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0057 HAMSTEAD LANE
y rr v X . u TOWN OV BARNSTABLE BUILDING PERMIT APPLICATION ' Map Parcel oU Application # 0'045-C)5 6 P Health Division Date Issued Conservation Division Application e Planning Dept. Permit Fe v � Date Definitive Plan Approved by Planning Board Historic - OKH \eS -1`i ruuc Preservation/ Hyannis Nl) 6,11T 1IS 1 Project Street Address Village I_� Owner c� LA- �"e`\S�o� rO Address Telephone k5 M b4 L5-44�a Permit Request .- 1\ Y\c_\ (� �-L� ultsC \ w►� �lvw�L -e c cal 5 �3•a3 l�� y 1'w1a Square feet: 1 st floor: existing proposed — 2nd floor: existing proposed _ Total new Zoning District R F'- 1 Flood Plain Groundwater Overlay Project Valuation�3�,ODD Construction Type R ,3 Lot Size _ Grandfathered: ❑Yes A No If yes, attach supporting documentation. Dwelling Type: Single Family J Two Family ❑ Multi-Family (# units) Age of Existing Structure 1-6 *As.rHistoric House: ❑Yes allo On Old King's Highway: ❑Yes el No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count yeat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing Nfy New Existing woq , oal stove:' ❑Yes ❑ No Detached garage: ❑ existing ❑ new siz Pool: ❑ existing ❑ new size/ Barn: C3 e isting 0'newsizel�/r Attached garage: ❑ existing ❑ new siz hed: ❑ existing ❑ �new siz ther: 0, Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes J"o . If yes, site plan review# Current Use'S'A' Proposed Use d l�tih -- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name a�.� . IJ�60n r'� Telephone Number S (,\t'D Address R,0 License # " L 1" (•GC) Home Improvement Contractor# �S Email Ole,r zkcA +e_r-n C.UV"— Worker's Compensation # W A 0&4"bd 6 /4a b,S64,q ALL CON RUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Q [ rnpS�l. bCc_'65-C� !mot— , SIGNATURE DATE as 115 r FOR OFFICIAL USE ONLY " APPLICATION# DATE ISSUED MAP PARCEL NO. yADDRESS VILLAGE " OWNER i DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL F PLUMBING: ROUGH FINAL y GAS: ROUGH FINAL 4 - F FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 'SolaTICity. i OWNER AUTHORIZATION Job ID: o 20'g74 - 60 A Location: t 7 N AA(k5-V-AD Lf r , C Ulbc/�A(,�Gi/�r AAA , 0i67S' I et� as Owner of the subject property hereby authorize SolarCity Corp—HIC 168572/ MA Lic 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. igna ure of Owner: Date: 24 St Martin Drive,Building 2 Unit 11 Marlborough,MA 01752 T(888) SOL-CITY F(508)460-0318 SOLARCITY.COM AZ ROC 243771,CA CSLB 888104,00 EC 8041,CT HIC 0632778.DC HIC 71 I01486,DC HIS M Older,HI CT 29770: MA HIC 168572,MD MHIC 128948,NJ 13VH06160600,NY WC-24624•H11,OR CCD 180498,PA 077-343.TX TOUR 27006,WA SOLARC•91901 Version#".7 4f w Wa ;SolarCit vMARCIA :¢ OF r+ June 3, 2015 No.20919 Project/Job#026976 , R RE: CERTIFICATION LETTER 'i�T Project: Barreiro Residence P�1~4`T 57 Hamstead Ln �`/ Cummaquid, MA 02675 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res. Code,8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP1A: Roof DL= 11 psf, Roof LL/SL= 16.2 psf(Non-PV Areas), Roof LL/SL= 8.7 psf(PV Areas) - MP1B: Roof DL= 11 psf, Roof LL/SL= 16.2 psf(Non-PV Areas), Roof LL/SL= 8.7 psf(PV Areas) - MP2&3: Roof DL = 11 psf,,Roof LL/SL= 16.2 psf(Non-PV Areas), Roof LL/SL= 8.7 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.1874 < 0.4g and Seismic Design Category(SDC) = B< D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code,8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Marcus Hann, P.E. Professional Engineer Digitally signed by Marcus Hann T: 888.765.2489 Date:2015.06.03 10:46:59-04'00' email: mhann@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771.CA C--S 888104.CO FC 8041,C7 HIC 0632778,OC IRC 71101466,UC I41S 71101468,HI CT-29770.MA 1{IC 168572,t 10 Wic 128948,.NJ 13VH06160600. OR CC8 180498,PA 077343,TX TOM 27006.WA GCL:SOLARV 91907.C 2013 SolarQiy.All nghts(*served. 06.03.2015 Version*44.7 r PV System Structural .W415olarCit Design Software - .-PROJECT INFORMATION &TABLE OF CONTENTS Project Name Barreiro Residence AHJ: Barnstable__ _— Job Number: 026976 Building Code: MA Res. Code, 8th Edition �._, ,..ram � .—...._..-_ . Customer,Name: .,Barreiro, Donna. _. Based On. ,: IRC 2009_/_IBC 2009 Address: 57 Hamstead Ln ASCE Code: ASCE 7-05 _ _City/State: _ Cummaquid,MA ' _Risk Category:-- _ Zip Code 02675 Upgrades Req'd? No Latitude/,Longitude_ 41 689780_k� �;_,_70.264120 Stamp Req'd?;__ ,. ,.: . Yes „ SC Office: Cape Cod PV Designer: Regina Taurino Calculations: Justin Arbuckle" Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 - Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.1874 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP 7 -our I •. A . p 57 Hamstead Ln,Cummaquid, MA 02675 Latitude:41.68978,Longitude: -70.26412, Exposure Category:C I �l STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK, MP1A Member Properties Summary MPIA Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50 Roof System Properties ,S an 1); # p15.48 ft 41 ' Actual D� 9.2511 p Number of Spans(w/o Overhan 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A.: 13.88 in.A2 Re-Roof No Span 4 S. 21.39 in.A3 Plywood Sheathing Yes, V, Sp an 5°t p "` I`_ C_ 11 " 98.93 in.A4 Board Sheathing None Total Span 16.22 ft TL Defl'n Limit 120 Vaulted Ceiling .No PV 1 Start >> .:1.67 ft Wood S ecies:m, SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.25 ft Wood Grade #2 Rafter Slope "450 -' ' PV 2 Start ' Fb.a 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full; xr.•,PV 3 Start ,. z„ .: M.. _ .E x A 1400000 psi - Bot Lat Bracing At Supports PV 3 End Emin 510000 psG Member Loading Summa Roof Pitch 12 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.41 15.6 psf 15.6 psf PV Dead Load PV-DL i,, 3.0 psf�. _ a x 4.41 4.2 psf, Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load LL SLl'2' 30.0 psf x 0.54 1 x 0.29 16.2 psf _ 8.7 psf Total Load(Governing LC TL 1 31.8 psf 28.5 Psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Cj(Ct)(Is)pg; Ce 0.9,Ct=1.1, IS=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 0.24 1A 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR. Load Combo Shear Stress 25 psi 0.7 ft. 155 psi 0.16 D+S Bending + Stress 648 "si ,8.6 ft. "1273 si 0.51 D+ S Bending - Stress -13 psi 0.7 ft. -308 psi 0.04 D+S Total Load Deflection .0.72 in. 365 8.5,ft.x 2.19.iw 120 0.33 [CALCULATION OF DESIGN-WINDCOADSaM_P1A Mounting Plane Information ' Roofing Material Comp Roof PV,SystemjYPe;,, �- _ SolarCity SleekMount�M .. _ Spanning Vents No .... M•— Standoff Attachment Hardware - °',.� Como Mount Type C s° e �. Roof Slope - 450 Rafter.Spacing , ,-, n• 16' O.C. " Framing Type Direction Y-Y Rafters Purlin Spacing ,_ X-X Purlins Only_',, ` d' T� I�ANA, - Tile Reveal Tile Roofs Only NA Tile Attachment Sstem Tile Roofs OWE— . Standin Searriffmp Spacinq SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Partial full Enclosed Method Wind Design Method _' f �� � � _� ] . � �� ly/ y� Basic Wind Speed V � 110 mph Fig. 6-1 Exposure,Category_ � ��_ r C' � Section 6.5.6.3 ' Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof,Hei hti'a 7 e, h,. 7 .. 7 F��o •725,ft. 77, 7 ... Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic,Factor,,��--„- . �Krt 1.00 - Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factory # �F, -- .I ,_. K art s .,_ 1.0 9Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) 24.9 sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC ooWn 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC ) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down Pfdiwnl 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max AllowableStandoff Spacing Landscape 64" 39" Max Allowable Cantilever - �-,Landscape., 24' NA Standoff Confi uration Landscape Staggered Max Standoff Tributary Area "Trib - >' _ - 17`sf P V Assembly be Load-.