006,WA SOLARC`9190VSOLARC-905P.O 2014 SOLARCITY CORPORATION.ALL RIGHTS RESERVED. - i . . P, Version#46.4 \\`solarC�ty. c�. F4 July 8, 2015 Project/Job#0261289 RE: CERTIFICATION LETTER Project: Norris Residence + 400 Green-Dunes Dr West Hyannisport, MA 02672 - 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 - MP2A: Roof DL= 10.5 psf,Roof LL/SL 21 psf(Non-PV Areas), Roof LL/SL= 12.3 psf(PV Areas) _ - MP3A: Roof DL= 13.5 psf, Roof LL/SL=21 psf(Non-PV Areas),Roof LL/SL= 12.3 psf(PV Areas) - MP3B: Roof DL= 10.5 psf, Roof LL/SL,=,,21 psf(Non-PV Areas), Roof LL/SL= 12.3 psf(PV Areas) - MP4: Roof DL= 10:5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 12.3•psf(PV Areas) , - MPS: Roof DL= 13.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL=•12.3 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss_=0.18348 < 0.46 and Seismic Design Category(SDC) = B < D • - ry 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. JAGO14 WIL IANI ' TOMAN ® STRUCTOAi f No,51554 Jason W.Toman, P:E.' Professional Engineer T: 480-553-8115 x58115 Di Jason Toman email: jtoman@solarcity.com Date:20 0815:30:45-07'00' 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028•(888),SOL-CITY F(650)638-1029 solarcity.com AZ RdG 243771,GA CSLB 8$8104,CO EC 8041,C7 NIC 0632778:UC HIC 71101488,DC HIS 7'10148$.v cl-29770,`{dA.reC 168d72:MD MFItC 128948,.NJ ISVI10616060Q. OR'CC8 180498,PA 677343,TX'TDLR 27006.,'NA GCL;SOII ARC'91907.0 2013 SpIarCity.,All nghte reserved; 07.08.2015 � Version#46.4 o``'�SolarCit PV System Structural °�� Design Software PR07ECT,INFORMATION &.TABLE OF CONTENTS Project Name " _ Norris Residence fl___;_-__w _ _AHJ: Barnstable.r _ Job Number. 0261289 Building Code: MA Res Code, 8th Edition _ Customer Name: Norris Dale - Based On: IRC 2009 _IBC'2009 - ti Address: 400 Green-Dunes Dr ASCE Coder ASCE 7-05 City/State_We_st Hyannsport, _ _M_A Risk_Catego_ry: Zip Code _ 02672 T Upgrades Req'd? No� Latitude/Longtude: 41.637882r 70324541„�„;_ Stamp Regd? SC Office: Cape Cod PV Designer: Ran Duncan 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 = 0.18348 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE.VICINITY MAP i I JIr • - r A Pb R Di • .r;- • • - • - O • • - - • •- 400 Green-Dunes Dr,West Hyannisport, MA 02672 Latitude:41.637882,Longitude: 70.324541,Exposure Category:C STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK MP2A Member Properties Summary MP2A Horizontal Member Spans Rafter Pro erties Overhang 0.16 ft Actual W 1.50" Roof System Pro erties "S an i ` 13.86 ft 4" -''Actual D � ` '7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material A °n Comp Roof 4. e- %S an 3 x' o, � ^ �� ,�� g#� ,, �. �A�:., �10.88 in. 2 Re-Roof No San 4 S,� 13.14 in.A3 Plywood SheathingYes _ 'Span S 4: .t =: 1,. ,•.. .47.63 in.^4 Board Sheathing None Total S an 14.02 ft TL Defl'n Limit 120 Vaulted Ceiling ° "' ak .No . a PV 1£Start ve, 1 50 ft f Wood-S eces-E P.SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 433 ft Wood Grade #2 Rafter Sloe 350 " PV 2 Start. W _r. Ft;" - - 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing v d e,� Full= ; . . a PV 3 Starts, Aft 4, & ,:: E w.w4 ja 1400000 psi. Bot Lat Bracing At Supports PV 3 End Em;,, 510000 psi Member Loading ary Roof Pitch 9112 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.22 12.8 psf 12.8 psf PV Dead Load, PVcDL , i .w. 3.0 pf ._. x_.1.22 _ 3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load 3 " LL SLi'Z '30:0 psf z 0.7., z'0 41 21.0 psf°" 12.3 psf Total Load(Governing LC I TL 1 71 33.8 Psf 1 28.8 Psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Ct)(IS)pg; ,Ce=0,9,Ct=1.1,Is=1,0 Member Design Summa er NDS Governing Load Comb CD CL + CL CIF Cr D+ S 1.15 1.00 0.36 1 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Ca aci DCR Load Combo Shear Stress 32 psi 14.0 ft. 155 psi 0.21 D+S Bendin + Stress , 965 psi 7.2 ft. 1389 psi 0.69 D+S IBending - Stress -1 psi 0.2 ft. -504 psi 0.00 D+S Total Load Deflection ''0.81 in: 249 ' 7 1 ft- °"` 1'69 in. f 120 4 40.48 *°D+S c t . to •i � ♦ ` r `,. S. „ }_ [CALCU"TION — Mounting Plane Information Roofing Material Comp Roof PV S sy tem_Type " ' b SolarGty SleekMountT" Spanning Vents No Standoff Attachment Hardware _ ' Comn Mount Tvoe C 777 Roof Slope 350 to Spacing- 16"O_C '- Framing Type Direction Y-.Y Rafters PurllmSpacmg. X_,Purlins OnNy NA P Tile Reveal Tile Roofs On NA —^ Tile•Attachment System Tle_Roofsi0nly� NA Stan din Seam ra Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 , E—o Met-o- d Wind Desi nM l Fullnc- sed e ' - � � Basic Wind Speed V �110 moh Fig. 6-1 Exposure Category - C Section 6.5.6.3 Roo 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 :' `- . Krt 100Section 6.5.7 Wind Directionality Factor Kd `� — 0.85 � Table 6-4 _ _ .Importance Factor I —�_ �_. .,. _4 1.0 �.. . .; �, �. .. . . Table 6-1. qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Velocity Pressure qh 22.4 sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down '-G Dow° 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 sf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing ' Lndscape 64" _- „ _ 3911 MaxAllowable Cantilever Landscape NA Standoff Configuration Landscape Staggered Max Standoff Tributary,Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind,_Uplift at Standoff °, ,T actual 7 77 � '-3451bs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 69.1% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable,Cantilever __,__ Portrait '� �. 19" NA�� _ j Standoff Configuration Portrait Staggered Pax Standoff_Tributary.Area w Trib$; V Assembly Dead Load" W-PV 3.0 psf Net Wind Uplift_at_Standoff y`T ectual -433 Ibs - - Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci ry .: 4 DCR � ,„ � z86.5% k C STRUCTURE ANALYSIS-LOADING SUMMARY AND MEMBER CHECK-MP3A Member Properties Summary MP3A Horizontal Member Spans Rafter Pro erties. . Overhang 0.66 ft Actual W 1.50" Roof System Properties San 1 13.34 ft "Actual D" °` '7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin Material " CompRoof =S an 3 Wit`.. . ,, 410.88 in.A2 Re-Roof No San 4 Sx 1114 in.A3 Plywood Sheathing Yes , San 5 "` Ix- '47.63 1n.^4 Board Sheathing None Total Span 14.00 It TL Defl'n Limit 120 Vaulted Ceiling P 0 Yes-11- PV 1 Start o, 1,33 ft i Wood Species,* ;j.,SPF �. Ceiling Finish 1/2"Gypsum Board PV 1 End 12.50 ft Wood Grade #2 Rafter Sloe 350 PV 2 Start `Fb� 875 psi Rafter Spacing 16"O.C. PV 2 End F„ - 135 psi Top tat Bracing Full x = v PV 3 Starts .y <, 1A 4 &l. ,E .. ..' A400000 psi .: Bot Lat Bracing Full PV 3 End_ Em;,, 510000 psi Member Loading mary Roof Pitch 9 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.22 16.5 psf 16.5 psf PV Dead Load , _ :� .,, PV-DL . ; :3.0 psf ,.:- x..1.22 r 3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load iL SL IL, :30.0 psf ° ' x 0.7',* 1 z 0.41 21.0'psf 12.3'psf Total Load Governin LC TL 37.5 psf 32.4 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=0.9,Ct=1.1,Is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL CF Cr D+ S 1.15 1.00 1.00 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @Location Capacity DCR Load Combo Shear Stress .35 psi 0.7 ft. 155 psi 0.23 D+S Bending + Stress 875 psi 7.4 ft. 1389 `psi,, 0.63 D+S " Bendin (-)Stress -15'psi 0.7 ft. -1389 psi 0.01 D+S Total Load Deflection ' -1'0.69 in 285 7.3 ft. :, `1�63 in.. � 120 4 4 10.42 - r A, S 11)+S;� a ' • • .;a, - } if - jCALCWLATION OF NO.LOADS-- MP3— Mountin Plane Information Roofing Material Comp Roof PV,System Type - . _ .• SolarCity_SleekMounrm Spanning Vents No Standoff Attachment Hardware CoMD Mount We C Roof Slope . 350 Rafter Spacing t a,. ro m F ;t 16"O.C. _ Framing Type Direction Y-Y Rafters Purlln;Spacing _X-X,Purlins Only NA ITile Reveal Tile Roofs Only NA Tile Attachment System: "'` .'Tile Roofs_Onyx NA - --- -- StandingSeam ra Spacing SM Seam.OnY NA Wind Design Criteria Wind Design Code Wr - ASCE 7-05 ' _ µPartial'j Full Enclosed Method Wind'Design Method' •-_ ;� � � �s... � ,, � � N/ Y -- Basic Wind Speed V 110 moh Fig. 6=1 Ex _. _ _ rosureCat ory a .' Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Me'an-Roof—Height---- 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 ,. 7 7_ 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 -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down ` GC . w :R- 0.87 ' Fig.6-11B/C/b-14A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure U -21.2 psf Wind Pressure Down 2fdowal 1 19.5 PsIf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever _.r, 77'Landscape 24" NA'� `'r Standoff Configuration Landscape Staggered Max Standoff Tributary Area PV AssemW Dead Load W-PV 3.0 psf _r Net Wmd,Uplift at_Standoff _ T actual _ °�•,�_�_� _ �345 Ibs Uplift Capacity of Standoff_ _— _ - T-allow 500 Ibs Standoff Demand Ca aci =. DCR 69.1% _• - �~� w" - r k .. a .gyp -t,• ,gy .,. X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" _66" Max Allowable.Cantilever Portrait NA Standoff configuration Portrait Sta gered Max Standoff Trlbutary.Area_ w Trib_ ` '� _ - _ 22_sf ` PV Assembly Dead Load W-PV 3.0_psf - ----- .;N ,-433 Ibs_ram — Net Wind Uplift at Standoff- _ - 7-actual- - Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 86.5% _;_ . STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP313: Member Properties Summary MP313 Horizontal Member Spans, Rafter Pro erties Overhang 0.66 ft Actual W 1.50 Roof System Properties S an i " • 13.34 ft:"e. Actual D '.'_ 7.25'" Number of Spans(w/o Overhan 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in.A2 Re-Roof No San 4 S. 13.14 in.A3 Y' - .: I Plywood Sheathing �: � Yes " ��: � °..Se �,r an 5 �� � �.°nlx 47.63 in.^4 Board Sheathing None Total Span 14.00 ft ._ TL Defl'n Limit 120 Vaulted Ceiling, No <; -PV 1 Start-:' 1.33 ft;- „ Wood Species SPF t , Ceiling Finish 1/2"Gypsum Board PV 1 End 12.50 ft Wood Grade #2 Rafter Sloe 350 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full �." :... PV 3 Start ...'' 1E xk 1400000'psi, Bot Lat Bracing- At Supports PV 3 End. Ern;,, 510000 psi Member Loading mary Roof Pitch 9 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x. 1.22 12.8 psf 12.8 psf PV Dead Load PV-DL 3.0 sf ? x 1.22; x„ _ x•. `.» 3:7 sfx = Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load` r` LL SL1. F1 f, ' ` ` 30.0 psf '`x 0.7' '1'x:0.41 " 21:0'psfA 12.3 psf`M Total Load(Governing LC TL 1 33.8 psf 1 28.8 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(Is)p9; Ce 0.9,Cr=1.1,IS=1.0 Member.,Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.38 1.2 1.15 h Member Anal sis Results Summa Maximum Max Demand @ Location Ca aci DCR Load Combo Shear Stress 32 psi 0.7 ft. 155 psi 0.20 D+S Bending + Stress j 777 psi. Y. 7.4 ft. . " R' 1389 psi' 6 0.56 D+S Bending - Stress -13 psi 0.7 ft. -523 psi 0.03 D+S Total Load Deflection 0.61 in. 321 7.3 ft. : 1.63 in. 120 0.37 D+S ' CALCULATION OF DESIGN WIND LOADS�MP3B __- Mounting Plane Information Roofing Material Comp Roof Pstem Type V,Sy _ - —So- Comp SleekMountT" Spanning Vents No Standoff Attachment Hardware ' E7 7 Comp Mount<Tvpe C Roof Slope 350 Rafter 16"O.0 Framing Type Direction Y-Y Rafters Purin,Spacing X-X PurlinsOnly NA': Tile Reveal r Tile Roofs Only NA� Til- a Attachment S stem ' + •Tile Roofs Only • ° �x y . .- �. _ :.. NA Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design thod Me k�° .a :P Partially/Fully Enclosed Methods _ 4 Basic Wind Speed V 110 mnh Fig. 6-1 Exposure Category C_ - Section 6.5.6.3� Roof Style % Gable Roof Fig.6-11BjC/D-14A/B - --^- Mean Roof Height ., .��� - 71-177h, . ��-�.. , y"�� 15Eft=n,� � -"t:. Section 6.2, t Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic,Factor ss Krt z_L._ 1.00'. Section 65�7 _:.. .� Wind Directionality Factor Kd 0.85 Table 6-4 1rh ortance'Factor y s r 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.6-118/C/D-14A/B Ext. Pressure Coefficient Down GC Down 087,. Fig.6-11B/C/D-14A/B Design Wind Pressurep 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 CantileverLandscape� 24`' NA - --- --------- -- Standoff Configuration Landscape Staggered Max StandoffTributary Area_ „� Trib 17 sf; •. s; PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff, �' Tactual 345:Es Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 69.1% X-Direction Y-Direction Max Allowable Standoff Spacing_ _ Portrait 48" 66" Max Allowable Cantilever_ Portrait 1.9_" NA a. Standoff Configuration Portrait Staggered Max Standoff_Tributary_Area Trib 22 sf' _ PV Assembly Dead Load W-PV 3.0 psf Net_Wind Uplift t Standoff-• °� T actual �` A =�f` -433 Ibs �a � — Uplift Capacity of Standoff _ T-allow 500 Ibs Standoff Demand/CapacityDCR 86.5% =' STRUCTURE,ANALYSIS,-`LOADINGiSUMMARY AND MEMBER3.CHECK,= MP4'` Member Properties Summary ` MP4 # a Horizontal Member Spans Rafter Pro ernes e Overhang 0.66 ft Actual W 1.50" Roof stem Properties ... S'ami` ' • `"13.88 ft " M FFActual D� .A 7s25"` ` Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin Material . _ 9.1Com 'Roof ` 2,. San 3 N 1 1% f- O MA RAMB..z 10.88 m.^2%V. Re-Roof No San 4 S. 13.14 in:^3 P lywood!Sheathin 4 ; .. , 3 MAYes'EMA .;,, WM San 5 „, R MCa `` ,i I'-00 MV, 47.63 in.^4 Board Sheathing None Total Span 14.54 ft TL Defl'n Limit 120 Vaulted Ceiling � R _�`"' g U wA �N6 , PV VStart `�' 5 rl 2.33 ft " '[Wood S ecies-,, 4 WiSPFAMUMM Ceiling Finish 1/2"Gypsum Board PV 1 End 13.50 ft Wood Grade #2 FRafer Slope MR_1 135�. PV,2 Start l�� W. 875 psi" .��Rafter Spacing 16"O.C. PV 2 End f;; 135 psi To Lat Bracing2 ... .r,, Full , �� PV.3 Start . .v "` -; Bot Lat Bracing At Supports PV 3 End Em;,, 510000 psi �. " Member Loadin ',Su ma 9 Roof Pitch g 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.22 12.8 psf 12.8 psf PV Dead Load.. ; '. .° IgP.V-DL '3.0 sf�" .k No ,.r .r. . IT-psf-re9: Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load _ ,..LLSO_ft W 30._OsW` 0.7E � f- 123pf� x O A-THIN Total Load(Governing LC TL 1 33.8 psf 28.8 sf Notes: 1. s=Cs* f;Cs-roof Cs v er ASCE 7 Fi ure 7-2 ' 2. f 0.7, C =1.1 I-1 0 P P i P P � 9, .: � P � e}�Ct)�Is)R9; Ce=0.9i Ct i s-,.• •. +' ; Member Design Summa er..NDS Governing Load Comb CD CL. + `CL CF. Cr D+S 1.15 1.00_ 0.36 1.2 1.15 r ," o E Member Anal sis Results Summary Maximum ' Max Demand @ Location "' Capacity, DCR Load Combo Shear Stress 33 psi 0.7 ft. 155 psi 0.21 D+S Bendin + `Stress ti WOS . 844' si ,,.. 7 6-ft.� A .• 0.61 n Bending(- Stress` 13„psi 0.7 ft. -504 psi 0.03 D+S ' Total Load Deflection m ,m : 1032 in: rO°284- ' 1:° 7.6'ft .,w` .."1:69 in 120 , "tt10.42 ` . DF+S ¶ s s #Nt f ' ; N n [CACCUL'ATION OF:DESIGN,WIND;LOADS=4P4 Mounting Plane Information° Roofing Material Comp Roof Spanning Vents No . , Standoff:: Attachment Hardware `_,: Mom-MM EMU WMIP-10147& Roof Slope 350 Rafter•Spacing rn,�: ,�. .� :"�.�. ,, �;� � �, '.°�` " ..�. �16"-O G:�"� �. ..�.� , . +•� ,{ag _._ _.a.._ _ _ in�: _ 3a. Aso Est �•4�• tvssar� <rc .� - Framing Type Direction Y.-Y Rafters Purlin,SpacingX-Purlins,OnlY, _ _ � ,, NA F : 3= &M,, E „ Tile Reveal Tile Roofs Only 'NA Tile'Attachment S stem" Z Tile Roofs On _ °.' "' Y._ .._ ._. _%' s : :DNA°" Ii, ` . Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind t Design,Criteria Wind Design Code . ASCE 7-05 Wind,Design°MeL od °~ rf. ; �JF_�M=M 5=MRf4M!4EEig_losed Method ; ;,=X=1 Basic Wind �'° ,. <�„ w �ph Fig. 6-1 �6 Ezposur_e,Category, t V to 110Cm ., Sectio 6 5 :31�-• Speed Roof Style Gable Roof Fig.6-11B/C/D-14A/B .... MeamRoof"Hei ht Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6 3 Topographic Factor , a � E. �xKrt: . ., L Wind Directionality Factor Kd 0 85 Table 6 4 Im ortance Factor ,� „ `. f .ml 5 ,n: MOM �;�P ., „ 00. ... 7 qh — 0.00256(Kz)(Kzt)(Kd),(V^2)(I) Velocity Pressure qh 22.4 sf Equation 6-15 Wind Pressure:: Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure'Coefficient Down _ R! GC4" °v mm x 4fi Fig 6=116 C D-14A B Down �� '�;�d ��,.,�--.. �. ; ,� -" 0.87��; ,. ,� . . , 9�' / / / Design Wind Pressure p p='qh(GC) Equation 6-22 Wind Pressure U ,, 21.2 psf Wind Pressure Down 19.5 psf D ALLOWABLE STANOFF SPACINGS -- �. X-D rection Y-Direction Max Allowable Standoff Spacing Landscape 64" 3911 Max Allowable Ca yer T ;Landscape il. °°".t 24'` j - « NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area5M=M MIJIT042M � .°.• :� z�" 17 sf�� � f �.:�r �" �����:4� 1=1 l A. PV Assembly Dead Load W-PV 9 3 0 psf a Net,Wind Uplift at Standoff' • T ° • . Tactual 345,Ibs �,.. LIM Uplift Capacity of Standoff T-allow 500 Ibs SfandoffRDemand Ca aci =g�. , ��>�_�.DCR��,.. aTM ��,�,;��y .:.�. ��u�'�-0.69.1%�... .. a.�� ,�„�, .;�a,.��Z�,„W.' �..°�,.�:• X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 4811 66 Max Ailowable,Ca tilevera =Portrait `' Standoff Configuration Portrait Staggered Max,StandoffTributa Area " °Tnb .€. ..,;. 22 sf PV Assembly Dead Load W-PV 3.0 psf . Net_Wind;Uplift at'Standoff_ ' ,, rT actual -433 Ibs , � �NO 11 ° Uplift Capacity of Standoff T allow 500 Ibs Standoff STRUCTURE ANALYSIS - LOADING SUMMARYAND MEMBER CHECK MPS Member Properties Summary ' MPS Horizontal Member Spans Rafter Pro erties s. Overhang 0.66 ft Actual W 1.50" Roof System Properties San 1- 13.38 ft. .... Actual D.,*.. .v-. 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes ,r. :;. . S"an3r . J ' A''3'� :' N}" a10.88in.^2 .RoofingMaterial, v�Com Roof Re-Roof No San 4 . S. 13.14 in.A3 PI wood Sheathin «- _ : 4Yes, ' San 5 I H-: 47.63 in A Board Sheathing None Total S an 14.04 ft TL Defl'n Limit 120 Vaulted CeilingYes PV 1 Start 2;25 ft. Wood Species p. SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.42 ft Wood Grade #2 Rafter Slope::t ;: 35°, PV 2 Start ., �, r „ Fti L 875 si: % Rafter Spacing 16"O.C. PV 2 End F„ 135 psi To Lat Bracing _ 'Full�> PV 3 Start " 'g "°' `'` E' 1400000 psi Bot Lat Bracing I Full PV 3 End Emi„ 510000 psi Member Loading ma'ry Roof Pitch 9 12. Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.22 16.5 psf 16.5 psf PV Dead Load,. -.x �- PV-DL" - "3.0' sf x 1.22 _: _d.y .. Y3.T §f Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load LL SL1,2 30.0 psf..a: x 0.7'_I x,0.41 21.0 psf a,,412.3 psf.. Total Load(Governing LC I TL 37.5 psf 32.4 psf Notes: 1. ps=Cs*pf, Cs-roof,Cs-pv per ASCE 7[Figure 7,2] 2. pf=0.7(Ce)(Ct)(IS)pg; Ce=0.9,Ct=1.1',IS=1.0 ' Member Design Summary(per NDS Governing Load Comb CD CL + CL CIF Cr D+ S 1.15 1.00 1 1.00 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @ Location . Capacity DCR Load Combo Shear Stress 36 psi 0.7 ft. 155 psi 0.23 D+S Bending + Stress 881 psi 7.4 ft, 1389 psi. h_ 0.63 D+S Bending - Stress -15 psi 0.7 ft. '-1389 psi 0.01 D'+S } Total Load Deflection 0.69 in- 282'i.,, .. 7.4 ft,• s.. .. .m 1.63 in., §A 120. . io, t0.42t - #D 4,S [CALGULATION_OF DESIGN:WIND LOADS NIP5 .;� _ .: . - e Mounting Plane Information' Roofing Material Comp Roof "`-."' E.,SolarCity SleekMoune- PV System Type_ ° Spanning Vents - No — - Stand ff'Attachment Hardware �`; ="'' 4 ""` Combi�Mount Tyoe C 74 4 ° Roof Slope 350 Raft Spacing 1i O.C. Framing Type Direction Y-Y Rafters Purlin.Spacing____ X-X Purlins Only"` _ b , Tile Reveal Tile Roofs Only NAB Tile Attachment,System_„___�____� TIe,Roofs Only, NA`_ - -_ -- —_ Standin Seam ra 5 acing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,De sign,Method - Partially/Fully Enclosed Method_____ Basic Wind Speed V 110 mph_ Fig. 6-1 Exposure,Category w.d: a C_ ___ _ - � � Section 6.5.6.3 Roof Style Gable Roof Fig.6-116/C/D-14A/B Mean Roof;Height jA h 15ft- Section 6.2 ;..y .; _ , 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 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 ps1f Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext.°,Pressure Coefficient Down i.r r, GC DWG 0.87 Fig.6-116/ /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�� Landscape " ,;l Standoff C 24 t NA , onfi uration Landscape Staggered Max Standoff Tributary Area - k . �Trib >>. :. ,. .• t -17�sf, { _ - - -- ,_ x PV Assembly Dead Load. W-PV 3.0 psf IVet Wind:Uplift Standoff }" `--T:actuaj . x 345 Ibs® Uplift Capacity of Standoff T-allow 500 Ibs . -�— - Standoff Demand Ca aci x �' �DCR�� 7 -69.1% t X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" _ u 66" _ Max Allowable Cantilevers T:�p�. . Portrait _. 19" Standoff configuration Portrait Staggered Max Standoff Tributary Area %, �Trib _ 22 sf„ ' PV Assembly Dead Load W-PV 3.6 psf Net Wind Uplift at_Standoff t �T-actual _ ,433 ID A„ ,u, ._ _ -- Uplift Capacity of Standoff T-allow 500 lbs� Standoff Demand Ca acid 7 7•- 7- a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map aylo Parcel 159 Application # CQ6/S-6, `�� Health Division Date Issued /3 Conservation Division Application Fee Planning Dept. Permit Fee 20 Date Definitive Plan Approved by Planning Board Historic - OKH �y _ Preservation/ Hyannis A/;� Project Street Address rc uv\c5 \bc k'u-e. Village W Owner 11 S r• Address Telephone 5 0 We st O^A, \` kor!kilo ;Z Permit Request �\ S C&c-A PEt S? y\' ( l7c 1 �c�c�nnc� `i 4nCA i Square feet: 1st floor: existing — proposed — 2nd floor: existing — proposed Total new Zoning District R�-1 Flood Plain Groundwater Overlay —' Project Valuation�� I, b00� Construction Type Rom_ Lot Size Grandfathered: ❑Yes X No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure d �i� Historic House: ❑Yes allo On Old King's Highway: ❑Yes CA No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other !f-A 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: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing A6 - New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new sizmpool: ❑ existing ❑ new size Barn: ❑ existing ••❑ new-i sizeWh- r�3 :� — Attached garage: ❑ existing ❑ new sizefffthed: ❑ existing ❑ new size &Other: <" Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes dA No If yes, site plan review# ; p D Current Use��j5+�n�wl Proposed Use a APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Telephone Number (5 3 Address mc,. wcS Noc•A License # CS - 1 62 C 1D6%1A_V\\ 'NHS �-1.yk' CA"Q Home Improvement Contractor# LgC oZ Email . Worker's Compensation # WA �GGQl��G��GcS(may ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE /1 :�a (S FOR OFFICIAL USE ONLY `APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER.. _ DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL . + GAS: ROUGH FINAL k FINAL BUILDING DATE CLOSED OUT, ASSOCIATION PLAN NO. Msssachass"s Oepartmoof of Pubite satety �! Board of Building Regtgstions and 9t#naatda ftanso CS-108615 JASON PATRY .P 821 STEWART DR1VE ,, Abington MA 0: 51 P,iwfarf� vrffe.� OZ/0 =19 f' . . Office of Coasnaur Affairs&aostaas Retalftkn HOME IMPROVEMENT CONTRACTOR j { ` Rogtstt ton: 168572 Type i r Expiration: 31=17 Supplement C SOLAR CITY CORPORATION JASON PATRY 24 ST MARTIN STREET BLD 2UNi lT1 &BOROUGH,MA 01752 Uaderseerebrq 1 • t ' IP _ �1'u(l � �Office of Consumer Affairs d Bness Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvemerit,Contractor Registration Registration: 168M Type: Supplement'Card SOLAR CITY CORPORATION 1= '' Expiration: 3/8/2017 CHERYL GRUENSTERN _ 24 ST MARTIN STREET BLD 2UNIT 11 MARLBOROUGH, MA 01752 . Update Address and return card.Mark reason for change. ' ; A I Ca 4-0;1; t i Address. Renewal Employment �_l Lost Card _� ��I•�°r'tJ>JJ>r1U:•:JiI/r i/" I/rL.li/t'III Y'II1 r - w•-w-• trice of Consumer Affairs&Business Regulation License or registration valid for individul use only " Q before the expiration date.If found return to: OME IMPROVEMENT CONTRACTOR p '.5 ,! Office of Consumer Affairs and Business Regulation ;gRegistration: 168572 Type: IO Park Plaza-Suite 5170 -'` Expiration: 318/2017 Supplement Card Roston,MA 021.16 SOLAR CITY CORPORATION CHERYL GRUENSTERN 3055 CLEARVIEW WAY `. SAN MATED,CA 94402 --- Undersecretary '-Not valid without signature 77te Comawnwegm of mauddiitwe Deparfwnrvfindust fatAeel . I Congress suite lop W Boston,AM 02114 201 www.b=S gav/Itui I'ariters'Cs»pewmdou Insu ie*AMdaviv Bitihhns/Contradars/Electric[2nstglumber& To ss nuns wrrH THE P8RmnTmNG AUTtiORM. jaw- Print Lel bly Name(Buxkzess/orn i•:�vidua): SolarCity Corporation Address: 3055 Clearview Way City/State&ip: San MaUVCA 94402 Phone;#: 89&765.2489 ArsYou antmgtayee?Cbeekthe awa@rhaee Lu. Type ofpraject(requind): t. [am a miduyes -. . MWISIM(fill mar Fa)• Z n Now construction 2.131 am a sore proprietor or partav MP tad have ao wOoyces working for ma m 8• Remodeling 4W C2P=AY [Na umrher:camp inaaatac rcgahed l 3 Ol am a hmnwv,m dowg oB awk mysdi f No wodmra'oarup imumme tequiced l' 9. Q 1)tuwlitim 4 1 am a homtowtmrandn,V bo lvr conawan to aombjui all*-A on my Oropett} 1 wdl 10 0 Btuldirig addition eaaurctWA0-arto,eitimimua«ro:em"compowdonmsurm.-aoromsale l LE]Ejectricalrepairsoradditions proprietors wiGt no eettplayees 12.Q Pltrrnbing repairs or additions S[)I=a 9CmW9 rasaraaor sad I Gave hoed+bc sr�oaotradurs tared an the ammhedeet. tb� sh : !3.Qltaaf reftairs -netew M=smlaveevooyresand hanvw rk-Cm' . We are a carpotaiim and tts dfiicers have eXcreked their right of exempum WMGL a 14.130ther Solar Panels tam gF(+t),oral vre brut no eanptayees.fNo 9rorkers'coara:irtsurarxa toquirrd.l 'Any PoRcaat that chock box t i most also 019A the section betowshowiag their eokiets'winpensatien polity ia&nna ion. r Hemeowaem who submit,his dW&II kd=atm9 dVY are 40fi%all work Mod Shea iilCe Oi83idtt ttrrvaetars awst subs it a new wrdawt md:catM11=ch- . -Coatmotom dad check this box mast miadl ed an additional shut sh=*the tone orrhe sab.C"-dden and stole whatber ordot ftm-entities buc rmplayees wwkem'mmnio palics rmmbcr I r met rrsrpfayer 1s provf�ne¢warlrrrs'renrper>satien irrsurmice for rn(y r loyeQs &elew is the j;Mcy midi job sirs: Insurimce Company Name_ Liberty Mutual Policy g or SeMins.Lic.#: WA766DO66265024 Expiration Date. Job Site Addnss , 40Q Cifggn Dune Drive __Ctty/3tatdZiP:-Wc-, ,anni�rt,MA 02672 Attach a copy of the workers'compemtlon.poltey deetaratioa P%r(Showlragthe poft number arid exphv4ion deft). , Failure to seethe eovesep as required order MGL c 152,$ZSA is acriminal violation ptatisbable by a fine up to$1,500.00. arid/or me-year imprisortmerit,as well as civtg penalties in the forth of a STOP WORK ORDER and a rime of up to$250.00 a day against the violator.A copy of this on ant maybe forwarded to the Office of Investigations of the D1A for,,,nf=ce coverage verification. !do hereby CV*jrn&r mtd petralkes of perjwy!ha/the igjnrs:arion prosided above fs terse surd rotrM t)am:. August 11 2015 o idd use only, Do Rat unite M this also,to be compldied by rfy or town o did City or Town: PermItllacts3se P� " Issuing Authority(circle nee): I.Board of illealth 2.BuBding Depar•tmeat 3.ChyfTowo C Wk 4.Eleetrftal Inspector S.P!u>9bing Iospcc'ter 6.Other Centact Persom Phone ik oR,o1' CERTIFICATE OF LIABILITY INSURANCE om M CER WAN IS IsWO AS A KATWR OF INN OR11fLlTt N 0t11.Y AND GOWM no WAt11'D"TIE CMMCA7g KOLDg t.'Figs GERTMATE DOES NOT AFMII TM&Y OR NWATNMY AM=.EXTEND Olt AUN THE COMM AFf[»DY THE FOuen QJELJDW TM CERTLPICATE OF DMURANCE 000 NOT COtiSMVTE A CONTRACT BSI TH6 mumo WO RMM AUTEN11 M REPRE30Ii M OR PRDNCE i,AND THE CERWICATE HOLDER avloRTANT: Ntn=womb hddw is an AlaDRlONAL 1NS ,the pomww halal be amend N sti#lFOGfXl1 wl—w ,wAim t& the hems and ow dfflam of flee polka►,codala polnrlas snag"rsgtdr i an andonssmwd. A statimment an two eadmask&aw act confer r4o to b ow aeftif�hol�r�lhal ofaaedlepdorselneed a �11iE1(B IdNURNtCf:f 315GILXilf09ASfFlEETi S1aIE t9011 ails . CAUPORNIAIJlIfl01� SAN MWZM GA 91101 f NAM 8911vI0i-BT�6A1M1�14•� A.l�lyt Fiet�om Cowry PA S1St!��9�5t1Oi3 s . �(�g(�BtOR gE00q f3ol�OfrCp o{afrra 1M841ffiRC: MA t: 00V ERAWS CERTRUTS NUMBER: SEA4X44026M N q THIS IS TO COY THAT THE POL083 OF 1NSURANOG LIST TR]BELOW HAVE BEEN WSUED TO THE flVSURED NAM ABOVE FOR V6 POLICY PERIOD INC=TED ANY IMMRla<UM TERN OR OO4fDMON OF ANY CO MOT OR CUM DOCUMENT Wf H RESPUCT TO Yl6 GH IMS CER"WATE MAY BE JSSU W 09 t4AY PERTAW,THE WMANCE AFFORDED 8Y THE KGCM DESCRSED HBRMN 15 SUBJWr 70 ALL"THE YEWS. eXC U5l M AND CONDITFOHSOFSUC"PO1.IP.IES.11MRSSHOWN MAY HAVE SEW REDMED BY PAR)Imo. TMOF"MURAl1mumm Umm A commumam 1 4 +; OlW1f24114 MOVAM sI OCcxativEMCe i tpOD,O� X t:O"YOWL 6Ef8�RALLIABILiTY A +1 � i low CLAAM4MDE�OCCUi2 filW&7�J1a19 lop ' I°P�WN6aASNaWtknlf i _- - lei CZti7a ItALAOCsf�R47k f 2A9WX �AGGgEQUEUMITAPPMPEk pRC011CT'S.GaR6PJDpltl06 i. 2A0 GM X X wir Loc A AMMOMELuu lfary AS�B6406 6044 �iftU2ol1, 5 ELMIT, 4,WD,90Q rw ALnw A . . ry BOOILYMLiJR�'jpKCOcbdggQ 4 x HIMAtMN X Ain= a x ° CO4P1Cal0ED i i1,�0(11 S1.GU0 GwAto u We oco FAOI OMURriEM 4 7Jf=UAB 4 .. I t , D AailEA=cDlfai'lhl�ar[Y B eWwPARTHEREECtM!, WC7IRIO i(tllll} 09181/ !4 i0101R@t5 ELL�IIYIACC tt . B 1N lREIMUDE� N afa iYComtaCR9lE e<.`t50A00' ELdeCsS•rA y 1.OA0,U08 n earape ewaw } EL -ppLILY ttNff aS�At�MOiat�tl►AO►a6rWG►t�nt/ve�aFc fAa6a�ACOlmtm,AdAlbniRMnrrJs9d�omtanrolts�rwlsnr�s� , CvfdrAw oI Ilwuaka. fl W HOWER CANCS"MH TIC EXPM13DN DATE THF.IEDF. 1H3Tlf7E WILL W OIJUIE M E Sbp I ,CA t A MDRUNM Vf n4 Tim PGXY 1M . A1I1110ta>l91JI1'611e ' 6tilanA'aruns,arwraresser�en , . �t�-m3q a�rol:�caRF�o�A�loN.an ►I�,�.a. ACORD IS Von) R T Iw ACbFib name end logo art r sd alattnr of ACOM 1 DocuSign,EnvelopeID:E3AB9FEA-6618-4A8E-A4A6-DCECA26EA671 SolarCit V PPA AMENDMENT Customer Name and Address Installation Location 4 Date' Dixie Norris 400 Green-Dunes Dr 8/8/2015 400 Green-Dunes Dr WEST HYAN PORT;MA 02672 WEST HYANPORT,MA 02672 ® Congratulations! Your system design is complete and you are on your way to clean,more affordable energy. Based on the information in your System- design,there are some amendments we need to make to your Power Purchase Agreement(the"PPA").The amendments.are as follows: • We estimate that your System's first year annual production will be 131-879.kW.h and we estimate,that your average first year monthly payments will be$144.57.Over the next 20 years we estimate that your System will produce 264,784 kWh.We also confirm that your electricity rate will be$0.1250 per kWh,(i.e.electricity rate$0.1250 and tax rate$0.0000). Your electricity rate,exclusive of taxes,will never increase more than 2.90%per year. By signing below,you are agreeing to amend your PPA and you are agreeing to.all of the new terms above. If you have any questions or concerns please contact your Sales Representative. Customer's Name:Dixie Norris Power Purchase Agreement'Amendment br. Signature: . Date: g,(g42II15 sO arCity approved Customer's Name: Signature: Signature: Lyndon Rive,-CEO Date: Dater 8/3/2015 3055 Clearview Way,San Mateo,CA 94402 1888.765.2489 j solarcity.com Power Purchase Agreement Amendment,version 2.0.1,June 25,2015 Contractor License MA HIC 168572/EL-1136MR Document generated on 8/3/2015 •� 999924 ®Boise Cascade Triple 1-3/4" x 16" VERSA-LAM@ 2.0 3100 SP Floor Beam\F1301 BC CALC@ 3.0 Design Report- US 1 span 1 No cantilevers 1 0/12 slope Tuesday, September 27, 2011 Build 517 File Name: BC Job Name: Norris Description: FB01 Address: '400 Green Dunes Drive Specifier: Joe Madera City, State,Zip:West Hyannisport, MA Designer: Customer: Cape and Islands Construction Company: Shepley Wood Products, Inc. Code reports: ESR-1040 Misc: All .. . e= 20-00-00 BO,3-1/2" B1,3-1/2" ILL 4,200 Ibs ILL 4,200 Ibs DL 1,637 Ibs DL 1,637lbs Total Horizontal Product Length=20-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area(psf) L 00-00-00 20-00-00 30 10 14-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 27,860 ft-Ibs 49.7% 100% 1 1 - Internal Completeness and accuracy of input must . End Shear 4,888 Ibs 30.6% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U439 (0.534") 54.1% 1 1 output as evidence of suitability for particular application.Output here based Live Load Defl. U610 (0.385") 59.0% 1 1 on building code-accepted design Max Defl. 0.534" 53.4% 1 1 properties and analysis methods. Span/Depth 14.7 n/a 1 Installation of BOISE engineered wood, products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member . Material building codes.To obtain Installation Guide or ask questions,please call BO Wall/Plate 3-1/2"x 5-1/4" 5,837 Ibs n/a 42.4% Unspecified (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 5,837 Ibs n/a 42.4% Unspecified BC CALCO,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARDTM' BCIG, Notes BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Connection Diagram ,b f d a o o c e o 0 .