- � W-PV � 3.0 psf Net WindUplift at_Standoff Tactual ;386 Ibs_ Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci hs DCR .1 we c •.e77.1% s- L X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable.Cantilever Portrait,__ 17" _-__ _� NA_ Standoff Configuration Portrait Staggered Max StandoffiTributary.Area §-.--�'-, ±Trib_2 . »- PV Assembly Dead Load W-PV 3.0 psf ��-, _ --•---� Net Wind._Uplift at-S- ndoff,��;,_-_` T-actuale 482 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity s_:�DCR : .,. 4:,.. •<.et . . ::, 96.5%rf r STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP113 Member Properties Summary MPiB Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" fi, _...fir:.: a ' Roof System Pro erties S �en 1 20.84 ft Actual D• ` 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 .1 rig A A& ., 43.88 in.^2 Re-Roof No San 4 S. 21.39 in.A3 Plywood Sheathing Yes San 5 I 98.93 in.A4 Board Sheathing None Total Span 21.58 ft TL Defl'n Limit 120 Vaulted)CeilingNo < " PV 1,Start ' " ' ;1"75 ft t' a WoodSpecies SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 20.83 ft Wood Grade #2 Rafter Sloe 450 PV 2 Start -. _ "Fb 875psi Rafter Spacing 16"O.C. PV 2 End F„ 135 si ,Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 12 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.41 15.6 psf 15.6 psf PV Dead Load PV-DL 3.0 psf x '1.41 4.2 psf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load LL` SL1�2 m 30:0 sf 'x 0.54-v z 0.29r 416.2 psf•=&��, 8.7 psf -° Totalload(Governing LC TL 31.8 psf 1 28.5 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Q(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 0.18 1.1 1.15 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 Bending + Stress 1152 psi 11:2 ft. 1273 psi 0.90 D+ S ,Bending - Stress -13 psi 0.7 ft. -229 psi 0.06 D+S Total Load Deflection :'2.32 in: *L 153.E ' 1112 ft., .,JW ri 2.95 in:; ' 120 < ;A',0.79>.'' `.. ' f9 CALCULATION OF DESIGN WIND GOADS=MP1B Mounting Plane Information Roofing Material Comp Roof PV S sy tem Type . -- v __ _ f '' SolarCity SleekMount . Spanning Vents _ No Standoff Attachment Hardware Comp Mount Tvoe C Roof Slope 450 RafterSpacmg' "�. � .....�"�� ;�• -- Framing Type Direction Y-Y Rafters Purlin,$pacing. X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tild"Attachment System Tile Roofs OnI _ __s_ Standin seam/Trap seam/Trap Spacing SM Seam Only NA Wind'Desi n Criteria Wind Design Code ASCE 7-05 Wind Design Method' - - Partial) Full Enclosed Methods r Basic Wind Speed V 110 mph Fig. 6-1 Exposure Categgrry _ _ C�. Section 6._5.6.3� Roof Style Gable Roof Figs 6-11B/C/D-14A/B Mean'Roof.Height, 777 �.. ��7 h , ..z ,• ��,25,ft �r, a, Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic,Factor Krt '� "_ _' 1.00 �_ _ Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 ~ W Importance Factor .. I �. " '�_ 1,0 Table 6-1. Velocity Pressure q6 . qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I)24.9sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE:STAN DOFF SPACINGS ." X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever ,__..Landscape 24" — NA Standoff Configuration Landscape Staggered Max Standoff,;Tribu_tary Area �Trib ; . • � ,� ,, 17•sf x w tF � �@err ,. ,�. PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff__ Tlactual 3 -386 lbs_ Uplift Capacity of Standoff T-allow 500 Ibs - w .,-_ Standoff Demand Ca aci �`' `s DCR s; 77.1% X-Direction Y-Direction Max_Allowable Standoff Spacing Portrait 48" 65" Max Allowable.Cantileyer �� _. Portrait _ 171� NA_-� Standoff Confi uration Portrait Staggered Max Standoff Tr butary Area ._ a -h Trib ^' _ €w " 22 sf- 0 , -- _ PV Assembly Dead Load _.. W-PV IQ psf Net Wind,Uplift_at Standoff__ Tactual _ -482 Ibs Uplift Capacity of Standoff T-allow 500 Ibs r Standoff Demand Ca aci #." ,:DCR '' �M:5% M-77 7 IT 777 i STRUCTURE ANALYSIS - LOADING SUMMARY AND.MEMBER CHECK= MP2&3• Member Properties Summary MP2&3 Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Pro erties San 1 '` 6.74 ft. y "`Actual D IRK9 25'21 a. Number of Spans(w/o Overhang) 1 San 2 Nominal Yes _:. Roofing Material,- �°�r y_ E VCom "Roof '�, S an 3VW9N ' �� ��' "" �u: ��l�� ,�'A� _., '_ &A, 13.88 1n.^2W'-; Re-Roof No Span 4 S. 21.39 in.A3 Plywood Sheathing _sr -4 " Yes X",4 'WV S an 5 2W, 024 N • .. I � " ~,98.93 m.^4T Board Sheathing None Total Span 7.48 ft TL Defl'n Limit 120 Vaulted Ceiling � :Non ::` rtK 2.08 ft; _ ;a:Wood S eces SPF 1 Ceiling Finish 1/2".Gypsum Board PV 1 End 6.83 ft Wood Grade #2 Rafter.Slope. , ..._ 45°!0UW',,q M 41 PV.2 Start U M n: :_ ,.. , :: r Fb"IMAMIN.15NOW 875 si%00 1x Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing s`;° _ ems Full ONU"'N t,"` PV 3 Start W4 WN316-M, ,.x tom: ES TUN 400000 sib'* Bot Lat Bracing At Supports PV 3 End Emig 510000 psi Member Loadingary Roof Pitch 12 12 Initial Pitch Ad'ust Non-,PV Areas PV Areas Roof Dead Load DL 11.0 Psf x 1.41 15.6 psf 15.6 psf PV Dead Load ;PV-DL` ,•.t, " .u3.Or sf ,. z1:41 ";. i" _ ., : 4:2 psf..' .,_ Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load=_m ry_ " LL SLl p 30:Oi`sf � x 0:54 �,x;029 ., 16.2 psf.. . M8 7rpsfe Total Load(Governing LC TL 31.8 psf 28.5 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)N; 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 1.15 1.00 1 0.53 1 1.1 1.15 Member Analysis Results Summary Maximum 'Max Demand @ Location Capacity DCR ' toad Combo Shear Stress 12 psi 0.7 ft. 155 psi 0.08 D+S Betiding + Stress ''. ..o * 116' six. -"4:2A f W." 1273 `si p � MAW, D+S Bendin - Stress -13 psi 0.7 ft. -678 psi 0.02 D+S Total Load Deflection t.. ': ', ?0.02 inM ' `4727., ° 4;l ft._ "- 0.954010 ` 120 V10,, .0.0300-W, W, 7 i CALCULATION OF DESIGNsWIND�LOADS�MP2&3 Mounting Plane Information Roofing Material Comp Roof P_V System Type..__ —,Tij Solarqity.,SleekMountT"^ Spanning Vents No Standoff Attachment Hardware .: " ,n ," _�. ., .z :, t 11,7710 Mount Tvne C: Roof Slope 45 1 .. . o Framing Type Direction Y-Y Rafters Purlin,Spacing _." X=XPurlinsOnlY �ir� Tile Reveal Tile.Roofs Only NA - � Tile'Attachment System Tle Roofs Only Standin Searn/frap spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design,Method Partially/Fully Enclosed Method Basic Wind Speed V _ 110 mph Fig. 6-1 Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 1 35 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure r_ KZ 101 r Table 6-3 Topographic Factor Krt 1.00 v _Section 6.5.7 Wind Directionality Factor ICd 0.85 _ _ 'Table 6-4 Importance Factor— T I Y 1.0 y Table 6-1� Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I)26.7sf Equation 6-15 'Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B EXt:PfeSSUre Coefficient Down GC 'oov" w .. " 0.88 Fig.6 116/C/D 14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U „ -25.4 psf Wind Pressure Down 23.4 psf ,ALLOWABLE STANDOFF SPACINGS X=Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" ��39" Max Allowable Cantileyer� _;Landscape 24" N NA :e Standoff Configuration Landscape Staggered Max Standoff Tributary_Area �_ _Trib ._ 17 sf PV Assembly Dead Load W-PV 3.0 psf N-et Wmd,Uplift at Standoff _ T actual 416 16ST Uplift Capacity of Standoff T-allow 500 Ibs .r._ Standoff Demand/CapcityaDCR 83.1% � X-Direction Y-Direction Max Allowable Standoff Spacing_ Portrait 32" 65" . Max Allowable.Cantile_Yer _ _ Portrait _ _16" _ NA_ Standoff Confi uration Portrait Staggered _ Max Standoff_Tributary Area _ Y,Trib 1.4 sf _ PV Assembly Dead Load W-PV 3.0 psf Net Wind., ift_at_Standoff_ T-actual r -347 Ibs-, Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 7 k. 69.3% f <. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map .> Parcel Permit# 4( QH55 Health Division /� -`j33 Date Issued ®Z. Conservation Division Si /o� �� Fee cGv Tax Collector SEPTIC SYSTCra MUST EC Treasurer INSTALLED IN COMPLIANCE Planning Dept. 1MTH TITLE 5 ENVIRONMENTAL CODE AND Date Definitive Plan A proved by Planning Board Y�?i9� n Historic-OKH Preservation/Hyannis TOWN RECULAT&CIS Project Street Address MA- 026 7 Village Owner 154rnuAddress 1.�� ! "�► I Telephone �� — 37 Permit Requestax .S Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuations�00 Zoning District Flood Plain Groundwater Overlay Construction Type ky)GQc-x_�in C�x� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family k"" Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes 0 No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing 5 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:0 existing ❑new size Pool.❑existing Mnew sizel X36 Barn:❑existing O new size Attached garage: ❑existing O new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial 0 Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name_C �. /�2P/� ECACJ2Ea2 Telephone Number S�6 -42.o, SIGH" Address-&'30 -A, Q/Znq C`2 License# O=;�G:�S" Home Improvement Contractor# Worker's Compensation# t '"l n 6 S" O`( ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE -� t, FOR OFFICIAL USE ONLY a � ,PERMIT NO. DATE ISSUED ! A MAP/PARCEL NO: ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: FOUNDATION FRAME 3 INSULATION f FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH.—. FINAL GAS: ROUGH -' FINAL as . FINAL BUILDING _ tg #•^ }. [ 7 *- DATE CLOSED OUT ASSOCIATION PLAN NO." • ' = - .S "q The Town of Barnstable Regulatory Services Thomas F. Geiler, Director 'Building Division Peter F. DiMatteo, Building Commissioner 200 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME EAPROVEMENT 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: 'S t j vJ G Estimated Cost 2C,cxc o -c-) Address of Work: �A k✓,svv\sZ eA 1 Owner's Name:' -t k)i r A Q-, Sq�W,2G Lc Date of Application: 1 C) Q- I hereby certify that: Registration is not required for the following reasou(s): Work excluded by law OJob 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: -Al�lT -moo o- _ o is 82 Date Contractor Name Registration No. OR q:forms:Affidav :rev-122001 Cardinal systems, Inc. S"MIZ419s 2" s.oh 1". /1 Sahuy" Mann. PA. 17172 DESIGN OF Z-BRACING Controlling eondltion — water fo the too of the 000l panel>r iK) WATER DEPTH = 3'-6" OPEN 1'-0" DEPTH OF EXCAVATION FOR POOL. WATER SIDE 6" X 24' CONCRETE SLAB AROUND THE SIDE BASE OF THE POOL WALL I POOL DIMENSION ASSUMED ® 16' X 32' N MATERIAL:- 14 GA. GALVANIZED STEEL I 1 Pr WALL PANEL F. = 47 K.S.I. 00 1 .- Pw POINT "A" P. — WATER PRESSURE AT BASE OF STEEL WALL PANEL IS 218.4 I/FT. [(62.4 #/FT') (3.50') (1.0')] = 218.4 #/FT. P., — THE RESULTANT WATER PRESSURE ACTING 1/3 FROM THE BASE IS AT 382.2 //FT [(218.4 #/FT) (3.50') (1/2)] = 382.2 #/FT. NEGLECT THE EFFECT OF THE EARTH PRESSURE DETERMINE IF THE POOL IS STABLE WITH 3'-6" DEPTH OF WATER INSIDE THE POOL: TRY ANCHORS AT 8'-0' MAXIMUN. E MOMENTS AT INNER FACE OF THE WALL ® POINT "A": p = 382.20 X 14 = — 5,350.80 ;4(6)(100) = 14.400.00 X 12 = 172.800.00 24(6)(150) = 21� X 12 = 259�200.00 36,382.20 426,649.20 a = 11.7269" > b/3 = 8.00". b/2 = 12" P„a.= [(4 x 24) — 6(1 1.7269)]36.3—82.20=` 1.619 PSF/FT. (24) Rwn = [6(11.7269) — 2(24)136,382.20 1,412 PSF/FT. —(24 20 = 1,412 PSF/FT. (24 .•. THE POOL IS STABLE AND THE FOUNDATION PRESSURE IS ek 1 o•--�------- c o•—( -- -+ •e --J �,•; � -. 'III^•'••�. jq 't Yh ti s o \ •xa;,o ; Z•-0" !e'0'-----— 2 0':r- �— a •o•�'� . 3 8, I 2'RC' 2' o Y 1 4 .0- Cu I �� W DEEP - 8' 0 .4 _ .4'.0 8, ; :• 8' 1 1 � � 1 1 8 1 9' ` • , I ,z- �. ------- ----- ....................... 17 i s' 4 ., FINISH iv 2' C� 1 / 2' C 1 1 / 1 N 1 1 1 Date. 1.4.02 Ale POOH IWpot Inc. Title. Rectangle 18'x 36'2'RC .. ,at Drafter: lws PHONE t 056446 FAR 1 ISEA = • NoonwcN File Name: tp&RECT1836.2 � . lNA�►o»fro /�� Area: 648 sq.h �c'� o�•,oIMF CMMPUBMUTUUM...K%orCrflcool !`�,a�t� Perimeter: 104' 3/4' NSPI Type II W 32's3' wrnt�rti.�.. a.•r���rl�Ji.�r :wr i WE DELIVER POOL KR'S FASTER! It►�?IL_'t�lnd 3H-i ZZZOS69009 IVA ZZ.£T ZOUZ,£0 TQ 11 06 .01 TIE. 09:05 FAX 6176614917 Bk STATE.N( OLS.MASS. . 1 002 MINN DESIGN AND DECK EQUIPMENT PART 5 5.4.1.2 Head Room For Recreat;onal Diving - There shall be a com- pletely clear dist ance of fifteen (15) feet above l y unobstructed the diving board measured from the center of the front end of the board. This area shall extend at least ten (10) feet behind, ten (10) feet to each side, and ten (10) feet ahead of the measuring point. 5.4.2 Comp-etitive Diving - By definition competitive diving is diving into an area specifically designed for competitive diving. Diving equipment using quick adjustable fulcrums is by definition competitive diving equip- ment used in areas designed only b for competitive diving. meet and may y 5.4.2.1 Competitive Diving Dimensions - Dimensions for competi- tive diving pools shall be in accordance with current Standards of the Federation Internationale de Natation Amateur (FINA), National Collegiate Athletic Association (N("'AA), or United States Diving. Inc. (VSD), as shown in Table III, Appendix A. 5.4.2.2 Com)etitive Diving Headroom Dimensions - For competitive diving, the appropriate standards shall govern allowable headroom distances, except that the horizontal distance between the centerlines of adjacent boards and between the centerline and the pool sidewall shall be a minimum.of ten (10) feet. 5.4.3 Horizontal Dimensions - For both recreational and competitive diving areas the horizontal separation between the centerline of adjacent boards. and the distance from the centerline of a board and the pool wall shall be a minimum of ten (10) feet. 5.4.4 Diving Equipment: - Diving equipment shall be designed for swimming tailed in accordance with the manufacturer's pool use and shall be ins i recommendations. i 5.4.4.1 Diving equipment manufacturers shall provide installation instructions and specifications with each unit. 5.4.4.2 Diving equipment shall be installed consistent with the intended use of the pool. Three (3) meter equipment shall not be installed in any area designed for one (1) meter equip- ment or less. Competitive diving equipment should not be installed in any pool not designed for competitive diving. e o��ll cco � •o O : _o • Pool Wall The top, bottom and vertical Sv, moo^ o -o o - -� o o flanges, as well as panel Gh % - o o -o stiffeners ("Z" Braces), are - s secured using the 0 - o 0 0- ; fastening system. Thehe result 0ultIt - 0 being a panel with maximum - o- strength, minimal deflectionaso o o and a perfectly square �'� •. 0 0 - structure each and every 0 0 0 � time. OM o 8900 - = ° Threaded Rod A-Frame .