� a minimum - 2 u= 11 b minimum = 3 d =24" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 x 7 PH 4: 10 AS*N Boise Cascade Triple 1-3/4" x 16" VERSA-LAM@ 2.0 3100 SP Floor Beam\171301 BC CALCO 3.0 Design Report- US 1 span No cantilevers 1 0/12 slope Tuesday, September 27, 2011 Build 517 File Name: BC Job Name: Norris Description: FB01 Address: 400 Green Dunes Drive Specifier: Joe Madera City, State, Zip:West Hyannisport, MA Designer: Customer: Cape and Islands Construction Company: Shepley Wood Products, Inc. Code reports: ESR-1040 Misc: �. 20-00-00 BO,3-1/2" B1,3-1/2" LL 4,200 Ibs LL 4,200 Ibs DL 1,637lbs DL 1,637lbs Total Horizontal Product Length=20-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90%. 115% 133% 125% 1 Standard Load Unf. Area(psf) L 00-00-00 20-00-00 30 10 14-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 27,860 ft-Ibs 49.7% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 4,888 Ibs 30.6% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U439 (0.534") 54.7% 1 1 output as evidence of suitability for particular application.Output here based Live Load Defl. U610 (0.385") 59.0% 1 1 on building code-accepted design Max Deft 0.534" 53.4% 1 1 properties and analysis methods. Span/Depth 14.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Wall/Plate 3-1/2"x 5-1/4" 5,837 Ibs n/a 42.4% Unspecified (800)232-0788 before installation. B1 . Wall/Plate 3-1/2"x 5-1/4'' 5,837 Ibs n/a 42.4% Unspecified BC CALCO,BC FRAMER®,AJSTM", ALLJOISTO,BC RIM BOARDTM,BCI®, Notes BOISE GLULAMTM" SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Connection Diagram . b d a • • o T o • c e 0 0 0 a minimum = 2" c= 11" b minimum = 3 d =24" . e minimum =3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 TOWN OF R INSTABLE I S F P 2 7 P 14: 10 ',,€ SON REScheck SoffWare Version 4.4.1 Compliance Certificate Project Title: ADDITION Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 400 GREEN DUNE ROAD SANFORD TAYLOR BARNSTABLE,MA 774-487-9082 Compliance:10.6%.Better Than Code Maximum UA:66 Your UA:59 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or ti•• Perimeter LI-Factor Ceiling 1:Flat Ceiling or Scissor Truss 518 38.0 0.0 15 Skylight 1:Metal Frame:Double Pane with Low-E 27 0.320 9 Wall 1:Wood Frame, 16"o.c. 450 21.0 0.0 24 Window 1:Metal Frame:Double Pane with Low-E 12 0.330 4 Door 1:Solid 21 0.310 7 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 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: ADDITION Report date: 09/27/11 Data filename: Untitled.rck Page 1 of 4 INIS 01 REScheck Sof ware'Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: A- Above-Grade Walls: , ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation ` Comments: Windows: ❑ Window 1:Metal Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: 4 #Panes Frame Type Thermal Break? Yes No Comments: Skylights: , ❑ Skylight 1:Metal Frame:Double Pane with Low-E,U-factor:0.320 #Panes Frame Type Thermal Break? ' Yes—No Comments: Doors: ❑ Door 1:Solid,U-factor:0.310 Comments: Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. Lj Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any.gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Project Title:ADDITION Report date: 09/27/11 Data filename: Untitled.rck Page 2 of 4 4 t�IUN Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. u Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Lj Heated swimming pools have an on/off heater switch. O Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Project Title:ADDITION Report date: 09/27/11 Data filename: Untitled.rck Page 3 of 4 TOWN OF AR I STAB SP 2I 10 t t r Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: n A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: ADDITION Report date: 09/27/11 Data filename: Untitled.rck Page 4 of 4 TOWN OF Bfid TABLE ' ;Ic"P27IM4' 1 D,' STkn i 6 s 2009 IECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 0.00 Ductwork(unconditioned spaces): Window 0.33 Skylight 0.32 Door 0.31 NA Heating System: Cooling System: Water Heater: Name: Date: Comments: ( TRIM, 4F BATRJ111 STABLE If pp n (¢ 00 pcfpM^.'€c;s.:naFrl....oM.inm�s•*"v�":YKYa1H..' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, Map Parcel Application #CYU Health Division ' Date Issued1 A Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 0 o U Village Owner + �''✓ S� �. 5 LL �o m. Address Al�. Telephone Permit Request s �,i,3,L��..., �iL T IV V c) I ool c Square feet: 1 st floor: existing - proposed 2nd floor: existing proposed Q Total new 7� Zoning District Flood Plain . Groundwater Overlay .Project Valuation ! dUdJ Construction Type Lot SizeLI Grandfathered: ❑Yes ❑ No .If yes, attach supporting documentation. Dwelling-4-ype:&'Single Fmily Two Family ❑ Multi-Family(# units) iLr) Age of Existing"Structur Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basemeff Type:- ❑ Full 0 Crawl ❑Walkout ❑ Other Basement Finis'-fled Areax(sq.ft.) Basement Unfinished Area(sq.ft) Numberpf Baths: Full: dXfsting 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: ❑ Gas ❑ Oil, ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing _New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ 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 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) // Name cisti.. oQA_Telephone Number � 77 tv � 5 ® b 1 � p _ Address r R�kicense # Home Improvement Contractor# c��% to Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJEC WILL BE TAKEN TO ©,I SIGNATURE DATE FOR OFFICIAL USE ONLY y E . f` kRPPLICATION# " DATE ISSUED MAP/PARCEL NO'. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION. +r ' FRAME f J INSULATION: FIREPLACE - r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ; vjs: . ROUGH .. FINAL FINAL BUILDING ,'. -.'� ,DATE CLOSED-OUT _ ASSOCIATION PLAN NO. 6!1t/_'ci11 55:51:09 AM PST (GMT-b) FRUM: insurancevis ions.corn-rv: 1JUO)l IDUO00 rake: _ 1_)L .L-) I T Fy DA tE(MMIDDr"Y Y) A�" CERTIFICATE OF LIABILITY INSURANCE F6/13/2011 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 endorsements . PRODUCER-FRANK L HORGAN INS AGENCY INC CONTACT NAME: `• -.- 44 BARNSTABLE ROAD PHONE A/c o Exti, 508 775-5830' 1 Ax tivc.N'4:_5COSL775-1104 HYANNIS, MA 02601 E-MAIL ADDRESS: I. INSURER(S)AFFORDING COVERAGE NAIL A - WSURERA: LIBERTY MUTUAL GROUP INSURED CAPE & ISLANDS CONSTRUCTION COMPANY INC INSURERS: PO BOX 210 INSURER CENTERVILLE MA 02632 WSURERD: IYit t t — WSURERE: - - WSURERF: COVERAGES CERTIFICATE NUMBER: 10385984�- REVISION NUMBER: TI IIS 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 OTIIER DOCUMENT WITI I RESPECT TO WIIICI I TIIIS 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- INSR - - pODL SUER POLICY POLICY NUMBER MMIDDIYYYF POLICY MMIDD/YYVY LTR TYPE OF INSURANCE INSR WYD .OMITS GENERALLWBILIFY - EACH OCCURRFNCF DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea oca,rcence $ CLAIMS-MADE OCCUR _ MED EXP(Any one person) $ PERSONAL&ADV INJURY $GENERAL AGGREGATE $ GEN'L AGGREGATE LIMrr APPLIES PER. PRODUCTS-COMP/OP AGG $ PRO- LOC $ idenq POLICY JECT GO BI en SIN E LIMrr -AUTOMOBILE LJABRHY - Ea aa: $ ANY AUTO - BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) '$ AUTOS AUTOS - PROPERTY DAMAGE - NON OWNED (Per accident) $ HIRED AUTOS AUTOS - ---- - $ UMBRELLA LIAR OCCUR - 4 EACH OCCURRENCE _ EXCESS LLAB CLAIMS-MADE - - AGGREGATE $ DED RETENTION$ $ $ WT A WORKERS COMPENSATION WC2-31 S-377540-011 5/7/2011 5r//2012 / ORY LAMR)S AND EMPLOYE KS'LIABILITY YIN - ANY PRUPRIF k� ETORIPARrNER/EJ(ECUTNE a NIA E.L.EACH ACCIDENT -$ l OUOOO OFRIMEk9BEl2 EXCLUDELI? E.L.DISEASE-EA EMPLOYEE $ 100000 (Mandatory in NH) if yes,describe under E.L.DISEASE-POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If,more space Is requlred) Workers Compensation Insurance:Part One of the policy applies only to the Workers Compensation Law of the State of MA. 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 ACCORDANCE WITH THE POLICY PROVISIONS. 200 MAIN STREET HYANNIS MA 02601 AUTHORIZED.REPRESENTATtVE Jeff Eldridge ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD :_ER,r No.: 10385984 Anne Chandler 6/13/2011 5:46:22-An Page 1 of 1 Yh�s sarttiicatc rascals and supersedes ALL Previously issued certificates- The'Commonwealth of Massachusetts ( l Department of Industrial Accidents 'J Office of Investigations 600 Washington Streef Boston,MA 02111 f www.msas gov/dia Workers' Compensation Insurance Affidavit: Builders/ContractorslElectricians/Plumberg Applicant Information Please Print Le0bly NaII1B(Business/Organization/Individual): C.- [ Address: City/State/Zip: '� �L N)9 'Phone #' A re you an employer?Check the appropriate box: F oject(required): [PI am a emp.loyer with 4. ❑ I am a general contractor and I constructionemployees(full and/or part-time).* have hired the sub-contractors I am a sole proprietor or partner- listed on the attached sheet T odeling ship and have no employees These sub contractors have olition working for in.any capacity.. . workers' comp, insurance, ing addition [No workers' comp. insurance 5. ❑ We area corporation and its required.] offtcers have exercised their rical repairs or additions 3.❑ I am a homeowner doIing.all work right of exemption per MGL bing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t. employees. [No workers' comp..insurance required.] 13.❑ other *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. XContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: Z,--Ie, y Policy#or Self-ins.Lic. #: L ` � ��/5�i1/C.i � [�!f 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 up 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 may be forwarded to the Office of Investigations of the DIA for' urance coverage verification. I do hereby car*under th pains an pe Ries of perjury that the information provided abo a is true and correct Signature: Date: Phone Official use only. Do not-write in�this.area,to be completed by city or town official City or Town: : Permit/L.icense# Issuing use (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector-5.:Pluming Inspector 6. Other Contact Person: Phone#: Information and. Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,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 P 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 to s persons to do maintenance construction g P Y P or repair work on such dwelling house P g or on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license 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, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter inio 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 out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s) name(s),address(es)and phone number(s)along with their certificates) of insurance. Limited LiabilityComp Comp anies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be 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. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials 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 in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/licease applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under"Job Site Address"the applicant should write"ail locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proofthat a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your 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 Office of Investigations 600 Washington Street Bostoa,IAA 02111 Tel. # 617-727-4900 ext 40.6 or 1-8,77-MASSAFE Fax �# 617-727-7749 Revised 5-26-OS wwm.mass..gov/ a r Iva, B smess.Ref Nlx.sachu�C'tt� - 1 O flee of:Consumer.Aff:rr CTOR Uclrr►tmcnt of Public Type Board of Buildinf, Rc�. Safct� �1 Hp> E IMPROVEMENT CGS°_1TR� ulations and Standards Reg►-tration 1 165936 prNate Corporatio Construction Su ; Expiration: {41912012 1 : License: 'CS 74660 Supervisor License, u # Cq &ISLAND C�.CyWSTRIJCTION } JOSHUAX KOURI ` I. ay' PO BO JOSHUA KOUR - l X 210 ti 55 ELW1ravE. CENT ERVILLE, MA 02632 a ` MA 02601 HYp,NNIS, Expiration: 2/12/2013 ('unmiissiuniy c - l � M1"taswchusctts- p�•hi117mcnt of Puhlic _ Board of Buildin-- Rc,. Sat'ctj i aln;eu2ls;nogl►m pge ;o ; Construction Su ulations and �t.in�l irdti Supervisor License License:.cs 74660 js JOSHUA X KOURI 911Z0�'hI`uo;sog PO BOX 210 ` OLTS alms-ezo ilea OI CENTERVILLE, MA 02632 p uoimn5ag ssaulsng pue sale33v aawnsuop;o aag3O l r :o;min;aa punoj jl •a;ep uollealdxa aq;alo;aq ��- quo asn Inpinlpul ao;pllen u01;eJ;s123.1 ao asuaa17 C nnmi�siuner Expiration: 2/1 212013 Tr#: 12106 Town of Barn-stable Regulatory Services - Thomas F. Geiler,Director Bui.lding Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barngtablema.us J Office: 508-862403 8 Fax: 508-790-6230 Property OwrierMust Complete and Sign-This Section ABuilde If Using r as Owner of the subject . ) property herebyauuthorize �, 1 c. t act on roy behalf, in all matters relative to work authorized by this building permit application for (Address of Job) Signa of er ate Print Name If Propedy Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:F0RM3:0 WNERPERMW1DN �ppIKE t Town of Barnstable yD Regalatory Services uxrrsusLE Thomas F. Geiler,Director Building Division rEay Tom Perry,Building Commissioner 200 Maid-Street,_Ayannis,MA_02601 Rrww.town.b arnstable-ma-us Office: 508-962-403 8 Fax: 508-790-6230 HOl MOWNER LICENSE EX MyTTON Please Print DATE: JOB LOCATION: , number strxt village "HOMEOWNER": name home phone# work phone# CURRENT MARRING ADDRESS: city/tnwn state ap code The current exemption for"homeowners"was extended to include_owner-occupied.dwelIi�s of six units or less and to BIlow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as i fi i supervisor. DEFII MON OF HOMEOWNER Parson(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 constrgcts more than One home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Qfcial on.a form acceptable to the Budding Official, that he/she shall be responsible for all such work herfarmed under the building hermit. (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."cgitifes 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 ti , requirements. Signatim of Homeowner Approval of Building Official Note: Three-family dwellings container 35,00()cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTRON .The Code states that: "Any borxreowner performing work for which a building permit is required shan be exempt from the provisions of this section.(Section 1D9.1.1 -Liccnsiirg of construction Supenzsors);provided that if the homeowner engages a peson(s)for bin:to do such work,that s�uCth Hameowner shall act as supervisor. Many homeowners who use this exemption are unaware that they are assuring the responsrbilitics of a supervisor(see Appendix Q. Rules&Regulations for Licensing Comstruetion Supervisors,Section 2.15) This lack of awareners 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 p licensed Supervisor. The homeown cr acting as Supervisor is ultimately responsib)e. To ensure that the homeowner is fully¢wart of his/hcrresporuibilitics,many communities require,as part of the permit application, that the homeowner certify that belshe 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 fonrdcertification for use in your cormnunity. Q:form :homccaampt �w 9 f , 3 S I. 6 Q- .a to 9� a 28 .l O _--- 9 _L 91 CQ i �� 28 _vA - - I General Notes: 1 I.All xork la bep lk—f in°¢wd—mlW Smm BWWir Cbde,780 CMk \` F'ghN EJilun,IBC IMR llpplkobk code indudd by'ef¢All uwkrok opryamlur Jixeled by loco audwdlie.lnvingjudaliclivrt ' � � � 3.Contrnclorro axme all permit,vMwomuge far inaacaiom EY lacol oulbodlica bnving FLOOR ABOW6 I junadir✓lon,a nroY be xquiml. A2 i _ . M` i wortwxlw�n mm�emdnio-i,mdr ror ieeaM occupvrcy.All debriaw he Jiapn 1oR fGW ufy loovl FAf1it.Y-'Rao•A n o IB°I mnnncr. I I. I_ lll fiueY . - AIA9f:¢ bv¢L.a,.l ,MNlu¢ C•A�N I .. I - - .. - .. .._n._. ❑❑ _.YdLOi '_FIHw4 .ROAM _ _ SMOio"T DETECTORS REVIEWED -jen L- UILDII' DEPT DATE LAV40cT Y • - . • � I.:J+EW elu saeo_ArTlc srncs I` .. - ... . ♦ ~a - rL.K,N aor.Y I - � � � 'E DEPARTMENT0 . - DATE ° I I BOTH SIGNATURES ARE REQUIRED FOR PERMITTING • i - T-,4 it 8ET3 4 i .ev 0 BbGRO0A1 � flvROo 4I' ?W' 1 _ 44[!4e . - �RA EAR! °--4Yf cvM All r B -Ir_ • .. _,,--n K5T FLCJPQ FLAN (L'%IS1IN 4_..E.%GENT 'A5 NOTEvI_- AREA. 21 sF Andrejs R.Strikis ; . - rim Floor PlanH� •l 7 - - • NCIv FAnAehed Attic Rovmv Al III - -. � .JOO Cxrn 0.olw Dnr4 HY,muapOJ,MA N a iz spa i I 'I ----------�I ---- ---- — - — a ei �j z li 4 CL r ' � a � 4 a r f TOWN OF BARNSTABILE ?ail SEA' 22 NN 3- 00 Home Energy Raters LLC BTorrey @Ene�CodeHelp.com Box 989,E.Sandwich,Ma 02537 888-503-2233 Duct Leakage Test ' Address 400 Green Dunes West, Hyannis Port Ma Date — Sept 21, 2011 Test Type — Rough-in — Total Leakage Conditioned floor area = 380 Sq FT To comply with Section 403.2.2 Of the 2009 IECC Code in this home the Maximum duct leakage CFM = 22 CFM ( 380./1OO x6=22) Duct leakage tested = 21 CFM This Home complies with Section 403.2.2 Of the 2009 IECC Code Date of Test:9.21.11 Technician: Larkum Test File:Untitled Customer BDA Heating+Cooling Building Address: 400 Green Dunes West Hyannis Port,MA West Yarmouth,MA Phone: Fax: Test Results 1. Measured Duct Leakage: 21.0 CFM 14.0 sq.in.(+1-0.0%) 2. Dud Leakage as a Percent of System Airflow. 3. Dud Leakage as a Percent of Building RoorArea: 5.5% 4. Leakage Split Supply Side. Return Side: 5. Dud Leakage Curve: Flow Coefficient(C): 3.0 Exponent(n): 0.600(Assumed) 6 Test Settings: Test Mode: Pressurization Test Pressure: 25.0 Pa Equipment: Series B Minneapolis Duct Blaster Test Type. Total Leakage (Duct Blaster Only) Contact our office with any questions, Bruce Torrev. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel'. Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address od �unQ Village , II Owner Roo 0 f f 6 S Address �(tt-IJ UIU S Telephone Permit Request Wg C `G " 1 n R6,Dm f9 bb vt G g r47 e, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation S150D.� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes td No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other e-- --� Basement Finished Area (sq.ft.) Basement Unfinished Area (sgftCD Number of Baths: Full: existing new Half: existing new M Number of Bedrooms: existing_new , Total Room Count (not in/c�uding baths): existing new First Floor Room Coupt Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other M Central Air: V'Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: r Zoning Board of Appeals uthorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name NUM-1D NgP011�4a IMA HGC Telephone Number Address "� �'gx � '7 License # T 3a�a sl ( yn re44% tJ C r rrn M,,A '01 �- 73 Home Improvement Contractor# Worker's Compensation # _ ALL CONSTRUCTION DEBRIS ESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE C'r DATE FOR OFFICIAL USE ONLY APPLICATION# ~' u DATE ISSUED z :MAP/PARCEL NO. A rt ADDRESS VILLAGE I OWNER `t DATE OF INSPECTION: x FOUNDATION' ; a FRAME INSULATION t FIREPLACE _ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL -GAS: ROUGH FINAL :,F:INAL BUILDING ' U. a , t , x_ DATE CLOSED OUT ASSOCIATION PLAN NO. - ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations k9i 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leizibly Name (Business/Organization/Individual): U un Z,-o L. tV q p-1, y o a-ect`i 4%f CoA 4 S Gi"_dS Address: Rb_ 60--u, 041 L-4 grry o At - hill , ou- City/State/Zip: Phone #: Are you an employer?Check the appropriate box: I Type of project(required): L❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.[21am a sole proprietor or partner- listed on the attached sheet. 7. [ Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance comp, insurance. � required.] 5. ❑ We are a corporation and its ME] Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their. I LE]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. [No workers' 13.0 Other 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. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. _Insurance Company Name:161 1 (W�4 �i of 1 f-,t L t q�) 1 I ►C Policy#or Self-ins.Lic.#: —C'P?QZ3(ot q l Expiration Date:a � Job Site Address: lv-�ru n ,,w o5 K CX 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 up 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby rtify u the ins and penalties ofperjury that the information provided above is true and correct. Signature: C'A Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: PRQ,P.O:SAL PROPO(S�PL NO SHEET NO DATE � PROPOSAL SUQ'MI�fT�C�S O ( ( t WORK TO BE PERFORMED AT: 1 NAME .C� _. ADDRESS c e�w•C.l •.,�—�.� rya. le ADDRESS x G nA S cvv, JC_Ur� ��.��.��� o10 DATE:OF PLANS PHONE NO. ARCHITECT t o N We.hereby�propose to furnish the materials and perform the labor necessary for the c&npletion of ( Go�lrna 1. t,- emu✓ i' F, ��=r ,-Ei�, S s ` fit fQ �.. ,, .:W• F�oc x, •z . '^YVSLJ 3. ,I R' t`na s-N Lam,c T71 c ,. - i All material is guaranteed to be as specified, and the above work to be performed in accordance:with the drawings an, specifi cations submitted for:above work and completed in a substantial workmanlike manner for the sum of e l_ k:V. Dollars with payments to be made as foll s. ,$C�tj 1 S 00 CitS tea r, Respectfully submitted I:f Any alteration or deviation from above specifications involving extra costs r l will be executed only upon written order, and will become an extra charge Per G�1 D� 'Y o�C 1 over and above the estimate. All agreements contingent upon-strikes, ac- cidents,or delays beyond our control. Note—This proposal may be withdrawn by us if not accepted within...._ days. ACCEPTANCE OF PROPOSAL The.,abovel prices, speclficatlons ."and conditions are satisfactory and:are hereby a cepted: ou,,'are authorized dor'the-work. . 'as specified.,Payments will-be made.as outlined above _ ?, { Signature - Date. W Signafa're._ PROPOSAL. . NC 3818 50 I-ROPOSAL. - �. COMMONWEALTH OF�MASSACHUSETTS. ` . • • -SHEET METAL WORKERS i • � : AS A MASTER UNRESTRFCTED: 'I ISSUES THE ABOVE'LICENSE TO �' l TANO 5;:' I f 76 CAMP ST' i W YARMOUTH MA 02673 3207 �- 4132 06 /?_8/12 94119/ � I Town of Barnstable ,, Regulatory Services Thomas.F: Geiler,Director SEP 0 1 REC'U Building Division . Tom Perry,Building Commissioner , By ' 200 Main Street, Hyannis,MA 02601 ,VVW.W.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# 5 30 FEE: SHED REGISTRATION 120 square feet or less %o lA �'B/lfZv. V� Oil .e WK.1S C>V' , Location of shed(address) VQa 'Z, 7 Property owner's name Telephone number Size of Shed Map/Parcel'.# E Signa e. Date Hyannis'Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3.30-4:30 e PLEASE NOTE. IF YOU ARE WITHIN THE JURISDICTION:OF'ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE°THE`APPROPRIATE COMMISSION FOR DETAILS. C THIS FORM MUST BE ACCOMPANIED BY A PLOT PLA10T c + Q-fortm-sliiedreg . 'REV:642506 a i a. —.. r 2! e o+yy.e. f x AJ -ami 4 CERTIFIED PLC PLI . . w Let.* x � 1 , is p As, IT v _l f 'l Tat elrMt It `SST TWO �.ATIO I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map pp Parcel v A lication# 060(, 001 Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis U Project Street Address /* Village - Owner �� ��LL Awr 0006 Address Telephone "6 ` 5 3� -t 3077 Permit Request ;1 I�V-,L -ib y-n F_-z `s-o K_ cZv`-sue d C3"Z -T-'2 N\.a.) 5,67777 ; Square feet: 1 st floor:existing proposed 2nd floor:existing proposed 4® Total new Zoning District ; Flood Plain k-JO Groundwater Overlay Project Valuation , 000 Construction Type l,,-�®® Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. i E Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) r v Age of Existing Structure Historic House: ❑Yes • + _No On Old King's High w �ay: D Yes ` �No r-- Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) �2_ Basement Unfinished Area(sq.ft) Number of Baths: Full:existing c'X new 0 Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing ! new First Floor Room Count Heat Type and Fuel: bQ Gas ❑Oil ❑ Electric ❑Other Central Air: OLYes ❑No Fireplaces: Existing ® New Existing wood/coal stove: ❑Yes AMo Detached garage:❑existing ❑new size Pool:0 existing ❑new size Barn:❑existing ❑new size Attached garage: existing ❑new size- M Shed:❑existing ❑new size _Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes W' o _ If yes, site plan review# Current Use , 1 b 1po C��-L Proposed Usek tz,5 J l] AJ C t BUILDER INFORMATION ag NCO- -7wQ . Name -Y`0 IS Telephone Number Address . AT C&A Q i6 g e t4 LA Y'P_ License# (7 5-7 rd1k.9 L 1sQnC\ VA A Home Improvement Contractor# 1 IND(OZI ri C3F,.1 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE17I o�, FOR OFFICIAL USE ONLY , . .,. PERMIT NO. DATE ISSUED MAP/PARCEL NO. t - S ADDRESS VILLAGE .OWNER - - a DATE OF INSPECTION: FOUNDATION ' FRAME jk�`j(�o ._, E N® Put^87434 4fsT 3 I . INSULATION(�!I IqL .� FIREPLACE _i ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL t GAS: ROUGH FINAL . FINAL BUILDING "" 7 DATE CLOSED OUT ASSOCIATION PLAN NO. - t ne uommunweacrn uj lvnuz�,Yacnuaeua Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, M4 02111 wM www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Elects icians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): �(`� �\9 Ick&`9 ay L- Address: City/State/Zip: , A,V^J I S ljfk— MR Phone #: Gig N (�,`�' `4 S Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time),*, have hired the sub-contractors t 2.0I am a sole proprietor or partner- listed on the attached sheet 1 7• ❑ Remodeling ship and cave no employees i These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. g, ❑ Building addition [No workers' comp. insurance y 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption pet\MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp., c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other 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 TContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am 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 criininaI penalties of a fine up 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 D for in ance coverage verification. I do hereby ce ify nde he p ' s+,and pena ' s of perjury that the information provided rabove isre and correcSi ature: Date: l v � - -7 Phone#: � c' 9 5- l Official use only. Do not write in this areas,to be completed by city or town offaciai 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#: Informatio n and Instructions .-- Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their erVloyees. pursuant to this statute, 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,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or . renewal of a license 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,MGL chapter 152, §25C(7)states"Neither the 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 out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es) and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be 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. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials . be sure that the affidavit is complete and printed legibly. The D Department has provided a ace at the bottom. Please s mp peP P space 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 in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. Anew affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit- The Office of Investigations would like to thank you in advance for your 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 Office of Investigations 600 Washington Street Boston, MA 02111 Tel, T 617-727-4900 ext 406 or 1-1077-MASSAFE ,Fax # 617-727-7749 Revised 5-26-05 www.mass.gov/aia °FTHE t Town of Barnstable °^ Regulatory Services " BMWSTYABLE, ` Thomas F.Geiler,Director y 'MASS, � � 4'Arf16 p.,a`e 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 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: D bozyyNclp— Estimated Cost ao, 000 Address of Work: (i00 Owner's Name: Date of Application: la-7 I �� 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 of the owner: Date Contractor Signature Registration No. OR Date Owner's Signature Q:wpfiles.forms:homeaffidav Rev: 060606 Table J32-16(condoned) Prescriptive Packages for One and Two-Family Residential Balldinp Heated with"Forth Fuels MAXIMUM MINIMUM Glazing Glazing Ceiling Wall I Floor Basement Slab Heting/Coolimg Am U-value= R-value' R-value' R-value' Wall Perimeter Equipment EtSaency' pie R-value° R-value' 5701 to 6500 Heating Degree Days' 12% 1 0.40 38 13 19 10 6 Nord R 12Ya' 0.52 30 19 19 10 6 Normal S 12% 0.30 38 13 19 10 6 115 AFUE T 15% 036 38 13 25 N/A N/A Normal U 15% 0.46 38 19 19 10 6- Nonnal V 15% 0.44 38 13 23 NIA N/A 85 AFUE W 15Ya 0M 30 19 19 10 6 85 AFUE X 18% 032 38 13 23 N/A NIA Normal Y 18% 0.42 38 19 1 23 N/A WA Normal Z 18% 0.42 38 13 19 16 6 90 AFUE AA 19% 0.50 30 19 1 19 1 10 6 90 AFUE 1. ADDRESS OF PROPERTY: A cc 4-1 E U3 to tv w 15 L�: ZN A 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: V00 3. SQUARE FOOTAGE OF ALL GLAZING: C>n 1-!�, lrl\ 4. %GLAZING AREA(#3 DIVIDED BY#2): I 5. SELECT PACKAGE(Q—AA-see chart above): sio NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-080303a RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition 1r50.0 Alterations/Renovations o� Change of Contractor/Builder $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x .0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE _ square feet x$64/sq.foot= x.0041= u ` (43 plus from below(if applicable) GARAGES(attached&detached) i square feet x$32/sq.ft.= x .0041= 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 .0041= STAND ALONE PERMITS , Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 r V cr Town of Barnstable Regulatory Services 9M $ Thomas F.Geller,Diiector ' Building Division. Torn Perry, Budding Commissioner 200 Main Street, Hyannis,MA b2601 www.town.b arnstabI e.ma.us Office: 508-862-403 8 Fax: 508-790-6230 ` Property Owner Must Complete and Sign This Sccdon_ If Using A Builder as Owner of the subject property hereby authorize TQ_OA i A vLl T_Y to act on my behalf, in all matters relative to work authorized bythis building permit application for. (Address. of Job) -A, 4,1 �< _L/ Q Signature of Owner Date Print Name Q:F0RMS:0 WNERPERM1MS10N I I i i i `7 S BVUG�\0 ;� erase Gp p125 '' 65 gS323 i Yf�� utt�b p�1g Bccn�..s1�0`� a pi0 NY f J �1t .f sp �s` �. e •s � ��. F �dF;z� i"e�'�i:� 4�"*'''t� .x-f -a" °'-k. � �' Mt�r`'�.�� - c•< '. .� ..r. e' $ , •'z�`s�'�� '6.P 49s�.Ya...+�. '4'�y b g � ,-� � f.' y, - :WV4.0 F ys ^` � a.. d s. 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Checked in By Q � Date Definitive Plan'Approved by Planning Board W Approved By Historic-OKH Preservation/Hyannis Project Street Address40 (s g E .)(A N GS a1 V T Village - � 1 /�ip Owner �-- /�C I��E Address Dc*Z DVC,tQ Telephone ?8' 396 -5 6 Permit Request Zvi — G 20 Q,-Pj] P6 6 -4 40 Rei f✓1.� c�� I � � lam: 6S e C��f� ��`�� ,�-e�ccs Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new o•✓ Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes Cl No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family Cl Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ` ❑ No On Old King's Highway: ❑Yes ❑No �Nasement Type: ❑Full ❑Crawl 0 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 l Heat Type and Fuel: ❑Gas ❑Oil I ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing >(new size Barn: ❑existing ❑new size Attached garage:❑existing ❑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 `BUILDER INFORMATION— Name U 9 s CoTelephone Number I '22 Address I `TJ u QQL 2 co u fQJ ry License# 0 7?� q 1(� � 5'A )tSPOfZ f � 0 2 Home Improvement Contractor# t9 2`TIJV i+ Worker's Compensation# U)O� 5-0613WO1�200 5_ ALL CONSTRUCTION EBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE O • f t FOR OFFICIAL USE ONLY PERMIT NO. DATr SSUED MAP/PARCEL NO. t � ADDRESS VILLAGE OWNER t_ DATE OF INSPECTION: FOUNDATION FRAME INSULATION 01 FIREPLA e� :,.