� -Vinyl, Hand Rail Liner, Mid-Panel 7- Brace limits panel -. flex, prevents deflection and assures a straight, square structure. - o o o NNUM0 0 - • •. {. OOO O' O . Walk-in � m Stairs 0 0 0 o ' M9nl - o o -o Deck Brace - ®o The use of deck braces permits concrete , b or other decking material to be installed •, e „ immediately after the pool is installed 0 0 0 without having to wait for the backfill to settle. The inverted "A"shape transfers •= • -,ti -s --• - � � p Deck�Brace 4 the weight of the deck to the base of Y s�' the wall, using the outward pressure of �f 0 0 0 '` • o- o I the water to equalize the stress on the •w , y '� t wall, Deck braces are utilized for both -r standard and custom pools. Automatic Surface , • Skimme r • - . - o - Precision ft e , • - ' j -• e - ` Two automated panel • m v '• • •• v6ihized surface lines, run by programmable w m • .Q y controllers,turn out finished r panels at a rate of 2 per '" •' a '' t minute and guarantees y Cardinal Systems,Inc. does°not manufacture slides, — that every panel is identical, Skimmer Support. � • • divingboards,or an other diving accessories.An use Y 9 Y hole to hole, edge to edge. "' of such equipment must be in strict compliance with the a They are one-Of-a-kind - �• equipment manufastandarspecifd loc l National spa systems designed and Threaded Rod A-"Frame - flexible manufacturing ,,and Pool Institute standards,and local building codes. and regulations.Note:All safety ropes and floats are created specifically for • •• ' removed from the pools featured"in this brochure for Cardinal Systems to assure purposes of photography. , our customers the highest 6 quality product available. o — f yam. I k' sty: 4= � �� `'� •llarv� sp�;auaou e anon( o an bn �( aadoad aye aspaaoul%sod�nq juaua -rtofua"ezlualxpua o� rLluo oupap��j�pq.'�ario sl . �sa 'I auo aUl Hold nor( cllau ll,ai�npuy spin upuao� pub sr(aupiy� subs aa� f5ulpnlaul sadpus pup nazis �o a�uba apinn p aa��o aM 'aaupua�ulbu.� �, . pub aapa dn-nno�lo� o� r�bnn auk alp uoi�cia� -UO:0- pub 0IIlUU1�lC� -lul auk u.FJo4 dais rtaana nor( u�inn �aorv� II!M aalbap �baol anon •�uiuubicl food �o u.�a� -sr�s pa�sa�-aual� ano uaoa� $ �48uaq I1, lsap Ibu!p pappub�s G asooua nod uau/U, S=�db'HS a�Jb'a Nb'1S ter;�s° Standard A-Frame _ The standard A-Frame bracing 0, o Oo O ' o buttresses the panel wall by Q=,. providing support in direct Diving Board proportion to the water pressure. 0 0 �' i O O C®ricrete'Receptor r Co In Turnbuckle A-Frame s - r Your pool professional may elect to use a turnbuckle or threaded rod A-Frame. Step Ladder , y s� a . Ladder Jig - ' + The Ladder Jig positions the ladder sockets at the proper O• • height, making ladder installation � o• easy. 111i' - s � - - - -• o a0 Ab d m ci 6 Concrete, ° ° ° Footer Skimmer Support ®° Designed to support the weight of the skimmer during and after t �" Ladder Jig backfilling,the skimmer support fits securely under the skimmer ` f on the wall's bottom flange. The construction phase is the time to talk to your pool expert about the • accessories you may want to add to Panel Walls � Turnbuckle A-Frame i your pool in the future. By adding the I � extra lines and/or fixtures now, you'll /I save time and expense later. {, e'i ei i u u e! arur erm air >. I The formula is simple: Tom' What you imagine, wha` K f -Y - i you conceive in your ?. mind, is what you For decadesingr`ounel pools were limiter! to just �I - � �- � " _ -`'- happy to say that Ilrnita tion is a` thing of the past a Now you canT!have any size and shape pool you = H r+;r �- I� I UIU , r- Consirler a few.ofthe : �- - • e 3 1 — -� �� �__ ;�l' possibilities. You cgncre � N x ate�spe ific activity areas_ % - wi t h".3, peninsulas decks g ,wading zones swirn826nesfor recce ational"swimmin and z lap;.,channels for.,.exercise ��/%II/' r l/ - � - � You can even create en island.in your pool com- x s. .t „ .<. <. '�- �� ,r :.:: _ ,", -�i-�k'�V� S �. �6' � "� - plete With flowers for an � � eye=catchin effect. ;With. a' ►� 4' imagineer- the power of ing, the results are sure to be outstanding. h o\gym 6 - z `�� ® (, /2C TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map `� Parcel Perm' Health Division ✓ -:) 3 -�r S-)JY Date uedJU 'Conservation Division i STRAO LLED INNTACoL ..,ZFe ,a;: Tax Collector 7�� ° b i1��Tfl�L�5 Treasurer AND TOWN REGULMCNS 1 Planning Dept. - J-(":; 71,G 01 0 Date Definitive Plan Approved by Planning Boarder Historic-OKH Preservation/Hyannis Project Street Address ���� �lCt►nS�ec �n�-- Village. �� s Lis Owner r 1c Address &Y- qk3 aV-fn9EJrVLC1, H Telephone 50 S - 3 (0 5o 6- r/ T7 55D Permit Request --to u i ko yvla— i a- Square feet: 1 st floor:: existing / proposed 191Z., 2nd floor: existing / proposed 17 67 Total new z�59 Valuation 0`C'7/a t Zoning District v- 1 Flood Plain VC) Groundwater Overlay Construction Type A0 00 a Lot Size 3. Z<6 o e.re.S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family TWO Family ❑ Multi-Family(#units) Age of Existing Structure QekQ Historic House: ❑Yes WNo On Old King's Highway: E'Yes ❑ No Basement Type: W Full ❑Crawl ®'Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 7® Number of Baths: Full: existing l new 5 Half: existing new Number of Bedrooms: existing new I _ Total Room Count(not including baths): existing � new First Floor Room Count Heat Type and Fuel: &Gas ❑Oil ❑ Electric ❑Other 157orz,e__e4l 11,r+ Prtr Central Air: Lf Yes ❑No Fireplaces: Existing -' New I Existing wood/coal stove: ❑Yes ®'No Detached garage:❑existing ❑new siz&� ool:❑existing knew size k Barn:❑existing ❑new size Attached garage: ❑existing rn/eo'W size Shed:❑existing ®'new size 1 Lsc►Z Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 5 No If yes, site.plan review# J Current Use \L&Z - L_Q-^-4� Proposed Use Ame_`3 y4c, 1 BUILDER INFORMATION Name C ) UJ Y,4_- Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �� FOR OFFICIAL USE ONLY PERMIT NO. 51 v `� DATE ISSUED , i •} MAP/PARCEL'NO: l 1 ADDRESS VILLAGE s OWNER = x DATE OF INSPECTION:.', — FOUNDATION FRAME INSULATION` FIREPLACE ELECTRICAL: , ROUGH, - FINAL - PLUMBING: ROUGH FINAL , GAS: _ROUGH FINAL FINAL BUILDINGS •-eCi DATE CLOSED OUT ASSOCIATION PLAN NO. aA, ri TOWN OF BARNSTABLE CERTIFICATE CIF OCCUPANCY PARCEL ID 348 004 GEOBASE ID 25113 ADDRESS 57 HAMSTEAD LANE PHONE BARNSTABLE ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA wIT TYPE 98008 WEFT ION CERTIFICATE OFDOCCUP Cf #56896 4 ARCHITECTSS Department of Health;Safety and Environmental Services, TOTAL FEES: BOND $,00 pkTME CONSTRUCTION COSTS $.00 i 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE �-V i * BARNSTABLE, • MASS. 163 Ep�l BUILDI DI ISION BY.,. DATE ISSUED 07/01/2002�, EXPIRATION DATE TOWN OF BARNSTABLE � . • BUILDING PERMIT PARCEL ID 348 004 GEOBASE =„I_D . `2511.3 ADDRESS 57 HAMSTEAD LADE PHONE BARNSTABLE zIP LOT BUCK LOT SIZE- , DBA DEVELOPMENT DISTRICT BA PERMIT 56656 DESCRIPTION 4 BED SINGLE FAMILY DWELLING itRMIT TYPE . BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: PROPERTY OWNE ? Department of Health, Safety Y and Environmental Services ' TOTAL FEES: �31, 134.t3t� BOND $.00 CONSTRUCTION COSTS $312,864-00 101 SINGLE FAM HOME DETACHED I PRIVATE P. ( E `' * BAMSTABLE, Q MASS. sED N1A�A -- BUILDINDG V ONBY �,.� j .DATE ISSUED 11VOI/2001 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- 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 OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. I MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE I 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. I gema � . p ® oa e i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 �"��Qr►/► � � 1 �! �QaC 1 �tv u�/!' ,1���.,y�;�.C:-�,�-,4 1��L`/r6• ,�Z�.�Z ���,QrG 'They Jotc/ceJ � Dive Mess;7 /1 vykroo 2 2 d-ry�`� 6 • 2 �� • �1sr77,a�p�p„ fe-cf I 3 � 1 ATING INSPECTION APPROVALS T � L . - 0 � � Y 7AF G8 2 ^�j� OARD OF HEALTH SITE PLAN REVIEW APPROVAL OTHER: � . �OAIA'IC 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. / C1�IOW U- .1/lam � ;��r��' /•�c-� �zx-r-�� � d�sa// ce- fr r✓ .�I/lJ7 i A.(j t✓a 7C �GV'7//rC -;,Nrf�`'G��>e, !I ' r i PROJECT NAME. ADDRESS: PERIVIIT# -�--- PERMIT DATE: M/P:_ o b I LARGE ROLLED PLANS ARE IN: BOX (� J SLOT A' Data entered in MAPS program on: 3 BY: q/wpfiles/forms/archive The Town of Barnstable • asartsr� • 9� 1 59. Regulatory Services RFD , • Thomas F. Geiler, Director Building Division Elbert Ulshoeffer, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-62=0 HOMEOWNER LICENSE EJtEhUMON Please Print DATE: /6 0 JOB LOCATION: NP M MG- V l number street � village .HOMEOWNE Z-V �rc I name I home phone# work phone# • CURRENT MAILING ADDRESS: k q vN CA- city/town state Zib code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildine permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said e es and requirements. Si cure of Homeowner Approval of Building Official Note: Three-family dwellings containing.35.000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction.Control. HOMEOWNER'S Ellt]01YnON The Code states that: ,Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work.that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q.Rules&Regulations for Licensing Construction Supervisors.Section 2.15) This lack of awareness often results in serious problems.particularly when the homeowner hires unlicensed persons. In this case.our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities.mwy communities require.as part of the permit application.that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:FORMS:EXF-MF N N Affidavit of Substantial Financial Interest of Cvw. u, M , on oath depose and state as fo ws: 1. 1 am an applicant for a building permit for the-pro pert located at.Map- Parcel , _. The address of the property is O-r-VYI"ULC( 2. 1 have 10 O % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is (I ) b I , the following individuals or entities have had a 1% or greater legal or eqt iitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name` Address U 4. Within the last twelve months, from today's date, which is 11 1 © I , I have had a 1% or greater legal or equitable interest in the following properti s which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted C) building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received _L_ building permits for property in which I have a 1% legal or equitable interest. si- Signed under the pains and penalties of perjury,'this Lday of DU , 200J. 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT FEE VALUE WORKSHEET c LIVING SPACE 7 (2000 sq ft or greater) 3 Z 5 square feet x$115/sq.foot= (less than 2000 sq ft) square feet x$96/sq.foot= (affordable housing) square feet x$57/sq.foot= (40B or low income) GARAGE(UNFINISHED) square feet x$25/sq.foot= s q PORCH IL I—_square feet x$20/sq.foot= 2 DECK square feet x$15/sq.foot= ) J� ALTERATIONS/RENOVATIONS OF EXISTING SPACE ..... .. cost=. . Total Project Fee Value 3 � S Office Use Only Permit Fee proicost 1U. rertormance bond ($4.00 per foot of road frontage) must be with application. Road bond is attainable frnm vnitr inenrnnr-p nnant Tka T-,,,- 4-.o n..t —1, 1., -A- . TabiodSZib( gnoDd�Fad Faeh ��p�[oraa��d TwrFam�►Aesid�i Bdtd�P . LiM MMUMUMUM Ca' Wail Floor 8�em" E1a � Mae('K) u-v.iaa; Rrvsiod wau >Gv�a°' Pam slot a 6300 tie>�s De�eee Dam i3 19 t0 S N� R 12K 0� >o 19 19 t0 M AF M s 1 0.50 13 19 t0 6 13 2s WA. WA T T 15% OJ6 � its 9 i9 - -i0 — -� Il IVA OA6 1 1 WA WA .10 Agff V 15% OA4 � 19 19 t0 6 M AEVE W - 0�4 1s U WA WA 19 2s --WA WA Ned T 12% �_ � WAFt1E A 13 19 10 6 wall . Z IVA aA � 19 10 6 90AEUE AA 1� 010 �� n sa-�.-e� L . 1. ADDRESS OF PROPERTY.' GEN— Z,. SQUARE FOOTAGE OF ALL EXTMOR WALLS: " 3. SQUARE FOOTAGE OF ALL GLAZING= 4. *GLAZING AREA #3 DIVIDED BY#Z): S. SELECT PACKAGE(Q—AA•see chart above): NOTE: OTHER MORE INVOLVED META;ODS.OF DEG ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS I FORMATION. BUII,DING INSPECTOR APPROVAL: YES: NO: 780 CMR Appendix J lb: '_ J5.Z. d Footnotes to Table assemblies (including sliding-glass doors, skylights, an . Glazing area is the ratio of the area of the glazing opaqueexcluding doors)to the gross wall basement windows if located in walls that enclose conditionespace,ay be excluded from the U-value requ u=cnt. area,expressed as a percentage.Up to 1/o of the total glazing For example,3 fl of decorative glass may ix excluded fi+om a buiIdiag design with 300 Rs of glazing cord 2 1 1999 U•values must be tested and documented by the msnufacnuer is accordance with After January 'SIa�S Table J1S3a U-values are for or taken from the National Fenestration Rating Council (NFRC) test Procedure. , whole units: -of glass U-values cannot be rased. The ceiling R•Values d0 not assume a raised or oversized truss construction. If the ices f R 38 ess ova the exterior walls without compression, R-30.insulate may be substituted insulation tlriclQr -values represent the sum of cavity insulation aced R 38 insulation may be substitnced for R-49 insulation. Ceiling R iasulaaoa Plus insulating Shy&(if US4• For vmtr'lated milh*s, insnlatmS,sheathing must be placed between the conditioned space and tine ventilated portion OHM roo£ Wall R•vahres represent the snm of the wall cavity insulation Pins insulating sheathing C�used). Do not include For le,an R-19 requirement could be met EITHER 'or �P exterior siding,structural sheathing,and eaten drywall- e� ly to by R 19 cavity insulation OR R-13 cavity �On plus R-6 iasrrlating sheathing. Wall mquimm aPP wood-flame or mass(concrete,n�omY,1o9)wall coasauctioas,but do not apply to metal-frame construction. s pitS 1 to floors over tined spaces(such as unconditioned crawlspaces,basements, 'The floor mquimm apply con or garages).Floors ova outside air must meet the ce ft requirements. less thaw SO%below grade must • portion of any individual basement wall with an average depth of conditioned The entire opaque p walls. Wmdows and sliding glass meet the same R value requirement as above-grade basements must be included with the other glazing. Ehuement doors must meet the door U•value requirement described in No w IL The R-value requirements are for unheated slabs.Add an additional R 2 for heated slate. If the building utilizes electric resistance heating use compliance approach 3,4,or S. If you plan to install more " than one piece of heating equipment or more than one piece of cooling equipment,the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. For Heating Degree Day requirements of the closest city or town see Table J52,IS. NOTES: le levels. Insulation R-values are minimum acceptable levels. a)Glazing arras and U-values are maximum acceptable R value requirements are for insulation only and do not include==A components. b)Opaque doors in the building envelope must have a U-value no greater than 035.