► Z is "40 r EL Z� ROUGH FINAL . '{ PLUMBING: ROUGH FINAL r a. GAS: ROUGH FINAL + FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. f - iw -:�,#,a ,- )"t� `� x .o. •.b,�r � �ds"a - `5 1`[t'us "# 'U`�'' d - i p:�. f S,• :3��'3 � f Ysx^"4� T '.t�'�q }y�'C•_ wiia 4at a ' r x r.. ,� xh .� r,> MR1 3s'i S f r%'t +`;.a•' *� ��,. } A:. °r r'. a wrY 21 p' r � s, .f�-.,f `� �h. .'X 't" � �y� -°"R ��81. �v `rig. �d, � _ R.. �,^3 a j� �'•. _ rSx,,., P � p>� � tu-x 4rs't�5 ,.p-f� � Sy�c,,, i�: `•r' y, J'k�,� t r^ sptK �y '„�f' �t ,� � �: 'w'° J.. rL ��# s�: ,�1.�'i � i NT l���`�'es`"f�� � .;V S � .' 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Stu'y�,�'�,. n ,rS+s ., �, * r'b, ��sa. r c"i{'... `x`'r •g u`f. k h � `• y � � e i-�<X r•�"tc a'� "`$,S•t�'r`�:r�� � �• j `�ra� �f - ,j�`�'•y� 'r;^5� f -g. _ -c, t ate .'- ' w � .,,}� yq�' 7 dr-� 3i'4se u...`�` •`Kzasyrr'. T-7 .:^+•C 4r'4p tE' .v ca .a� *,�""..r•^ s. - ,f'ax#Si"''k r ti -D 3 Y-•"r '`1 s �'a 3 ,� x. �r. Town of Barnstable *Permit# O Fxpires 6 months from issue date • = Regulatory Services Fee %t 00. Thomas F. Geller,Director 16��plED h9. Building Division X-PRESS PERMIT Tom Perry,.Building Commissioner 200 Main street, Hyannis,MA 026-M MAY 13 2004 Office: 508-862-44038 Fax: 508 790-6230 TOWN OF BARNSTABLE EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red%Press Imprint Map/parcel Number Property Address (Residential Value of Work Ovner's Name&Address Contractor's Name_ Telephone Number �.7 Home Improvement Contractor.License#(if applicable)_ a .. Construction Supervisor's License#(if applicable) �fWorkman's Compensation Insurance Check one'. [] I am a sole proprietor I aim the Homeowner I have Worker's Compensation Insurance x Insurance Company NameN� Q,torkman's Comp.Policy Permit Request(check box) ( roof(stripping old shingles) All construction debris will be taken to ,T.�I1��7� Re-roof(not stripping. Going over existing layers of roof) [] Re-side' Replacement Windows. U-Value (maximum.•`4) *Where required: Issuance of this permit does not exempt compliance with other town department regalations,Lt.Historic,Conservatioa,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contracto s License is required. Signature Q.Forms:expn&9 ' Town of Barnstable Regulatory Services 13 t.E,$ Thomas F.GeHer,Director Buifiding Division - Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-862-4038 Fax: 508 790-6230 t Property Owner Must Complete and Sign This Section. If Using A Builder .;as.Owner.oft],e.subjectptopetty '_.._...... .. hereby authorize to:act on rny..b.eha]f,. ^ jn�]matEers relative to work authoiizecl-bp this building.pe�mit•applicai on,for. - (Address of Job) Signs a of Owner iae Print Name f Board of Ru dtng Regulattons and Standards r; H©WIIE nAlll'1 00 MOMENT C®N192�ACT0R R Istca �a M6453 I 04 to Corporation ' DAVID COX, INEMEN DAVID COX IFU 19 LAv E . J°Y END-: � R L N. W.YARMOUTH,MA 02673 S Administrator 1 r I� �. i ' a.N ssbr's map and lot numb .........6............. Zo9. THE r7;f toffy Sewage Permit number ....... . ..................... svmm MU......... WTALLM 0 COM 4'�e>0 � STABLE, House number ....................................................................... mu rp 1639- EN"RONMENTAL CODE TION TOWN OF BARNS 10121,11MW S KM BUILDING INSPECTOR APPLICATION FOR PERMIT TO .... D .........................................14. ....... TYPE OF CONSTRUCTION ......."OR e4 .................................................................................................. ..... .......... .....................19, TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according,to the following .... .... informa1tion: Location ....'4.. .. . .... .. . .V.Z........... 1115?e414.r... ..... ................ . Proposed Use ...... 111.�'.�A./Or. ._.e................................ ......................... Zoning District ......R —.1................................................Fire District ..... an.?......................................................--X Name of Owner of- C'OAddress.............................................................. ...................................................................... Name of Builder .......0 CVA)ele- S ............................................................Address .................................................................................... Nameof Architect ... ....................:...................Address .............. .................................................. Number of Rooms '91 Foundation ... ............................................. Exterior ...................................................................Roofing ..... ....................................... Floors ......................... .................................................Interior ........ ..................................................... Heating .................................................................Plumb.ing .... ...................................................................... Fireplace .... ................................................................ -Approximate Cost ..........................I....................................... Definitive Plan Approved by Planning Board ------------------------------ Area ............... Diagram of Lot and Building'with Dimensions Fee ... C.)........................... ... . SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .................... .......................... M246 L 159 Teutonico, Louis A. & Helen D. cr sewage 79 698 6.8 Permit for .twelli ...................................................................... i Location ..WHyanziis Lot..�t.3Q..G.reen.-Dunes......:............. _ . ..:!................................ Owner ....Laois.. 3_ Type of Construction ..... .frame. .....................: r iz �y ................................................................ ........... e Plot ........................ Lot ................................ Permit Granted ...j ee.Qe bsr......5. .........19 / 79 V , Date of Inspection ../.l.3U/... 19 Date Completed ................ .`�...+��.7....19 fn PERMIT REFUSED T .... . ... .l.... ................................ 19 ............. . . tn • i r .. •'� mot. .- ."' .............................................. = =; Cke A r2e §.... ................. 19 /.....� _........ ........ t 1 .. ey le Assessors map and lot number':c ?.....%.... +" ""' THE Sewage Permit number ......... d�' ♦� EABXSTADLE, i House number ....' ..Z/-0 ................................................... 90oe,MAM �� �F0 MR(free TOWN OF BARNSTABLE t BUILDING ' INSPECTOR APPLICATIONFOR PERMIT TO ...................... .........................................................................:............................ TYPEOF CONSTRUCTION ...... .............................•.1 ....................................................................................... r ..........'1 ! ..: ...................19..�. . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the_following information: Location .... G„ �T... � ...S G'......(.. �24-::�W....:��.cJNr;t... .... /e'r"...........�� �irs...?� ?..... .. PYoposedUse ....... a..'....... .............................................................. . .......................................... Zoning District ....... .� .Fire District .....�r``r ' .............................................................. ................................................................... ' Name of Owner ........................................................f ""-"Address ...................... ......L' t ,3 �...��:i�`............................................( j� -Name of Builder /r .......................................Address = ............................. .................................................................................... .Name of Architect .. Ji�f ........................................Address <:.� > . . ............................................................... ............................. Number of Rooms ............:.................Foundation ...1 .,�. ....tr'...................................................... .............../.................... .......... Exterior .'.........` ............ .`.............. .............Roofing f...... ...................... f r........ .............. �r✓ Floors .. .... Interior ........... ":. � ' .................................................... ............................................ y � . Heating �.'/T f�tLs _ ................Plumbing....................................................... .. :.(.................................................................... Fireplace .... Cost .................:.................................................. G Definitive Plan Approved by Planning Board ________________________________19________. Area ::;- !5. :}�l. r'............... 1 Diagram of Lot and Building with Dimensions Feet L°`�' SUBJECT TO APPROVAL OF BOARD OF HEALTH - z I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name '` ': . .....!..... .................. r' Teutonico, Louis A",' S:V-Yen21� L 159 sewage 79� 698 No?21868...... Permit for --Zwe.U;Lng•......... ......... 14, i................................"r.................................. 4&v - Location ..I.Q.t..#3.0..Grean..Duaez ................... ............"3tamis.e� t4.................................. Owner ..L914is..AA...&..HeIen..D��,.j utonica Type of Construction ....game.......) ..................... ....................................................../.................. .......Plot ............................ Lot ......................... Permit Granted .....Di6mb-�-,r--5.............19 79 1 Date of Inspection A...............................19 Date Completed ........................................19 PERMIT REFUSED/ .... . ........... ... ...... ... .... 19 ... ............ ........ ........... .... ...... I... . .......... ................. ............ . . .................................. ....... ............. ......I..... .... T..... ........ ... .. ....... .. ....... .. .. ................... Approved .. . ......... 19 ...............:............................................................... ......................I........................................................ i DvNZS I /30, D p 5, D O p0 E -34 Al 0 � � 32' r N �23 27. 8 a 27 8 23 a � o p o ti a � 30.o � z2' B4.0 3 G07T Z 9 2-07` iZ L O T 30 .cU � Y N71 �20 40 W /26. a9 _ LOT 2B ( LOT /3 CERTIFIED PLOT PLAN FOR : � OU�S �. ' ��ELEN a. T��1TOM/ co LOT : 3o TOWN OF 131-�9R lvs T�i &z E�7 SCALE DATE 27 CERTIFY THAT WHAT IS SHOWN ON THIS PLAN °'� lam IS AS IT EXISTS ON THE GROUNO AND CONFORMS y T0- THE TOWN REGULATIONS - DOYLE - MODU ASSCOATES FALMOUTH , SS. 7- Z49- _7 P" L AN. CfpmR"'IF1 t, D. 10 LOT It • r OR.• '� Dl�/,.5' T�`EC17 �N� C COT • ,30 751 OF . •CE87ILFY TIA:T• V#11- IS,, - S. tOl�t 0N'� �T�t#IS. PLAN ; Ion I5 IT EXISTS ON TIE GROUND- AIO� EdNl:QRn � { � , ^ .IT0 -THE"TO W REGULAT10MS : 9a7fJ' } .� K 27 TOWN OF-BARNSTABLE permit No + f• S i a•v)r.n t ' Bu>idtng ]I18pfttor • OCCUPANCY . PERMIT Bond � _ ;•; _ � x 3 No building nor structure shalf-be ,erected, and,fib land,:bu_ilding or structure shall be used for a:new, different, ch&ziged; or enlarged use 'without .a Building, Permit" therefor—i-- first having been obtained from the;Biiilding`Inspector:-No building.shall be`occupied until a, :certificate of.occupancy has been issued by'thie .Building Inspector." !. t Issued to-.-Louts ,& ,'Helen TeutOnico Address L64". 30: #4 0 0 . Green Dtines ,W: Eyann sport Wiring Inspector �j� C r Inspection,date Plumbing Insp ctoor. Y4-r �NIL Inspection date .. . , Gasjnspector _ �� - Inspection'date J✓Engineering Department: Gl�lJG�). r. S_Inspection date =� �•� E:6 THIS'aPERMIT WILL NOT BE"VALID, AND,.THE BUILDING SHALL NOT BE OCCUPIED. UNTIL, SIGNED BY THE BUILDING•INSPECTOR UPON SATISFACTORY COMPLIANCE WITH''TOWN REQUIREMENTS. �l ............_. ,.. , __. .. _ - f el uilding Inspector. "IJIG ; Department of Health Safety and Environmental Services 63� �� Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner TOWN OF BARNSTABLE Permit. .1227z SOLID FUEL STOVE PERMIT Date: 1119 / Fee: t�5-00 Owner: mAx/NE:, -alRp Phone: 7 79 - a.S 7 7 Address:'//oo 457&aEitI -ptl/Irrs --2jR. Village:_ GiU tiyA�/'iVts�o�eT Map/Parcel: /57 ate. �i Stove A.(Pe :/Used B. dian)/Circulating C. Manufacturer:_511 p,5Ri or Lab. No. D. Model No.: Chimney A &ew/Existing (If existing,please note date of last cleaningB. Size C. Are other appliances attached to Flue? it/o D. Pre-fab Type and Manufacturer SdPE�Pi o 2 E. Masonry: Lined/Unlined Hearth A. Materials: c�Nl ,vT �3cvse D B. Sub Floor Construction: u/&0D Installer Name: S7-6 TP V6 .G4 c---' -I/— Address: ,Z C. AlAko.tb Phone: �/3;2� — S9 7 7 • f IAPk?pry�o��-' Location of Installation; rWco 0--lPggly'Pave-s APPROVED BY: Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector x Stove.doc Z��. r Department of Health Safety and Environmental Services 639. Building Division Z� 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner TOWN OF BARNSTABLE Permit: -12,272 SOLID FUEL STOVE PERMIT Date: Owner: /l94X/NL 7a/gjp Phone: 7 79- a S 7 7 Fee: Address: boo 6vegEitI zl)lyEs -Z)R. Village: W. f ymfNis poRT Map/Parcel: a 46 -/5'91 Date: Stove A e /Used B. ype: dian /Circulating C. Manufacturer: 5U pit o Lab. No. D. Model No.: Chimney A<pNew/Existing (Ifexisting,please note date of last cleaningB. Size C. Are other appliances attached to Flue? We D. Pre-fab Type and Manufacturer Sep6-=7g,,o le E. Masonry: Lined/Unlined Hearth A. Materials: B. Sub Floor Construction: Installer Name: '57Z V6 71/--4 cE ,T Address: .Z G AAko,tz Phone: !Y3A - S9 77trH?�ole7- Location of Installation: !