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1S.3b.If a door contains glass-and an aggregate U-value rating for that door is not available, include the Sim area of the door with your windows and use the opaque do or vU-value to �ater than 035P1�ce of the door. One door may be excluded from this requirement(Le may c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with. different insulation levels,the component complies if the area weighted.average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the ama weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). r_ POWER OF ATTORNEY (Irrevocable) I) Know All Men by These Presents: BOND No.R- e e 2453354b That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That Western Surety Company, a corporation, does hereby make, constitute and appoint the following IE =�fl authorized individuals: AUTHORIZED INDIVIDUALS AUTHORIZED INDIVIDUALS I I y♦♦Afst '#ay1�.T fY�3ll ' AL # £31C ;H =SU ZA 9'R b. ! Al #JE l E � � E l P 3 ; w H y E4 5 .: 77 EE B S E f 01 r in the City of _H YA N N I S State ofMASSACHUSETS with limited authority, its ttl le and lawful Attorney(s) in fact with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, one of the following bonds. An ORIGINAL bond required by Statute,Decree of Court or Ordinance for: MAXIMUM PENALTY (A) ADMINISTRATOR REFEREE IN PARTITION £ EXECUTOR COMMISSIONER TO SELL REAL ESTATE } PERSONAL REPRESENTATIVE TRUSTEE OR RECEIVER—In Bankruptcy(Excluding Chapter 11) GUARDIAN OF INCOMPETENT CURATOR 500,000 CONSERVATOR OF INCOMPETENT/CONSERVATEE COMMITTEE OF INCOMPETENT SALE OF REAL OR PERSONAL PROPERTY—When this company has qualifying bond or when it is a separate E L bond for accounting of proceeds of sale only. s (B) GUARDIAN OF MINOR OR CONSERVATOR OF MINOR +, I0,000 1§ (C) NOTARY PUBLIC RECEIVER—(In State Court Only) t PUBLIC OFFICIAL AND DEPUTIES TRUSTEE—(Testamentary Only) O,OI, (D) PLAINTIFF'S COURT BOND —Banks,Savings&Loan,and Trust Companies 100 OOO l (Except Restraining E r z Order and Injunction) —All Others,except bonds prohibited by"NOTE"below .ZO 000 s (E) COST ON APPEAL (EXCLUDING OPEN PENALTY,STAY,SUPERSEDEAS OR GUARANTEE OF A JUDGMENT) 1 (F) LICENSE AND PERMIT EXCEPT BONDS WHERE THE UNITED STATES OF AMERICA,A FEDERAL AGENCY,OR A STATE IS THE OBLIGEE t 25,000 (G) STATE LICENSE AND PERMIT The followings S bonds are authorized where the state of E �l is the obligee(other state required bonds not authorized). MAS AC SET"TS MA � r AUCTIONEER ' MEAL ESTATE AROkER # ### ### ### �x# # # ## # t# # 1oo©oa TRANSIENT VENDOR PRIMATE; DETECTIV"E' ## ## ##### ###### ### ## ### t a MOTOR VEHICLE REPAIR SHOP SPECIAL FUEL USERS (H) ANY BOND OR INDEMNITY provided there is attached to this Power of Attorney, written authority in the form of an endorsement, letter or telegram, signed by the Senior Underwriting Officer, Underwriting Officer, President, Vice President, Assistant Vice President, Secretary, Treasurer or Assistant Secretary of Western Surety Company specifically authorizing its execution. For confirmation of the necessary written authority, please contact our Underwriting Department at 1-800.33V 053 •9. 60 in South Dakota). I NOTE: S,i , M ►/9R OPEN PENALTY OR STAY BONDS ON APPEAL OR GUARANTEE OF JUDGMENT OR BAIL BONDS OR CONSTRUCTION BID OR CONTRACT eM�` S,OR Q $�FOR DEFENDANTS OR UTILITY DEPOSIT BONDS OR SITE IMPROVEMENT BONDS ARE NOT AUTHORIZED BY THIS POWER OF ATTORNEY, �.sQ exae�f' prbYi¢e ection (H). �13N C LIPANY further certifies that the following is a true and exact copy of Section 7 of the By-Laws of Western Surety Companly, duly e., 4 • Sit: az ed Ed now in fdre�, "Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the cziratS�name of thertCpi�ddly by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Boazd of 13irectors may authorize. The resident, zny Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have°t itthor' to issue 6onbi policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,1 policies, un�ert eip9, ?b*r`s'•o� t!kbiey ora obligation of the corporation. The signature of any such officer and the corporate seal may be printed by facsutiile." WESTERN SURETY ANY Dated�t0$y ttt�l kay @f Se ®,1998. T ATTW,S'T+*t %0 llfltNttled Assistant Secretary TH DAKOTA ``���`•�` F Mj_NNEHAHA } ss President %this 21id day of Septer;Nr,148 before me,J.Mohr,the undersigned officer,personally appeared STEPHEN T.PATE and A.VIETOR who acknowledged themselves to be the President and Assistant SegetaM-r the R4W stern. ety Company,a corporation,and that they,as such officers being authorized to do so,executed the foregoing instrument for the purposes therein contained,!by signing tl�vl aeS corporaa8n)Otte elves as such officers. :ilt�ithess whereof I hereuntole hand and official seal. I z Mp c mission expiry �• a9pe2'� ,2005 ++®// a` Notary Public,South Dakota I,Mae• w two estem Surety Company, a stock corporation of the State of South Dakota, do hereby cert that the attached Power of Attorney is in full force and effect and is w � ore, that Section 7 of the By-Laws of the company as set forth in the Power of Attorney,�is�noy/S in force. �'�^�/ yJ��lNtfIJ81f `mony whereof,I have hereunto set my hand and the seal of the Western Surety Company this day of 6,4 WESTERN SURE VY COMP NYI *IMPORTANT: This date must be filled in before it is attached ta, —r, to the bond and it must be the same date as the bond. By PRESIDENT Form 99-A-9-99 NOTICE:This border must be BLUE.If it is not BLUE,this is not a certified copy.-� • - , .�:1 M. Pa8498 Pace 035 1643'7 _ t . QUITCLAIM DEED WE, JAMES A. ROBERTSON and FILMORE W. MCABEE, TRUSTEES of CUMMAQUID HILLS REALTY TRUST, under a Declaration of Trust dated November 17, 1975, recorded with the Barnstable Registry of Deeds in Book 2263 Page 62 and registered in the Barnstable Registry District of the Land Court as Document No. 480751 and noted on Certificate of Title No. 117139, for consi eration paid of and in consideration of `rv,,);,;n.lrm e/i/l ry r/r'A-1-114 (150 A. L..DEEDS,REG.01 Le7jARNSTABLE,.,, grant to JANE A. RYER and DOUGLAS A. ROBERTSON, TRUSTEES of the ST, -!� ' ROBERTSON FAMILY TRUST formerly the JAMES W. ROBERTSON TRUST, �•03/26/93 i,, under a Declaration of Trust dated June 24, 1970 recorded with and, Barnstable Registry of Deeds in Book 3417 Page 143 as amended by ...! amendments dated July 1, 1970 and recorded in Book 341,7 Page No. - �%� '..:- 155; November 18, 1974 and recorded in Book 3417 Page 157; and ..TAX 957:60 December 13, 1977 and recorded in Book 3417 Page 160, of P.O. 3LAS /95 .60 Box 544, South Yarmouth, MA 02664, the following described premises: UST, 74 I VSS s 08 SE TAX Lot C: shown on a plan entitled "Cummaquid Heights of "«.._.. Subdivision Plan of Land in Barnstable and Yarmouth, Mass. (sheet 3), prepared for Cummaquid Hills Realty Trust" dated July 19, 1988, revised September 9, 1988, September 28, said 1988, October 17, 1988 and November 17, 1988, drawn by Low and C) i 6 Weller, Inc. 714 Main Street, Yarmouth, MA and recorded v ` with said Deeds in Plan Book 456, Pages 64, 65 and 66. -D. 4� m •r .: For title see confirmation decree in Case No. 42204 dated March 36, 1990 and recorded in Barnstable Deeds Book 7119 Page 62 and see confirmation plan in Plan Book 470 Page 33. Lot F: The land in Yarmouth, Barnstable County, -� Massachusetts, bounded and described as follows: ter=t-- `"` 3�J�: Northerly by land now or formerly of James B. Crocker and others known as the Toad Pasture, 23 rods more y�p:c or less; Easterly by land formerly of the Cape Cod Railroad and o+. land now or formerly of Ezekial Hallett, 56 rods more or less; tee:' Southerly by land now or formerly of Thomas Grey and now ,T A. or formerly of the heirs of Chandler Grey, 24 jct and , rods more or leas; and "j Westerly by lands now or formerly of Jonathan Hallett, ' Ezekial Hallett and the heirs of Andrew Hallett. -- 3�7,`FZYI .1 E .; eooK 8498 ►AcE 037 Being the premises designated as PARCEL . 26C on the working plan of the Mid-Cape Highway filed in the Barnstable County Registry of Deeds. For title see deed from Nicholas J. Mazzoni, Commissioner, dated April 23, 1990, and recorded with the Barnstable County Registry of Deeds in Book 7165 Page 130 and -Confirmatory Deed dated June 11, 1990 in Book 7192 Page 49. The land in Barnstable (Cummaquid), Barnstable ' Count Massachusetts, bounded and described as follows: - { > On the North by land now or formerly of Frank H. Hinckley; - On the South by woodland formerly of Solomon Taylor; -_i On the East by woodland formerly of Daniel Cole; and On the West by woodland now or formerly of Nathan H. Darling. j . Said parcel contains four acres and one hundred and twenty F rods, more or less, Subject to a Taking for the Mid-Cape Highway made by the Commonwealth of Massachusetts. Together with all rights, easements, reservations and restrictions of record. I - Being the same premises conveyed to Charles F. Clagg and Marjorie R. Clagg, husband and wife, as tenants by theentirety, by deed of Harry B. Ryder dated May 5, 1961, duly + recorded with the Barnstable County Registry of Deeds in Book 1113 Page 393. The said Marjorie R. Clagg died on y� September 15, 1981 and Certificate Releasing Massachusetts s' = Estate Tax Lien in connection therewith is recorded with z said Deeds in Book 3486 Page 330. See also deed of Charles ti. F. Clagg dated June 2, 1986 in Barnstable Deeds Book 5109 Page 10. E�cecuted as a sealed instrument 1993. this day of v / CUTAQUID HIW RE Aj F TRUST r ey: t; toIt7 r_. James A. Robertson, Trustee as aforesaid 6 not individually Fi m , cAb ore W ee, stye as Tforesaid i not individually - I _ 1 i 1!TI ig k�"uu3Gu"GiC! : : EIfyf n�YY 77 w H rz A 'a LOUG POND A o 0 � ? a (E OG POWER Go B I.11JE v c� t Sa ` n t^ `(is L f a n e E a B \ D p N�p r K 11 \J �'• —! ryt In W •f" I lY;ji 6 �i'r t�E} }it Ih y ��.. ��a ��'N) .,��t: `-1" .r..a.cledw �•�,,;;;,,;;m�bt�s.�fe�du;l�a.;dk+u�aasilrntrLla!:ut:ruaJu�itceei.��'sa '�—>"�.' �; '.�rallml'e:; ! RIDER A ROBERTSON FAMILY TRUST, FORMERLY JAMES • W. ROBERTSON LIVING TRUST, SELLER - BARRY B. AND NICOLE C. STURGIS, BUYERS 57 HAMSTEAD LANE, CUMMAQUID A. The Buyer and his agents shall have the right of access to the premises prior to the time specified for delivery of the Seller' s deed for the purpose of inspecting the condition of said premises or showing the premises to prospective mortgage lenders . Said right of access shall be exercised, at reasonable times, only in the presence of Seller and/or brokers and only after reasonable notice thereof to the Seller. B. Buyer hereby authorizes Buyer' s attorney to sign on Buyer' s behalf any extensions of time for the closing date. C. D. Unless otherwise specified herein, any notice to be given hereunder shall be in writing and signed by the party or the party' s attorney and _ shall be deemed to have been given (a) when delivered by hand, or (b) when mailed by registered or certified mail, all charges prepaid, addressed: Buyer: With a copy to: Barry B. and Nicole C. Sturgis Peter L. Freeman, Esq. 133 Dromoland Lane 86 Willow St . P.O. Box 403 Yarmouthport, MA. 02675 Cummaquid, MA. 02637 Seller: With a copy to: Robinson Family Trust 868 Watertown Street Newton, MA. 2465 Buyers: Seller: Rob n am' rust B R son, T s ee e , Tr 1 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. ' I 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. r 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 VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV6 THREET�NELOA RAM 1. ALL WORK TO BE DONE TO THE 8TH EDITION PV7 RENDERING GEN #168572 PV8 SATELLITE RENDERING ELEC 1136 MR OF THE MA STATE BUILDING CODE. + PV9 ELEVATION 2. ALL ELECTRICAL WORK SHALL- COMPLY WITH ., Cutsheets Attached THE 2014 NATIONAL ELECTRIC CODE INCLUDING 4. MASSACHUSETTS AMENDMENTS. 1 MODULE GROUNDING METHOD: ZEP SOLAR REV BY DATE COMMENTS AHJ: Barnstable REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Cambridge Electric Light) , aa ^ +dui) @ a : �:i,� _ �ra'• lr• +, � � � � l � — * x : PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE T BE USED FOR HE be NUMBER: J g-026 9 76 00 Regina Taurino , `SolarCity. CONTAINED SHALL NOT BE USED FOR THE BARREIRO, DONNA � BARREIRO RESIDENCE 9BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 57 HAMSTEAD LN 13.23 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: CUMMAQUID, MA .02675 ORGANIZATION, EXCEPT IN CONNECTION WITH TMK OWNER: 24 St. Martin Driw3, Bolding 2, unit„ THE SALE AND USE OF THE RESPECTIVE (49) AU Optronics # PM060MOO-27.OW ARN: # PAGE NAME SHEET- REV: DATE Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T.- (650)638-1028 F. (650) 638-1029 IIt7FR: PERMISSION OF SOLARCITY INC. SERTER: GE sE11400A—us000sNR2 (774.) 487-7538 COVER SHEET. PV 1 a 6/2/2015 (888)-SOL-CITY(765-2489) www.solarcity.com I I. I I 1 I I I • u � tt � / I I I I - • I 1 Y 1 I I - - I I PROPERTY PLAN I I. Scale: 1/128" = V PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION.HEREIN JOB NUMBER: JB-026976 00 , r SolarCit CONTAINED SHALL NOT BE USED FOR THE BARREIRO DONNA BARREIRO RESIDENCE Regina Taurino BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: $O' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 57 HAMSTEAD- LN 13.23 KW PV ARRAY y. PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES CUMMAQUID^ MA 02675 ORGANIZATION, EXCEPT IN CONNECTION WITH r 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (49) AU Optronics # PM060MOO-27OW PAGE NAME SHEET`_ REV: DATE: Madborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F. (650)638-1029 —CITY — PV 2� a 6 2 2015 8s6 soL 7ss 2 SOLARCITY INC. � � ( ) ( 489) "wwwsolarcity.com ., PERMISSION OF LAR SOLAREDGE sE11400A—us000slvR2 (774) 487-7538 -PROPERTY PLAN . PITCH: 45 ARRAY PITCH:45 MP1 AZIMUTH: 192 ARRAY AZIMUTH: 192 MATERIAL: Comp Shingle STORY: 2 Stories OF PITCH: 45. ARRAY PITCH:45 �TAM� 'Dt 5!(�I1IED F MP2 AZIMUTH: 102 ARRAY AZIMUTH: 102 �. L STRUCTURAL ON' Y MATERIAL: Comp Shingle STORY: 2+ Storie AJRCU � 57 Hamstead In PITCH: 45 ARRAY PITCH: KANN MP3 AZIMUTH:282 ARRAY AZIMUTH: 282 61�s; 01999 Digitally signed by MafCUS Hann _ MATERIAL: Comp Shingle STORY: 2+ Storie mQ 1 1 (E)DRIVEWAY - - � ,rs , �� � Date: 2015.06.03 10:44:31 -04 00 o 'L Front Of House LEGEND ii � r (E) UTILITY METER & WARNING LABEL unto ,eE GAC a INVERTER W/ INTEGRATED DC DISCO Inv & WARNING LABELS Inv pC © DC DISCONNECT & WARNING LABELS s © AC DISCONNECT & WARNING LABELS co ° 0 DC JUNCTION/COMBINER BOX & LABELS lB Q DISTRIBUTION PANEL & LABELS W Lc LOAD CENTER & WARNING LABELS A S CH E B O DEDICATED PV SYSTEM METER - --0- 0 LOCATIONSSTANDOFF CONDUIT RUN ONEXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED ` INTERIOR EQUIPMENT IS DASHED POOL SITE PLAN N Scale:1/16" = 1' E W 01, 16' 32' 5 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN J OB NUMBER: JB-026976 00 � Regina Taurino SolarCity. CONTAINED SHALL NOT BE USED FOR THE BARREIRO DONNA - ..BARREIRO RESIDENCE 9 BENEFIT OF ANYONE EXCEPT SOLARCITY INC., UNTING SYSTEM: 57 HAMSTEAD LN 13.23 KW PV ARRAY NOR SHALL IT BE DISCLOSED IN WHOLE OR INomp Mount Type C , PART TO OTHERS OUTSIDE THE RECIPIENTS DUIES CUMMAQUID MA . 02675 ORGANIZATION, EXCEPT IN CONNECTION WITH 1 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE 49) AU Optronics # PM060MOO-27OW SHEET: REV: DATE: Madborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ERTER: PAGE.NAME T: (650) 638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. 774 487-7538. PV 3 0 6/2/2015 (888)—SOL—CITY(765-2489) wwmsolarcitycom OLAREDGE SE1140OA-USOOOSNR2 SITE: PLAN (E) 2x6 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) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C � (3) INSERT FLASHING. ZEP FLASHING C (3) S1 (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEALING WASHER. 