�Ibo (5,pr=E/y'PoNEs APPROVED BY: Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographe44 and approved by the Building Inspector Stove.doc - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map qb Parcel AN STALLED IN COI ' LIAi�CL.ermit# Health Division �7y- r`j j WITH TITLE 5 Date Issued l - V ENVIRONMENTAL CODE AND Conservation Division W0v TO�';"tt SEC z� T,_v , Fee af� Tax Collector �. �Lf Ila 4�;- L_ Treasurer r r -� Planning Dept. ` Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address YO0 (:5-,@ EEA1 -DLN5S Village Owner MORX IAA" 73/Tf• D Address Y-oo SR6,642 7JCIAVr,s 7�/y'zc_- Telephone 7 78-a 5' 7 7 Permit Request x/ST/A(6-�ay e-,y, W/M13okls aN 7bef0, Ably GAs- /a/ o/_0 eAo5zt x'TATf/ Square feet: 1st floor: exist'yn proposed o 5 2nd floor:existing a proposed Total new 6 3o Va 4 Estimated Project Cost a o a o - Zoning District Flood Plain Groundwater Overlay Construction Type Wo©n SAME Lot Size • 78 ACrc,E Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family 11' Two Family ❑ Multi-Family(#units) Age of Existing Structure /2 79 Historic House: ❑Yes W No On Old King's Highway: ❑Yes VNo Basement Type: .VFull S Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) o Basement Unfinished Area(sq.ft) /;z,/S Number of Baths: Full: existing Z new o Half:existing / new o Number of Bedrooms: existing_ new o Total Room Count(not including baths):existing 7 new / First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil .Electric ❑Other Central Air: 21ees ❑No . Fireplaces: Existing _Z New j- Existing wood/coal stove: Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:lirexisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Oft If yes, site plan review# Current Use Proposed Use 54ME-. BUILDER INFORMATION Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTIO DEBRIS RE8 NG FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �� is FOR OFFICIAL USE ONLY PERMIT NO. -' { c DATE ISSUED4 Al MAP/PARCEL NO. :1 ADDRESS r VILLAGE r..eysc;5. j J OWNER .. r,. DATE OF.INSPECTION FOUNDATION' ' FRAME INSULATION 4 FIREPLACE ELECTRICAL:. ROUGH FINAL - ' c S PLUMBING: ROUGH FINAL ' GAS: ROUGH - FINAL k FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r /Za4 �qp _ I FRAMING SECTION ALL DIMENSION LUMBER SNALL BE KD SPF Na 2 OR BETTER• x 6 COLLAR TIE @ 45" O G. 2 x/0 RAFTER (rot p`C r 2 x/OCEILIN6 TOIST ® M OQC. SHINGLE W/IS 1.8. FELT ry PINE FACT. R'30 KRAfT FACED F • �X� 1,�I dJ� UN FACED FG ���7iT/elf S -► SOFFIT VENT WA-MIL POLY VAPo RRIE (1 at 1 2No FL PINE SOFFIT '-� 47-7 S AAle10( t�vt r ' a x�{�� y�( 2x FLOOR 1oIsT " (isr 2Nn FL . SI 1 SILL S I,• OR BOLT " O.G. ° NCRETE �'° FOUNDATION W/1LL TOWN OF BARNSTABLE -13UTLDING PERMIT PARCEL ID 246 159 ADDRESS 400 GREEN DUNES DRIVEEOBA 15088 W HYANNISPORT - PHONE LOT 30 ZIP _ DBA BLOCK LOT SIZE DEVELOPMENT DISTRICT CO PERMIT 42324 DESCRIPTION REPLACE WINDOWS,_. ON PORCH PERMIT. TYPE BREMOD TITLE , INSULATE,GAS STOVE RESIDENTIAL A ,T/CONV_,a CONTRACTORS: PROPERTY OWNERa//�/� C�a�e ,,.1� ` .W., PJ1A(16dJS .ARCHITECTS: �O` jaaxi Department of Health, Safety TOTAL FEES: and Environmental Services BOND $37-20 CONSTRUCTION COSTS $.00 �us $12,000.00 434 RESID ADD/ALT/CONV 1 PRIVATE P E BARNSTABLE, s' s61A. A, BUILDI SIO DATE ISSUED 11/09/1999 EXPIRATION DATE BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY UH !'thrViAm=14, �.. CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC. MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. FRAM I N G SECTION ALL DIMENSION LUmsER SHALL _ BE KO SPF Na 2 OR BUMP, x COLLAR TIE 2 x RAFTER @ cxa 2 x CEILING FOIST a " O.C. SHINGLE W/Is LB. FELT t t i I �Ix PINE FAC P R-30 KRUT FACED FG SAWS R- MAUI) FG BATTS SOFFIT VENT W/G-MIL POLY VAPOR BARRIER (1 at 1 2No FLOOR) PINE SOFFIT 1 � 1 ' I �.i v 1 1 I 1 1 1 k 2x FLOOR 10IST @ "O.C. (isr t 2Nc FLOOR) 4 r 1 1 I � • vlil • SILL SEAL '' 0 ANc11pR BOLT @ 6=0. O.G. CONCRETE �' ° FOUNDATION WALL 3 :P , 4It Vvo,l � - The Commonwealth of Massachusetts +....... ... Department of Industrial Accidents ,� •-=� - , _- Ot//ce of/osestigatioos 600 Washington Sheet Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit rime: .4A XIA45 -a/ P location 02 --7 city C /�// � O/e 7 hone# � S am a ho owner performing all work myself. ❑ 'I am a sole proprietor and have no one working in any capacity I am an em Toyer providing workers' compensation for my employees working,on this job. :: __ :::: ;:{;;;::> ::::>»:«:;<. ..... :::>:><:: «<.; :.;:;:;::;;>:;:;<:>;»>:;::>:::;•>:?:;:::»:<:: :.;::.;; CItV•.:. :. p _..... ....:.:.:::.::: O11N#_:. insurance co: :. ,.:.. • ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the followingworkers'compensation polices: ::.:::::::.::.::::.:.............................................. .....................................................,,.:.:::::.:::::.. x. .:'......;.;:.:::::.:.' ante: :;::::?>?>::>:>:::::»:<:.>;>;:<: ;.;;.: .>;;::;>:>::::;:: ,:: tom anv n ...............:::::::::.:::..........................................:::,.:.::.:::::.:.::...............::::.:::.::..:.................................:..:::.:. sddre�s. ..: :........ ......... -....:v................ ........�:.�::::::•ti:•:...... .............. ..........................................n.......:..:... :'ijSi:iYrii$ii>:L:•.:•+ij;:M::i:}:ipi}}}ii�i? �J{V ;:.,y.;.,::%<%;:::<:.`i:%:in::`:i?};i:;i:;iiiiii}:.iiiii$i::v.v.}•.}w:::::.:.y:::?y:•::::•::v:. • ' :. :::.:?::�:i;{?:•ii;:{rr:.:n:.•...'......:.:i?•ii:?•i:•i:::.::�:.,mi':{•i:•:?4i'•: ')tine b ..............................:::•::::::.:.............................................. •`' c::`.a: 3:'"':4:`::: >:'i'is xe .....:::::::::::................. ........ ...................................... rev....... ............. ........................................ :.. ..:::.•.:.. v.:. ......................................... n......................................,.......................::v:....r...............::::.�::.: .................................................... ........ ...............................:.......::rv:::::::::::::.... ............ ........ ............:........... .......n......r..................n................................... ....................... •v•{.:..•:.nvKv.A�Y 41tiK' : inSRTalICe'CO; . : ;:;:::::;:::?;i::;;:;{•:;:?;i:;>::•.::•:�o-:'.:;:;::::.::..;'.;:.;::..:..:.::.:;:�:. .::..:.::::;:.r.::.::::.:;•..;::.::.:.;;.:;::.:;•. .. .............::.. NO :::..::....:::.::.::...:.::.::.:::::.:..... ;::: »» one#: > ::..: oli inarance Faflnre to secure Coverage as required wider Section 25A of MGL 152 can lead to the impoaitlon of criminal penalties of a fine up to$1,500.00 and/or one years'impriso ent as wen as civn p ties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this may be forwarded the Oisce of Investigations of the DIA for coverage Verincation. I do hereby c raider th�paurs and en of perjttry that fhe infornsation provided above is true and toff ct Signature Date Print name, 7>/RD Phone# oZ 7 7 ` official use only do not write in this area to be completed by city or town official city or town: permitilicense 0 ❑Building Department ❑Licensing Board ❑checkif immediate response is required ❑Selectmen's Once ❑Health Department contact person: phone#; ❑ u.�� Oevwed 9195 P1A) r � _ TheToWn Me i Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Cressen Fax: 508-790-6230 Building-Commissioner 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: REM or)E,4" Estimated Cost Address of Work: 9Oo 6ZR6,5 4r L)4A IS Owner's Name: IVAXIA/ —a/R;> Date of Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law C]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 of the owner. Date Contractor Name Registration No. OR D Owner's Mane q:fomu:Affidav • srg3 6 7 Main Strea,Hyaurlis i e Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissic HOtitEOWNER LICENSE EXEMPTION Please Print JOB LOCATION: R: K! mtmber ,/� ell e::t 2vIki "HOMEOWNER. �:�/�Xl/t/� �lt�� 2 2 �S—�_� came home phone 0 work phone s CURRENT MAMJNG ADDRESS: city rote tip code 'Ihe current exemption for was extended to include nvvtt�led dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license, that the owner acts as ern or. DF.FINII OFHOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there u.or is intended to be,a one or two-family dwelling,attached or detached structures accessory to Mich use aadlor farm saucmmL A person who constrness more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Offrcial an a form acceptable to the Building Official,that he/she Shall be=anst'ble for all such work rufarmed under the building,rermit. (Section 109.1.1) The imdamped"homeowner'assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,roles and regulations. The un 'fined"homeowner"citifies that he/she undmstands the Town of Barnstable Building De ant minim iaspe—on procedures and requiremenu and that he/she will comply with said proc and eats. Signanue a f Appwvai of Budding Official Note: Thrce_fami7y dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction COn=L HOMEOWNER'S EXMtMON The Code states that; "Any homeowna performing work for which a building permit is required shall be exempt fmm the provision:ofthls session(Section 109.1.1-Lleeasing of conm'=wn Supervisors):provided that ifthe homeowner engages a person(s)for hire to do such work,that such Homeowner shah an as supervisor." � ons p ery ibiiities of a su isor(see Many homeowners who use this exemption am unaware that they are assuming resp Appendix Q.Rule&Regulations for LIcensing Consahution Supervisem Section 2.15) This lack of awareness often results in serious problemm particularly when the homeowner hires unlicensed persons. In this crate.ow Board cannot proceed against the unlicensed person as itwouid with a licensed Supervisor. The homeowner=dug as supervisor is uldmateiy responsible. To eeum that the homeowner is fully aware of hislhcr respotuibilities.many communities mquim 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 cars to amend and adopt such a formlcertifscation for use in your community Q:FORAIS.EKWPTN - �� 3I eacP Vfub mom . BOISE CASCADE -BC CALCTu 99 DESIGN REPORT Thursday,December 30,199907:21.. DOUBLE - 1 3/4" X 11 7/8" V-L SP 2900 �: Untitled Job Name - Customer - Address - ) Specifier loZ Designer Users City,State,Zip - Company: - Botello Lumber Co. Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc. - Member Diagram standard Load (PSF) - 30 10 Tributary 07- 0-00 3500# LL 3500if LL 1998� DL 1998# IDL Total Horizontal Length - 12-06-00 I General Data Load Summary- F Base Unit FeetAnches ID Description Load Type Ref. Start End Live Dead Trib. Our. S Standard UnfArea Load Left 00-00-00 12-06-00 30 10 07-00-00 100 Member Type: - Floor Beam . 1 Unf.Lin.Load Left 00-00-00 ,12-0"0 350 238 n/a 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 17181 ft-lbs 75.1% @ 115% 3 1-Internal Slope(in/ft) - 0.00 End Shear 4628 Its 50.1% @ 115% 3 1-Right Tributary(ft) - 07-00-00 Total Defl. U 303(0.495in) 79.2% 3 1, Repetitive - We Live Dell. U 476(0.315in). 75.6% .3 1 Construction Type - n/a Live Load(psf) - 30 Dead Load(psf) - 10 NOTES: Partition Load(psf) - 0 Design meets Code minimum(L/240)Total load deflection criteria. Duration(%) - 100 Design meets Code minimum(L/360)Live load deflection criteria. Minimum End bearing length is 1.85 in. Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability fora particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BCI®and Versa-Lamy are registered trademarks of Boise Cascade Corp. y ' w - DOUBLE - 1 314" X 71/4" V-L SP 2900 Name: Untitled . Job Name - Customer - Address - Specifier - -f' U Designer Users City,State,Zip - Company: - Botello Lumber Co. Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - Member Diagram Standard Load (a5F) - 30/10 Tributary 08-00-00 1160# LL 1160# LL 421# DL 421# DL Total Horizontal Length - 09-08-00 General Data Load Summary Base Unit Feettinches ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 09-08-00 30 10 08-00-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 3821 ft-lbs 48.8% @ 100% 2 1 -Internal End Shear 1384 Ibs 28.2% @ 100% 2 1-Left Slope(in/ft) - 0.00 Total Defl. U 401 (0.289in) 59.8% 2 1 Tributary(ft) - 08-00-00 Live Defl. U 547(0.212in) 65.8% . 2 1 Repetitive - n/a Construction Type - n1a Live Load(psf) - 30 NOTES: Dead Load(psf) - 10 Design meets Code minimum(L/240)Total load deflection criteria. Partition Load(psf) - 0 Design meets Code minimum(1.1360)Live load deflection criteria. Duration(%) - 100 Minimum End bearing length is 1.5 in. t Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular - - application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BCW and Versa-Lam are registered trademarks of Boise Cascade Corp. boo k-��s l ���Ga.�¢� � � � ' a ♦,x g y Iyticho�a� s `"V �� ' � �/ ,'�' ��+� �x���� g °' � �j1 qo can "7 qoo Cep , �n i + plans i i si 13'14" (E) LBW rar j (E) LBW SIDE VIEW OF MP3A Ives D SIDE VIEW OF MP3B IVTs: _ E MP3A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED MP3B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 48" 19" r LANDSCAPE 64" 24" STAGGERED RAFTER 2x8 @ 16' OC STORIES: 1 , PORTRAIT 48" 191. ROOF AZI 278 PITCH 35 ARRAY AZI 278 PITCH 35 ROOF AZI 278 PITCH 35 RAFTER 2x8 @,16"OC ARRAY AZI 278 PITCH 35 STORIES: 1 C.J. 2x8 @16"OC Comp Shingle C.J. 2x8 @16"OC Comp Shingle If - PV MODULE. ' 5/16" BOLT WITH LOCK INSTALLATION ORDER I s & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP. LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP. ARRAY.SKIR.T '(6) HOLE. S1 i �4) (2) SEAL PILOT HOLE WITH - ( ZEP COMP MOUNT C POLYURETHANE SEALANT. a ' IQ ZEP FLASHING C (3) - (3) INSERT FLASHING. t: (E) COMP. SHINGLE (E) LBW (E) ROOF DECKING U (2) U 5/16" DIA STAINLESS (5) - G(5F INSTSEALINGGWAOSHER.WITH SIDE VIEW OF MP4 NTs r STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES F INSTALL LEVELING FOOT WITH MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN)' . LANDSCAPE 64" 24" STAGGERED - `�� ., PORTRAIT 48" 19" (E) RAFTER 4 STANDOFF RAFTER 2x8 @ 16"OC ROOF AZI 98 PITCH 35 STORIES:.1 ARRAY AZI 98 . PITCH 35 n C.J. 2x8 @16"OC _ I Comp Shingle . I' Scale: 1 1/2 — 1 CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: ' JB-0261289 00 i ��� CONTAINED SHALL NOT BE USED FOR THE NORRIS DIXLE f NORRIS RESIDENCE Ryan Duncan �,SO�afC�t�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ' ., NOR MALL IT BE DISCLOSED IN WHOLE.OR IN Comp Mount Type C '400. GREEN-DUNES DR E 16.64, KW PV ARRAY PART IZ OTHERS OUTSIDE THE RECIPIENTS MODULES: WEST HYANPORT MA 02672 ORGANIZATION, EXCEPT IN CONNECTION WITH r 24 St. Martin Drlve, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (64) Hanwha Q—Cells # Q.PRO G4/SC 260 SHEEP REV DATE Marlborough,Drive. MA 01752- SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ;la PAGE NAME PERMISSION OF SOLARCITY INC. M��' T: (650)638-1028 F: (650)638-1029 SOLAREDGE SEy60OA-US002SNR2 (508) 534=9307 STRUCTURAL VIEWS PV 5 a 10/5/2015 (eBs�soL-aTY(765-2489) www.adaraiiy.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:MpU Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE sE7sooA-USoo2SN LLApBgEELL. p -(64)Hanwha Q-Cells Q.PRO G4/SC 260 GEN #168572 _ RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:30522474 Inv 2: DC Ungrounded Inverter, 7�W, 240V, 97.57; $nited�Isco and ZB, RGM, AFCI PV Module; 260W, 236.7W PTC, 40mm, Blk Frame, H4, ZEP, 1000V ELEC 1136 MR Underground Service Entrance Tie-In: Supply Side Connection INV 2 -(I)SOLAREDGE 0 SE7600A-USOO2SNR2 LABEL g Inverter, 7 W, 24OV, 97 w ni eft and ZB, RGM, AFCI Voc: 37.77 Vpmox: 30.46 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �N 200A MAIN SERVICE PANEL SolarCity N; 20OA/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER-HAMMER BRYANT Inverter 1 Disconnect CUTLER-HAMMER (N) 125A Load Center G �A 1 20OA/2P 1 Disconnect 11 9 SOLAREDGE DC+ - B BOA D SE760OA-US002SNR2 Dc- MP 5: 1x15 C 40A/2P ------------ - ------- - EGC-------=------- ----� A Ll 240v F------- Dc+N DG 5 2 _ 1 (E) LOADS GND + �� - ---- GND - -, �--------------- - GEC ---lN DG - c MP 4: 1x17 1 I � ` GND __ EGC--- --------- ------------ G 1 N II 1)Conduit Kit; 3/4°EMT Inverter 2 1I EGC/GEC_, I 8 3 - - El I 1 I l0 SOLAREDGEDc+ IL I 1 1 i SE760OA-US002SNR2 DC- MP 2&3: 1x16 q 1 1 40A/2P ---- -_ -- - EGc ///--------�„' GEC 1 1 Li Fj 2a0V r--------- -------.--------- - --r--♦ i - L2 DC+ TO 120/240V 1 1 1 N DG- I 7 4 I SINGLE PHASE 1 I L_ EGC/ Dc+ UTILITY SERVICE 1 1 -- -- - GEC -_-T N DC- c MP 3: 1x16 I I 1 GND -- EC-'C--- --------- ----=------- - -t----- -- G -- ---=------- --t 1 1 1 i (1)Conduit Kit; 3/4° EMT PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN VOc* = MAX VOC AT MIN TEMP POI (2)Ground Rod; 5/8° x 8'. Copper v (1)CUTLER-HAMMER #DG223NRB A (1)SolarCityy##4 STRING JUNCTION BOX -(2)ILSC0 #IPC 4/0-2/0. Disconnect; 10OX 24OVac, Fusible, NEMA 3R AC 2x2 STRMGS, UNFUSED, GROUNDED DC Insulation Piercing Connector; Main 4/0-2. Tap 2/0-6 -(1)CUTLER- AMMER y DG100N8 Ground�Neutral Kit; 60-100A General Duty(DG) PV (64)SOLAREDGE ,�Soo-2NA4AZS (1)BRYANT#BR48L125RP -(1)CUTLER-HAMMER #DS16FK _ PowerBox Optimizer, 30OW, H4, DC to DC, ZEP D Load Center, 125A, 120/24OV, NEMA 3R Class R Fuse Kit - -(2)CUILER-HAMMER#BR240 -(2)FERRAZ SHAWMUT#1RBOR PV BACKFEED OCP ��d -(1)AWG#6, Solid Bare Copper Breaker, 40A 2P, 2 Spaces Fuse; BOA. 25OV, Class RK5 (1)Ground Rod; 5/8° x 8', Copper S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE (I)CUTLER-HAMMER IIIDG323URB (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Disconnect; 100A, 24OVac, Non-Fusible, NEMA 3R - 1 CUTLER- AMMER �DG10ONB ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF E ELECTRODE ( ) Q Ground_leutral IOt; 60-100A General Duty(DG) ( ) (1)AWG #4, THWN-2, Black 1 AWG #8, THWN-2, Black (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 14, THWN-2, Red O Lr`L (1)AWG#8, THWN-2, Red O (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=13.2 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=11 ADC (1)AWG 14, THWN-2, White NEUTRAL Vmp =240 VAC Imp=64 AAC (1)AWG#10, 1HWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (1 AWG#10, THWN-2,.preen. , EGC, , , ,,, , , , , , , , , , , , , , , -(1 AWG #8,.TFIWN-2,_Green . . EGC/GEC-(1)CQ)JDUIT KIT . . . . . . . . . .-,(1)AWG#8-.Tlt N-2,,Green . . EGC/GEC 0)Conduit.Kit;.3/4'.EMT. . . . . , , , . . (1 j AWG#10, THWN-Y, Black Voc* =500 VDC Isc =15 ADC (2}AWG#10, PV W1re, 60OV, Black Voc* =500 VDC Isc =15 ADC 1 AWG THWN-2 Black 1 x 1D EMT ConduR (1)AWG THWN-2, Black PF 1 AWG 10, THWN-2, Red Vmp =350 VDC Im 11 ADC (1)AWG Solid Bare Copper EGC Vm =350 VDC Im 13.2 ADC ©LPL(1)AWG #4, 1HWN-2, Red ®�(1)AWG#8, THWN-2, Red 1 AWG 10, THWN-2, Green _ EGC. . . . . . . . L �L - . . . . . . . .. . . . . . . . . . . ( ) #4 ( ) #1 P = P= ( ) # (2)AWG 0, PV Wire,600V, Black Voc =500 VDC Isc =15 AC)C 1 AWG THWN-2, White NEUTRAL Vmp =240 VAC Imp=64 AAC 1 AWG 0, THWN-2, White NEUTRAL Vm 240 VAC Im 32 AAC � � � 1)AWG 10, THWN-2, Black -Voc* 500 VDC Isc -15 ADC 7.(j)AWG #6,_Solid:Bare.Copper, GEC, , _ (1)COf1DUIT KIT .-(1)AWG A.THWN-2,.Green . EGC/GEC-(1)Conduit.Kit;.3/4'.EMT. _ . . . . . . . . 'O (1)AWG#10, THWN-2, Red Vmp 350 VDC Imp=11 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.73 ADC T x'1V EMT Corid'uit. . . . . . . . . . 0 AWG#10,JHWN72:.Green EGC. . . . . . . . . LJ (1)AtMG 110, THWN-2, Black Voc* =500 VDC Isc -15 ADC (2)AWG#10, PV Wire . . . . B. . . Voc* =500 VDC Isc =15 ADC ® (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=11.73 ADC ® (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC -Imp=11 ADC PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER J B-0 2 612 8 9 0 0 CONTAINED SHALL NOT BE USED FOR THE NORRIS, DIXIE' NORRIS RESIDENCE . Ryan Duncan ..ft,. �arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: wouz a NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 400 GREEN-DUNES DR 16.64, KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: WEST HYANPORT MA 02672 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (64) Hanwha Q-Cells # Q.PRO G4/SC 260 ` SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV DATE: Marlborough,MA 0175250) PERMISSION OF SOLARCITY INC. NVERTER' 508 534-9307 PV 6 a 10 5 2015 88a SCL-CIT3Y8 765- F: (650)638-102s SOLAREDGE SE7600A-US002SNR2 E ) THREE LINE DIAGRAM / / ( )- (765-2489) www.solarcityaam h 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 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 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 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 ' s . ■ PV4 STRUCTURAL VIEWS PV5 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV6 THREE LINE DIAGRAM GEN 168572 1. ALL WORK TO BE DONE TO :THE 8TH EDITION ■ Cutsheets Attached # OF THE MA STATE BUILDING CODE. ELEC 1136 MR 2; ALL ELECTRICAL WORK SHALL.COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING + MASSACHUSETTS AMENDMENTS. I _ MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV, BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Cambridge Electric Light) ., ► CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 61289 00 . OWNER: DESCRIPTION: DESGN: \\ CONTAINED SHALL NOT BE USED FOR THE NORRIS, 'DIXIE F:' NORRIS RESIDENCE Ryan DuncantBENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:" �� SolarCi NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 400 GREEN—DUNES DR 16.64 KW PV ARRAY �r y PART TO OTHERS OUTSIDE THE RECIPIENTS Maou�s WEST HYANNISPORT, MA 02672 T * _ ORGANIZATION, EXCEPT IN CONNECTION WITH I MK OWNER: Martin D' Unit 11 THE SALE AND USE OF THE RESPECTIVE (64). Hanwha Q-Cells'# Q.PRO G4/SC'260 �• * PAGE NAME SHEET: REV. DATE 24 St Marlborough,MAd01752.U SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: ' T: (650)638-1028 fe(650)638-1029 PERMISSION OF SOLARgTY INC. SOLAREDGE SE760OA-US002SNR2 (508) 534-9307 COVER SHEET PV, . 1 7/8/2015. (888)—SOL—CITY(765-2489)•, www.solwcity.com w - 400 Green—Dunes Dr t. (E)DRIVEWAY PROPERTY" PLAN N Scale:l" = 20'-0' E W 0 20' 40' 5 J B-0 2 612 8 9 0 0 PREMIX°LAMER` DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: �\`!s CONTAINED SHALL NOT BE USED FOR THE NORRIS, DIXIE NORRIS RESIDENCE Ryan Duncan ��;SoICarC��ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount. Type C 400 GREEN-DUNES DR 16.64 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES WEST HYAI�NISPORT, .MA .02672 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2,-Unit 11 THE SALE AND USE OF THE RESPECTIVE (64) Hanwha Q—Cells # Q.PRO G4/SC 26O SHEET: REV DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER' SO�AREDGE SE�60OA-US0O2SIVR2 (508) 534=9507 PROPERTY PLAN PV 2 7/8�2015 (888)-SOL—CITY(765-2489) wwwsolarcky.com STAMPED & SIGNED PITCH: 10 ARRAY PITCH:10 .. FOR STRUCTURAL .ONLY . MPi AZIMUTH: Co ARRAY AZIMUTH: 188 400 Green-Dunes Dr MATERIAL: Comp Shingle. STORY: 1 Story PITCH: 35 ARRAY PITCH:35 MP2 AZIMUTH: 188 ARRAY AZIMUTH: 188 f MATERIAL: Comp Shingle STORY: 1 Story (E)DRIVEWAY PITCH: 35 ARRAY PITCH:35 JASON WIL IAM MP3 AZIMUTH:278 ARRAY AZIMUTH:278 T'OMAN MATERIAL:Comp Shingle STORY: i Story r • STRUCTURAL C'n PITCH: 35 ARRAY PITCH:35 No;51554 MP4 AZIMUTH:98 ARRAY AZIMUTH:98 MATERIAL: Comp Shingle STORY: i Story. PITCH: 35 ARRAY PITCH:35 Digi on Toman MP5 -AZIMUTH:278 ARRAY AZIMUTH:278 Front Of House ' Date:201 15:31:24-07'00' MATERIAL: Comp Shingle. STORY: i Story D 9n G � F w D LEGEND STRU - - CHA O (E) UTILITY METER & WARNING LABEL G a) i '- I AC , - , -` - -. INVERTER W INTEGRATED DC DISCO a. i � :IG���,Inv;,',Inv,' (LC1 m� WARNING LABELS G ME & A 3 4� LAB,�„ © DC DISCONNECT & WARNING LABELS w Z �. _ B © AC DISCONNECT &WARNING LABELS Ln DC JUNCTION/COMBINER BOX & LABELS ; O s .MP2A MP B - O DISTRIBUTION PANEL & LABELS Lc LOAD CENTER WARNING. AD CE & LABELS B TRU TU E C HAN E O ' DEDICATED PV SYSTEM METER Q. STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR -- ON INTERIOR.CONDUIT RUN NTERI R. GATE/FENCE _ 0 HEAT PRODUCING VENTS ARE RED . INTERIOR EQUIPMENT IS DASHED SITE•PLAN N . q Scale: 3/32" = 1` E . W . 01, 10' 21' 1 PREMISE OWNER: DESCRIPTION: - DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN F J B—O 2 6 1 289 00 \\� CONTAINED SHALL NOT BE USED FOR THE NORRIS, DIXIE NORRIS RESIDENCE Ryan Duncan ��`�!, BENEFIT OF ANYONE EXCEPT SOLARCITY INC., EM: �I.r SolarCity.NOR SHALL IT BE DISCLOSED IN WHOLE OR INunt Type C 400 GREEN—DUNES DR 16.64 KW PV ARRAY 1% . PART TO OTHERS OUTSIDE THE RECIPIENTS WEST. HYANNISPORT, MA 02672 ,. ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF,THE RESPECTIVE wha Q-Cells # Q.PRO.G4/SC 260. Ma�inwoosn,MA o1i5z SOLARCIIY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET . , REV: DATE T. (650)638-1028 F: (6$0)636-1029 PERMISSIONINC. _of soLARa>Y GE SE760OA-US002SNR2 (508) 534-9307 SITE PLAN PV 3 7 8 2015/ / (BBB) SOL—aTY(765-2489) www.sdercRy.com t S1 STAMPED & SIGNED FOR STRUCTURAL ONLY ' � A Q� JASON WIL,I'AM TOMAN ® STRUCTURAL en (E) LBW No.51554 SIDE VIEW OF MP2A NTs ,� G0sT ��c B Digi Sl on Toman MP2A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES Date:2O1 15:31:16-OTOO' LANDSCAPE 64" 24" STAGGERED , PORTRAIT 48" 19" ROOF AZI 188 PITCH 35 RAFTER 2x8 @ 16'OC ARRAY AZI 188 PITCH 35 STORIES: 1 C.I. 2x8 @16"OC Comp Shingle , PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) S1 HOLE. x (2) _ (4) SEAL.PILOT HOLE WITH POLYURETHANE SEALANT. ZEP .COMP MOUNT C. — . - �� - . . - . . • — ZEP FLASHING C (3) (3) INSERT FLASHING. ' (E) COMP. SHINGLE. N H GLE. (4) PLACE MOUNT (E) ROOF DECKING (2) u . LA BOLT WITH (E) LBW 5/16" DIA STAINLESS (5) G(5)FIRS�TALLSEALINGGWASHER. TH STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES SIDE VIEW OF MP5 NTsINSTALL LEVELING Foor G WITH SEALING WASHER G(6) .IN STA WITH BOLT & WASHERS. (2-1/2" EMBED, MIN) MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (E) RAFTER LANDSCAPE 64" STANDOFF 24'. STAGGERED. PORTRAIT 48" 191. �.J 1 RAFTER 2x8 8 16°OC ROOF AZI 278 PITCH 35 STORIES: 1 C 1 Scale: 1 1/12" = 1' ARRAY AZI 278 PITCH 35 C.I. 2x8 @16"OC Comp Shingle CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 612 8 9 00 PREMISE OWNER: DESCRIPTION: DESIGN: . NORRIS, DIXIE NORRIS RESIDENCE y �ai,SO�a�C�ty. CONTAINED SHALL NOT BE USED FOR THE Ran Duncan 1® BENEFIT OF.ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��.� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 400 GREEN—DUNES DR 16.64. KW PV ARRAY - PART TO OTHERS OUTSIDE THE REGPIENrs MODULES WEST HYANNISPORT, MA 02672. ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive,Building 2 Unit 11 THE SALE AND USE OF,THE RESPECTIVE (64) Hanwho Q—Cells # Q.PRO G4/SC 260. SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE - Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER T:.(650)638-1028 R (650)638-1029 SOLAREDGE sE�600A—usoo2sNR2 (508) 534-9307 STRUCTURAL VIEWS PV 4 7/8/2015 (868)-SOL-CITY(765-2489) �.solarcitycom si STAMPED & SIGNED S1 FOR STRUCTURAL .ONLY 13'14„ 13'-4" (E) LBW JAISON WIL IANI � � . (E) LBW SIDE VIEW OF MP3A NTs TUMAf D v STR�1CT�IRAL. E SIDE VIEW OF..MM NTS MP3A X-SPACING X-CANTI LEVER Y-SPACING Y-CANTILEVER NOTES, LANDSCAPE 64 24" STAGGERED MP3B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES - . - PORTRAIT 48" 19" ' \ LANDSCAPE 64" 24" STAGGERED ROOF AZI 278 PITCH 35 DI anon Toman PORTRAIT 48" 19 ` RAFTER 2X8 @ 16°OC STORIES: 1 ROOF AZI '278. PITCH 35- ARRAY AZI 278 PITCH 3s ''� Date:201 .08 15:31:09-07'00' �' RAFTER' 2X8 @ 16' OC 5 STORIES: 1 C.I. 2x8 @16"OC Comp Shingle - ARRAY AZI".278 PITCH 3 C.J. 2X8 @16"OC Comp Shingle PV-MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER &.FENDER WASHERS TER, MARK HOLE LOCATE-RAF ZEP LEVELING FOOT (1) . LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. S1 (4) (2) SEAL PILOT HOLE WITH � . ZEP COMP MOUNT C POLYURETHANE SEALANT. " ZEP .FLASHING C (3)., (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT (E) Lew (E) ROOF:DECKING U : (2) U • �5) INSTALL LAG BOLT WITH SIDE.VIEW OF MP4 errs 5/16'' DIA STAINLESS (5) SEALING WASHER. F STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES 6 INSTALL'LEVELING.FOOT WITH WITH SEALING WASHER MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES BOLT & WASHERS' .. _ LANDSCAPE 64" 24" STAGGERED (2-1/2" .EMBED, MIN) PORTRAIT 48" 19� - - (E) RAFTER ROOF AZI 98 PITCH•35 RAFTER 2x8 @ 16"OC STORIES:1 S1 STANDOFF ARRAY AZI 98 PITCH 35 C.J. 2X8 @16"OC CompShingle CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B—o 2 6 2 8 9 O PREMISE OWNER: DESCRIPTION: DESIGN: \\` CONTAINED SHALL NOT BE USED FOR THE NORRIS, DIXIE NORRIS RESIDENCE Ryan Duncan �_"fe ci BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Sola�` ty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 400 GREEN—DUNES DR 16.64 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: WEST HYANNISPORT, MA 02672 THE SALE AND USE OF,THE RESPECTIVE (64) Hanwha Q—Cells # Q.PRO G4/SC 260 2a St. to Drive, B�Rcli 2, Unit 11 ' Mart. 9 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME EV. ATE. ,MA 01 2 SHEET• R D Marlborough 75 INVERTER T: (650),638-1028 F: (850)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE760OA—US002SNR2 (508) 534-9307 STRUCTURAL VIEWS PV 5 7/8/2015 (888)—SOL—CITY(785-2489) 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:MPU Inv 1: DC Ungrounded INV 1 -(1)SO SE7sooA-uSoo2SNR �pgEL: A -(64)Hanwha Q-Cells # Q.PRO G4 SC 260 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number.30522474 Inv 2: DC Ungrounded Inverter, 7b#aow, 24ov, 97 5oX; RAni eA Disco and ZB, RGM, AFCI PV Module; 260W, 236.7W PTC, 40mm, Bilk Frame, H4, ZEP, 1000V ELEC 1136 MR Underground Service Entrance Tie-In: Supply Side Connection INV 2 -(1)SOLAREDGE#SE760OA-US002SNR ) �� B Inverter, 7 W, 24OV, 97.5% w nl a Isc.and ZB, RGM, AFCI Voc: 37.77 Vpmax: 30.46 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �N 200A MAIN SERVICE PANEL SolarCity N; 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER BRYANT Disconnect CUTLER-HAMMER O 6 �A > N 125A Load Center 200A/2P 1 Disconnect 11 9 SOLAREDGE Dc+ ' B 80A SE760OA-US002SNR2 DC- MP 5: 1x15 II C D 40A/2P - ------- - EGC -------------- ----i ------- - B L2 pC+ I I I ---- GND. EGG DC+ + (E) LOAD GND - - -, r-------------- - GEC ---lN DC- G MP 4: 1x18, r---J I I GND -- E ---------- ------------ - - ----- -- -- --------J N I I (1)Conduit Kit; 3/4'EMT I -J Inverter 2 i EGGGEC - - - I. I - - I 10 SOLAREDGE DC+ I I i SE760OA-US002SNR2 DC- MP 2&3: 1x16 q I. / - . . EGC ///------111- „1 40A 2P i� znov r---------- ------------ - ------- - ---------.----------- GEC T DC+ TO 120/240V I I I N DG I 7 4 SINGLE PHASE I L _. ECG Dc+ + - - - unuTY SERVICE I I ------ - GEC ---l N Do- MP 3: 1x15 - - - ----- -- G ---------- ---- .--- -------- -----.---- ■ , -L (1)Conduit Kit; 3/4' EMT PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP - 01 (2)Ground Rod; 5/8' x 8', Copper B (1)CUTLER-HAMMER DG223NR6 /t, A (I SolarCityy�@@ 4 STRING JUNCTION BOX D� (2)ILSCO [PC 4/0-2/0 Disconnect; 1OOA, 24OVac, Fusible, NEMA 3R /.+� 2x2 STRNGS, UNFUSED, GROUNDED Insulation Piercing Connector, Main 4/0-2,Tap 2/0-6 -(1)CUr R- AMMER pp DG100N6 D Ground leutral ICt; 60-100A, General Duty(DG) PV 04)SOLAREDGE#P300-2NA4AZS (1)BRYANT#BR48LI25RP -(1)CUTLER-HAMMER #DS16FK PowerBox ptimizer, 30OW, H4, DC to DC, ZEP Load Center, 125A, 120/24OV, NEMA 3R Class R Fuse Kit (1)AWG#6, Solid Bare Copper -(2)CUTLER-HAMMEJ2 BR240 -(2)FERRAZ SHAWMUT#TR80R PV BACKFEED OCP n� Breaker, 40A 2P, 2 Spaces• Fuse-, 80A, 250V, Gass RKS -(1)Ground Rod; 5/8' x 8', Capper S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE C (1)CUTLER-HAMMER #DG323UR8 (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Disconnect; 100A, 24OVac, Non-Fusible, NEMA 3R -0)cuTLER-tIAMMER�DG1OONB ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE Ground/Neutral It; 60-100A, General Duty(DG) (I)AWG #4, THWN-2,Black 1 AWG#8, THWN-2, Black (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 ©I• I (1)AWG #4, THWN-2, Red O 6'L(1)AWG#8, THWN-2, Red O (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=13.2 ADC T (1)AWG #6, Solid Bare Copper EGC Vmp -350 VDC Imp=11 ADC ^-LLL(1)AWG /4, THWN-2, White NEUTRAL Vmp =240 VAC ImP=64, AAC L L(1)AWG#10, THWN-2, White NEUTRAL VmP =240 VAC Imp=32 AAC ,. . (1 AWG#10, THWN-2,.Green. ,EGC, , , ,_ . . . . . . . . . .70 AWG #8,,THWN-2,,Green,. . EGC/GEC.-(1)CCfIDUIT,KIT -(1)AWG#8,.TF1WN-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,600V, Black Voc* =500 VDC Isc =15 ADC (1)AWG #4, THWN-2, Black 1 x 1D EMT Conduit (1)AWG #8, THWN-2, Black O (1)AWG #10, THWN-2,Red Vmp =350 VDC Imp=11 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=13.2 ADC ©�(1)AWG#4, THWN-2, Red ®L*L(I)AWG #8, THWN-2, Red . �. .��. . (1)AWG #10, THWN-2,.Green. . EGC. .. . . . . . . . . . W (1)AWG ii THWN-2, White NEUTRAL Vmp =240 VAC Imp=64 AAC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (1)AWG 110, THWN-2,Black Voc* =500 VDC Isc =15 ADC (2)AWG 410,PV Wire, 600V, Black Voc* =500 VDC Isc =15 ADC -(1)AWG#6,.Solid Bare.Copper GEC. :;-(1)COf1DUIT KIT -(1)AWG #8,.THWN-2,•Green . . EGC/GEC (1)Conduit.Kit;.3/4�.EMT._ .. , . . O (1)AWG 110, THWN-2, Red Vmp 350 VDC Imp=11 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.73 ADC 1 'X'10'EMT Coriduit' (1 AWG/10, TIiWN-2_Green. EGC . .... . .* ._ . .. . . . . . . . . ._. . .. . ... . . . .. . . . . . .)Ak 4i .. . . . . . . . . . . . ... .. . .. .*,. .... . . .. . . .. . . .. ... . . (1 AWG#10, THWN-2, Black Voc 500 VDC Isc =15 ADC (2)AWG #10, PV Wire 600V, Black Voc =500 VDC Isc =15 ADC ® (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=11.73 ADC ®�(1)AWG#6, Solid Bare Copper EGC Vmp 350 VDC Imp=11 ADC J B-0 2 612 8 9 0 0 PREMIX OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: \�\!p ■ CONTAINED SHALL NOT BE USED FOR THE NORRIS, DIXIE NORRIS RESIDENCE Ryan Duncan ,;SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 0. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN COMP Mount Type C 400 GREEN-DUNES DR 16.64 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: WEST HYANNISPORT, MA 026722. THE SALE AND USE OF THE RESPECTIVE (64) Hanwha Q-Cells # Q.PRO G4/SC 260 2a St.Martin Drive Budding 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ���: PAGE NAME SHEET: REV. DATE Marlborough,MA 01752 PERMISSION OF SOLARgTY INC. T: (650)638-1028 F. (650)638-1029 SOLAREDGE SE760OA-US002SNR2 (508) 534-9307. THREE LINE DIAGRAM : PV 6 7/8/2015 (efts)-sol-aTr(76s-2469) wwwsdaraRyaam • � o e o •e - e Label Location: Label Location: Label Location: (C)(CB) (� (AC)(POI) (DC) (INV) Per Code: _ ,_ Per Code: _ _ Per Code: NEC 690.31.G.3 •e o o ° NEC 690.17.E o • e o- •o NEC 690.35(F) Label Location: o :o • - o 0 0 •- TO BE USED WHEN O O O (DC) (INV) °,�• • • '-o► o • -o • e • _ INVERTER IS p . Per Code: - UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: - o e 0 -o [dp (POI) 0 0 -e - (DC) (INV) �' - c Per Code: 'O Per Code: •-. •o o e NEC 690.17.4; NEC 690.54 -o NEC 690.53 - - L0 „ Q Label Location: n (DC)(INV) o m-• Per Code: �• -o • ® • o NEC 690.5(C) - o- -o • • Label Location: o • o O (POI) Per Code: o • o - NEC 690.64.B.4 Label Location: n o (DC)(CB) o _• ° Per Code: Label Location' NEC 690.17(4). 0 (D)(POI) e s a • Per Code: law NEC 690.64.B.4 Label Location: (POI) A Per Code`. UN U Label Location: o ° o NEC 690.64.B.7 _ (AC):AC*Disconnect (AC)(POI) •o o - o (C): Conduit Per Code: m©°• - r - NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect Interior Run Conduit (IC): I i Label Location: (INV):Inverter With Integrated DC Disconnect (AC)(POI) k (LC): Load Center r Per Code: �w M : Utility Meter e• a •c q NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR ����r��/ 3055 Clearview way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �- San Mateo,CA 94402 0 on IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set j��N� T:(650)638-1028,F:(650)638-1629 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE r �� s��al'��t (888)-SoLL1TY(765-2489)www.solarciitV.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. o Next-Level PV Mounting Technology rNSolarCity I ®pSolar Next-Level PV Mounting Technology 'SolarCity I ®pSolar Components Zep System Y - for composition shingle roofs „r. . GreuM Zep Oil. ( i sis stnwnl . ,-.�-.d.--•—F—^—'� _ Is�clutg Foot I-"�.`" —� � • .. t Z!!Compat(L.le PV Module -(':: • .fi• f Zcperoorc - - _ Root Art=1 nt .. A..y Skirl _ ern Description PV mounting solution for composition shingle roofs . °dMPa�`v 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 UL Comp Mount Interlock Leveling Foot. LISTED Part No.850-1345 Part No.850-1388 Part No.850-1397 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 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 zepsolaccom zepsolaccom 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.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 solar=oo solar=ooSolarEdge Power Optimizer . ^f} Module,Add-On for North America ' o P300 /'P350 / P400 „ SolarEdge Power Optimizer g Module Add-On For North America FP3oD P350 P400 (for 60-cell PV (for 72-cell PV (for 96-cell PV modules) modules) modules) ~ e P300 / P350 / P400 R ed nput DCPower!' - 3.0 350 400 W - F - - Absolute Maximum Input Voltage(Voc atlowest temperature) 48 60 80 Vdc - - MPPT Operating Range .... 8-48 .,.. 8 60 8-80...... Vdc - Maz'mum Short Circuit Current(Isc) 10 Adc Maximum DC Input Curren[ - 12.5 Adc ' Maximum Efficiency. 99:5 ' .. ....... %... _. _ ,,..,. "•+ram .. Weighted Efficency ........ .... ....... 98.8 - % ... ' Overvoltage Category it,' S ` - - - - (OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED.TO OPERATING INVERTER) - . . ..' �. Maximum Output Curren[ .. .. ............. ... ......... 15 ............................. - ............. .... .. .... .. .. ..... ......... Maximum Output Voltage 60- _ Vdc - f �p� - - - 1 OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) a r ,� . Safety Output Voltage per Power Optimizer - .' iSTANDARD COMPLIANCE r1 - - EMC - FCC Part15 Class B,IEC61000 6 2,IEC61000 6 3 - ,e�. .Safety... ... .............. IEC62109).)doss II safetY).UL7741..... .... ...... .> ✓. - . . ... - Yes ......... )INSTALLATION AAllw ed Systeml VoltalgeNS - .. ... 1000 ' Vdc Dimensons(W x:Lx H) 141z212 x40.5/5.55x834x 1.59 rain Weight(including cables) - .... ..................................... 2.1- .. .. .. gr/Ib.. ' ..... ....... ...: ... MC4/Amphenol_/Tyco - Output Wire Type/Connector Double Insulated,Am phenol s. .. ... Output.Wire Length, 0.95/30 .I.. 1.2/3.9 m/k - .. ...... .. .. Operatng Temperature Range 4.. +85/40-+185 'C/'F .- 5 Protection Rating - IP6s/NEMA4 - ' Relative Humidity. _ -0 100 % 1 . - �^amoa sre oowrc.orene moame Mooe eor oo ao sx ao.e roieaooeonowee ' PV SYSTEM DESIGN USING.A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE_ 208V .` 480V PV power optimization at the module-level . • Min imumS.tringLengtIn Poweroptimizem) .. .. s 10 lg .. ..... .... ......... Up to 25%more energy - Maximum String Length(Power.Optimrzers). _ ,... .......25.. _..... .-25.. ..50., .... .. .. --. — - Maximum Power per String 5250 6000 12750 W Superior efficiency(99.5%) - r ................. ..... ....... ............................ ..... ...................... .... ... ... Parallel Strings of Different Lengths or Orientations Yes Mitigates all types of module mismatch losses,-frommanufacturingtolerancetopartialshading - '"""' """""""" """"""""""""""""' '"-"""' "" "' """"' _ - — 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.us +' - tl� - - MEN .� - fir• ' , r - Format 65.7 in x 39.4in x 1.57 in(including frame) iR (1670 mm x 1000 mm x 40 mm) rulz - _ Weight 44.09 1b(20.6 kg) Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass o-,,,,�,,,,,, with anti-reflection technology Back Cover Composite film Frame Black anodized ZEP compatible frame v.=.. Cell 6 x 10 polycrystalline solar cells . ' -. �. ��„y,�-- �;�- • t Junction box Protection class IP67 with bypass diodes - •��y,,,, �.•-•-' ..-^'-' Cable 4 mma Solar cable;(+)a47.24 in(1200 mm),(-)a47.24 in 0200 mm) Connector Amphenol,Helios H4(IP68)` - _ ' r'n-^'2 """" • - Y • • , , I `y - PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 WI 25•C,AM 1.5G SPECTRUM)' " r POWER CLASS(+5 W/-0 W) [W] - 255 260 265 I Nominal Power _ P rr [W]• -y _ " -- 255 - 260 y 265 • ' • L ' t • ' ' Short Circuit Current- .T, - - Iss [A] -_ _• 9.07 i - 9.15 Open Circuit Voltage _- --- -V. IV] .y_ - _ '. 37.54 37.77 . '- *38.01 Current atP,•, _- I•„ [A] 8.45 _ 8.53 - 8.62 ' _ Voltage'at P_ V_ M 30.18 30.46" -30.75 F -The new Q.PRO-G41SC is the reliable evergreen for all applications,with Efficiency Power) q 1%] a15.3 � a15.6 R__ _ ._ - - a black Zep Compatible TM frame design for improved aesthetics, opts- PERFORMANCE AT NORMAL OPERATING CELLTEMPERATURE(NOCT 800 W/mu,45 m3C.AM 1.5G SPECTRUM)' . - th - POWER CLASS y. IW] _M 255 » 260 "265 mized material usage and increased safety.The 4 solar module genera- _ _ �_ ___- �_ �. __ _ . jw. , _ , - I Nominal Power P. [W] 188:3 192.0 - tion from Q CELLS has been optimised across the board: improved output --- - _ -_- __ _ . __ __ -_ 73s. `7.44, Short Circuit Current I,a [A] 7.31 . . yield,higher operating reliability and durability, quicker installation.and r p`Open CircuitVoltage _ � ,-. .- V [V] .._,.." _ 4 95 ._.. 0 5 16 �. 5.38 .. more intelligent design. - Cunent at Per .. �••-� I IAl 3661' 3668 36.75 . P _ -. e I Voltage at Ptv, - V IV] 28.48 - 278.i5 _ 29.01 - 'Measurement tolerances STC 3%(P_)t 10%(I°,V-,I-,,,V-1,) z Measurement tolerances NOCT::5%(P.,,);t 10%UI,V.,I-,a, INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY -' w 0 CELLS PERFORMANCE WARRANTY= PERFORMANCE AT LOW IRRADIANCE - •Maximum yields with excellent low-light •Reduction of light reflection by 50%, At lent 97%m nominal power during r and temperature behaviour. plus long-term corrosion resistance due -mom, wm-e•-= first year.Thereafter 10.6%degra- f ------- dation per year. •Certified fully resistant to level 5 salt fog to high-quality • At least 92%of nominal power after E • •Sol-Gel roller coatingprocessing. E• to years. W p g C At least 83%of nominal power after c ENDURING HIGH PERFORMANCE e• zsyears. s • _ } �__ •Long-term Yield Security due to Anti EXTENDED WARRANTIES • Fld within esurmleranesuiz anties maccordance w PID Technology', Hot-Spot Protect, •Investment security due to 12-year_ n " ' si warranty terms of the0CELLSsales nnxoumcEfwm=) t _" - _ and Traceable Quality Tra.QTM. product warranty and 25-year linear. - • organisation o f y our respective country. The typical change in mod we efficiency at an irradiance of 200 W/m=in relation rraxs Long-term stability due to VDE Quality, performance warranty2• • f rt""'01 11° v 01" to 1000 W/m'(both a[25°C and AM 1.5G spectrum)is-2%(relative). ' Tested-the strictest test program: _._- - TEMPERATURE COEFFICIENTS(AT 1000W/M 25°C,AM 1".5G SPECTRUM). - :?'i? 4. ` . TemperaWre Coefficient of fug #A a� [%/p +0.04 -Temperature Coefficient of V. `1 1 -0.30 T ,. .. QCELLS t �f1 _ �•:.�, - - - - k•7oP-BRAND-Pv- � Temperature Coefficient of P•, "-..y-. »(%/R] �-0.41 NOCT .-.. .,.._.-_ (°F] _ �113t 5.4(45x3°C) . SAFE ELECTRONICS - .. •Protection against short circuits and . t' r' r 6 thermally induced power losses due to 2015 Maximum system voltage v,r [v] loon(IEC)/l000(uu safety class u o __� _ - - -_..w _. E breathable junction box and welded Maximum series Fuse Rating [A DC) 20 Fire Rating C/TYPE 1 cables. Max Load(UL)a V [Ibs/fP] - 50(2400 Pa) Permitted module temperature -40°F up to+185°F W .. _ " . on continuous duty (-40°C up to+85 C) ) a Phnfnn- - Load Rating(UL)u - [Ihs/ft'] _ 50(2400 Pa) z see installation manual - `-•-=..ram PACKAGING . - - Quality Tested QCELLS' i t __ -JALlr1CATlr _r . ,+mw cep Poherrshlfine INFORMATION .. sate aadua,2ola UL 1703;VDE Quality Tested;CE-compliant; Number of Modules per Pallet 26 IEC 61215(Ed.2);IEC 61730(Ed.l)application class A - -- "- - - "" w • --'" -THE IDEAL SOLUTION FOR: ID-40032587 -" """"� Number of Pallets per 57 Container 32 p"Pq, ha` a°m Number of Pallets per 4W Combiner w - 26, Rooftop arrays on V ® - - residential buildings GpPIPq TiO _ - _ D E C E c�� % Pallet Dimensions(L x W x H) 68.7 in x 45.0 m x 46.0 in Q ! <O` (1745 x 1145 x 1170 mm) Pallet Weigh 1254 lb(569 kg) rd`p 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 I APT test conditions:Cells at-1000V against grounded,With Conductive metal foil Covered module surface, - 0olI O - this product.Warranty void if non-ZEPcertTied hardware is attached to groove in module frame. - 25°C,168h See data sheet on rear for further information. - - 300 Sp O CELLS USA Corp. - - _ 300 Spectrum Center Drive,Suite 1250,'Irvine,CA 92618,USA I TEL+1 949 748 59 961 EMAIL gcells�sa®gcells.cam I WEB www.gcells.us Engineered in Germany G CELLS Engineered in Germany. �a5 ICELLS i _ + Single le Phase InverterSYfo'r North America US/SE3800A'US/SE5000A US%SE6000A-USSE3000A VOar ' SE7600A-US/SE1000OA-US/SE1140OA-US SE3000A-US SE380OA-US SE5000A-US SE6000A-US SE7600A7US SE10000A-US SE11400A-US N @OUTPUTS '.P •�,,,;' ., „ •° .d s. e p pp Q 998 " SolarEdge Single Phase Inverters Ir1r f Nominal AC Power Output 3000 3800 5000 6000 76. -1000(?240V 11400 VA .5400 @ 208V. ....... ........... 10800 @ 208V ........... :' •_.,� (" n Max AC Power-Output 3300 4150 _ 5450�@240V.. ..�. 6000 8350 .. ,1o950 @240V• 12000 VA For North America .. .. AC Output Voltage Min.Nom.Max.h) _ . 183 208 229 Vac .. .. ........ ... .. .. .... ............. ......... SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ Output.. ......................:. ............. :. ....... ....... .......✓ - < _ r, AC Output Voltage Min Nom Max r r .. .., .. - 211-240 -264 Vac ..... ... SE7600A-US/SE1000OA-US/SE1.140OA-US ✓..... �... ✓ .. . AC Frequency Mm Nom:.Max i i 59 3 60 60.5(with HI country setting 57 60:60.5) Hz 208V 48 @ 208V " Max.Continuous Output Current s 12.5 16 - 25 32 - 47.5 A • # .'.; .. 1 @-240y,.. I:..42240V... .. } ..... . .. . .. .. ... ....... ..... ........... ::.; .... ,..-. :, s ,. •:=i ., „ + , s `,. '_ ,.. . ._GFOIThreshold� 1 - .. A . - , . .... ... ...- .. ...... 7 . ... `. ... .. . . .. .., • ^'` x,. _ - '., 'C. x '• - Utility Monitoring,Islanding Protection,Country configurable Thresholds Yes Yes - INPUT 4 r„ �p . Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 - W .... ... .. ... .. . . '.fa+ i4;;:.. =ips ,.:;.. r.. ,. ,a'a yf:-,'.: :'•.,�t, �.7ransformer-less�Ungrounded.. ..Yes 5 �,.. „h . r1.2 Max.Input Voltage.......... ........500 .Vdc. .. _- -lBaanly ..... .. .... .. .......... ,c tplart i`« •-� _ •.Nom.DC.Input Voltage•-- .. „ .... •--..._,••, 325,@208V./350@240V, Vdc .... . . ... .. . . ..... .... - -'+ .' —' •-e a 'ah�Fk - t .. ..... 16:5 @ 208V. . :..33 @ 208V... .. o • • '-: ;i Max.ln ut Currenti'r 9.5 ,13 18 - 23 - 34.5 Adc (. . ..?' 15,5 @ 240y ,240.. t r c 30:5 @ V..I ! P •, ,:<nN,1 ;.r ,, ., I- .. _ Max.In ut Short CircuiYCurrent - 45�.' Adc ....L.. . �, ,. +: `•: ' _..: - - Reverse-Polarity Protection ... ........ .. ......... .. Yes ...... .... ...... Ground-Fault Isolation Detection- - .. .. 600ko Sensitivity .. ... Invert Efficiency 97.7 98.298.3.. ...98,3.. ..,.98. 98.. _ ..98 ..�.. ce �, 1, :, ..„ .;.,,. . .,,,, ,,,•_ +,.,.... :Maximum .. ..y ..... .. ... ..... .. ....... : , , : CEC Weighted Efficient 97.5... .,.98 97.5 97 5<. ."97.5 % s yy .:. .. ...... __�....�. ..»•.. € . : .. S g Y 998�1n 240V 97,. @?240V -. Nighttime Power Consumption... ........ .... ..<2.5 ..... ...... <4 .... ...W.... '-:� f..... ..::.:,.+. �. ..n.: ,• _. •._, ,�, .; s IADDITIONAL FEATURES - + - !•- " r � ` -s:• `�' .vY;' " h. " `; -supported Communication Interfaces 1 RS485,RS232,....Ethernet ZigBee'(optional) . __Revenue Grade Data,ANSI C121 ............. ......... "-'�. ;�- •~`a • •�' Rapid Shutdown-NEC 2014 690.12 Functionality enabled when 5olarEdge rapid shutdown kit is installedr"r •. - >; q ,.. � �` �- $STANDARD COMPLIANCE - . ....... ... ..... ......... ... - ...1741,UL1699B UL1998 CS..22.......... ..... ... ..... ......... - n-7 Grid Connection Standards. ..... IEEE1547.... . .... . - ,,. .on Standards'.. ...... ..... .... ............ .... .. ....... . ... . . e. - ;: r -:: -., ^>.•, 5' •, Emissions CC part �t 4. ,�a= ..�� ,,, ;- '•. - "; . ..; ''-; ` �-1NSTALLATIONSPECIFICATIONS.�.. '�_ .., Y at:,_", .. . :.,; ,...,_ - '- : ,. '(-.,,•�. � ,�,•� ' :' AC output conduit size/AWG range-: 3/4 minimum/16 6 AWG 3/4 minmum/8 B AWG ... .. 34 12st ...1 .. 15 class B DC input conduit size/N of strings/ - - / um/ rings/ ' - - /4 minimum/1-2 strings/16-6 AWG mrni14 range............. -- .^ .. :. ..,:r"., -r 'a•.-., :,.,••� , ,,,,f ;.. ,, -•.. .,. 30.5-x12.5tx 10.5 in. t. _ » -...,.- ' s;.,:, a-. .,, ,:.,,•...z .. .Dimensions with'Safety Switch /: / :-.x. .. ,"'„ •s ..a.. , :-.:.'' .? _. .^.:. 3.30.Sx12.5 ex 7.2 ,775 x315 x'184 .... ; •: r ,"` '. ,:. � ,�,,, , ;:,: ..� -,,• ,, -:,,,.. ,^", x. .--HxWxD / „775x315 x-260.' min E ' �' • Weight with Safety Switch_ •• - 51.2/23.2.•" "54.7/24.7 88.4/40.1 lb kg ....... ... ...... ............. ............... .... ..... ...... ................ ........... ... I.� ... ..... Natural - - •- �....,. .,. .-.• .a..,.». .�...,...:^� .h .. r - convection • -•* "' +:_' ^'°'^ " •• • Cooling Natural Convectipn and internal Fans(user replaceable) �. . . x. fan(user The best choice for SolarEdge enabled systems ...- ..................................... replaceable) ... -. ;,' - Noise <25 .... ... ... <50........ ..... -dBA... .:e, %ra_.� -,... Tem erature.... .. ............. ........ .. Integratedarcfaultprotection{Type1)forNEC2011690;11compliance a, MinNla :Operating p _13co+140/-25to+60(-4oto+6o version availableisr)' •F/`c m Superior efficient 98�o Range ... .. ....... ..... ..... ........... .... ......... ...... ...... ....... p y,( ) --Protection Rating - NEMA3R _ Small,.lightweight and easy to install on provided bracket iFo umerreeonzisettoge please cut•5 -Edeesupport............. • •* - :r Y r. '-8 - . Or Revrenue rade.nverterP Ngher current source Y ExxxxA-USOOONNR2 for7600W be used;the inverter will limit its!n verten cuSE7600A U6002NNR2)reent to the values ed.. , Built-in module level monitoring `' „rRev 8 5 I Internet connection through Ethernet or Wireless •er�o�P/NN:S xz-USOONNU4(for760OW inverter.SE7600AUS002NNU4). _ T �s id shutdown it P/ �� Isl 40 i Exx Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation f Optional—revenue grade data,ANSI C12.1 surisoEc USA-GERMANY-ITALY-FRANCE-JAPAN CHINA AUSTRALIA-THENETHERLANDS ISRAEL WWW-SOIdr2dgE'.US