4 STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES (6) INSTALL LEVELING FOOT WITH WITH SEALING WASHER BOLT & WASHERS. 15'-6" (2-1/2" EMBED, MIN) (E) LBW (E) RAFTER STANDOFF A SIDE VIEW OF MP1A -NTS S Scale: 1 1/2" - 1 MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 17" RAFTER 2X10 @ 16° OC ROOF AZI 192 PITCH 45 ARRAY AZI 192 PITCH 45 STORIES: 2 STAMPED TARRPED & SIGNED FOR C.J. 2X8 @16" OC Comp Shingle STR,UCTIURAL ONLY KM . . ca_ PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL A THE INFORMATION HEREIN JOB NUMBER: JB-026976 00 Re ina Taurino i,l�SolarCit CONTAINED SHALL NOT BE USED FOR THE BARREIRO DONNA. BARREIRO RESIDENCE 9 BENEFIT OF ANYONE EXCEPT SOLARCITY INC., OUNTING.SYSTEM: i,� y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 57 HAMSTEAD LN- 1123 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH ODULES CUMMAQ.UID,. MA 02675 24 St. Martin Drive, Building2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (49) AU Optronics # PM060MOO-27OW SHEET. REV: DATE: Marlborough, MA 0152 SOLARCIIY EQUIPMENT, WITHOUT THE WRITTEN -" Q PAGE NAME T: (650)638-1028 F: (650)638-1029 PERMISSION Q SMENT, WI INC. 1111SOLAREDGE NVERTER. 774 487-.7538 PV 4 0 6/2/2015 (888)—SOL—CITY(765-2489) www.solarcity.com SE1140OA—USOOOSNR2 ). STRUCTURAL VIEWS (E) 2x6 S1 4„ (E) LBW ( SIDE VIEW OF MP2 NTS C MP2 I X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED PORTRAIT 32" 16" RAFTER 2X10 @ 16" OC ROOF AZI 102 PITCH 45 ARRAY AZI 102 PITCH 45 STORIES:2+ C.J. 2x8 @16" OC Comp Shingle S1 4„ S1 20'-10" (E) LBW STAMPED & SIGNED FOR r SIDE VIEW OF MP1B NTS STRUCTURAL ONLY 4° 9„ 01 MP1B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED , (E) LBW PORTRAIT 48" 17" ✓.14 RAFTER 2X10 @ 16" OC ROOFAZI 192 PITCH 45 STORIES: 2 ry SIDE VIEW OF MP3 NTS AKKAY AZI 192 PITCH 45 a MAP: l!$ C.J. 2x8 @16" OC Comp Shingle No.29919 MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES f�oT �+� LANDSCAPE 64" 24" STAGGERED PORTRAIT 32" 16" ROOF AZI 282 PITCH 45 J J RAFTER 2X10 @ 16" OC STORIES:2+ �✓e'; F t y, ARRAY AZI 282 PITCH 45 C.J. 2x8 @16" OC Comp Shingle (� PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-026 9 76 00 Regina Taurin0 �,la SolarCit CONTAINED SHALL NOT BE USED FOR THE BARREIRO DONNA- BARREIRO RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: I�, y NOR SHALL IT BE DISCLOSED IN MOLE OR IN CompMount Type C 57 HAMSTEAD LN 13.23 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES CUMMAQUID, MA .02675 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (49) AU Optronics # PM060M00_27OW SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRIITEN INVERTER: PAGE NAME„ T. (650) 638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SERTER: GE sE>>400A—us000sNR2 (774) 487-7538 STRUCTURAL VIEWS PV 5 0 6/2/2015 (888)-SOL-CITY(765-2489) www.salaraity.cm GROUND, SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number: Thomas & Betts Inv 1: DC Ungrounded IN 1 -(1)SOLAREDGE # SE1140OA-USOOOSNR LABEL: A -(49)AU Optronics PM060MOO-27OW GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:44 812 171 Tie-In: Supply Side Connection Inverter; 11 OOW, 240V, 97.5%d w/Unifed Disco and ZB, RGM, AFCI PV Module; OW, 243.1 PTC, MC4, 40mm,BlackonBlack, ZEP, 1000V, 50P F ELEC 1136 MR Underground Service Entrance INV Voc: 38.5 Vpmax: 31.8 IN 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL V, So City (E) 20OA/2P MAIN CIRCUIT BREAKER Invert r 1 E WIRING CUTLER-HAMMER O Disconnect CUTLER-HAMMER 200A/2P 7 Disconnect 6 SOLSE1140OAA USOOOSNR2 DG MP1: 1x17 B 60A C -_- Z EGC ------------ -- - 3 _ -------- - Li A a Li DG- 3 MP1,M)P2,,MP3: N DG I 4 (E) LOADS GND - ---- GND --------------------- -EGCI --- DC+ bC+ MP1: 1x16 (1 3) _ GEC l N Dc- DC- r---� GND EGC - --- --------- ----------- - -'-----=- --- EGC -- ---------- - �� F, N - - (1)Conduit Kit; 3/4' EMT - - J - - - - o EGCLEC I -�- GEC-r- 1 - TO 120/240V SINGLE PHASE UTILITY SERVICE i I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP Ol2)Ground Rod; 5/8' x 8', Copper B (1)CUTLER-HAMMER #DG222NRB /� A (1)SolarCitYY 4 STRING JUNCTION BOX D -12)[LSCO !IPC 4/0-16 Disconnect; 60A, 240Vac, Fusible, NEMA 3R /-� 2x2 SiR GS, UNFUSED, GROUNDED Insulation Piercing Connector, Main 4/0-4, Tap 6-14 -(1)CUILER- AMMER #DG100N6 D\, (49)SOLAREDGE j�300-2NA4AZS S Ground�Weutral Kit; 60-100A, General Duty(DG) r �/ PowerBox 0uptimizer, 300W, H4. DC to DC, ZEP SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(1)CUTLER-HAMMER #DS16FK AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Class R Fuse Kit nd (1)AWG #s, Solid Bare Copper -(2)FERRAZ SHAWMUT#TR60R PV BACKFEED OCP Fuse; 60A, 250V, Class RKS -(1)Ground Rod; 5/8" x 8'. Copper C (1)CUTLER-HAMMER #DG222UR6 (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL Disconnect; 60A, 240Vac, Non-Fusible, NEMA 3R (I)CUTLER-HAMMER #DGIGONB ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE Ground/Neutral It; 60-100A, General Duty(DG) 7 1 AWG 16, 1HWN-2, Block 1 AWG #6, THWN-2, Black (I)AWG #8, THWN-2, Blade Voc* =500 VDC Isc =30 ADC (2)AWG #10, PV Wire, 600V, Block Voc* =500 VDC Isc =15 ADC O (i)AWG #6, THWN-2, Red ©�(1)AWG #6, THWN-2, Red ® (1)AWG #8, THWN-2, Red Vmp,=350 VDC Imp=24.36 ADC O 0)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.94 ADC (1)AWG 16, THWN-2, White NEUTRAL Vmp =240 VAC Imp=47.5 AAC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=47.5 AAC . . . _ . . . . (1 AWG 11Q, THWN-2,.Green EGC. . . . _ _ . . . . . . . .70 AWG #6,.Solid Bare.Copper. GEC. , . -(1)Conduit,Kit;.3.4".EMT. . . . . . . . . . . . . . . . .-(1)AWG #8,_111WN-2,.Green . . EGC/GEC 0).Conduit.Kit;.3/4":EMT. , . . . . . . . , O (1)AWG #10, THWW-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG . . .#10, P. Wire, * . . . Black. . Voc* =500 VDC Isc =15 ADC 5PF(1)AWG 110, THWN-2, Red Vmp =350 VDC Imp=12.94 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.18 ADC . . . . . . . . (1 AWG #10,THWN-2,.Green. . EGC. . . . . . . . . . . . . . . . . . . . . (2)AWG #10, PV Wire, 600V,"Black Voc* =500 VDC Isc =15 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.18 ADC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIP110N: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-026976 00 BARREIRO, DONNA BARREIRO RESIDENCE solarCity.Regina Taurino ' BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR MALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 57 HAMSTEAD LN 13.23 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S. MODULES: ' C U M M A QU I D M A 02675 ORGANIZATION, EXCEPT IN CONNECTION WITH r 24 St. Martin Drive, Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE (49) AU Optronics # PM060MOO-27OW SHEET- REV: DATE Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ,1 Q Q PAGE NAME T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER. 774 PV 6 a 6/2/2015 (888)-SOL-CITY(765-2489) www.solarcity.com SOLAREDGE SE11400A-US000SNR2 ) 487-7538 THREE LINE DIAGRAM *.r�,tc�� J1ia �?a �K:rC�l�Y��•' w�,�,�v .��,� F •�'a`Cs :• a��°�i 3 t ♦thy Fr'f��'sv�r��y'y.�P` �`�"'6t by.4�r i f! eb �•.�. � yR 4 • w t r+s ,�4.�ij.'�� ray li ...•.b r"'n � �,' .flrxj'�•s '- ,�t �,.r es n 1 5j .�1 ft+ r��f�,� �3 ��i ti�'•'�"` ast"€ �' �'.'�.s�>T1 (dy.o �'4' a, � �� F� a�+�:.ATM,/r.� �yCt �� .- Y�AC' ..w.. 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Comp Mount Type C 57 HAIVISTEAD LN KW PV ARRAY ! • • r • • • •! 026.7524 St. Martin Drive, Building Z Unit 11 • • /. • 1.1 11 1E NAME , 7 • 7 r / 1 ll + 1/1 loo. .. R•� ' c rye' � ��+ 1 •y�'� �� j w r • v c :'• '"a Arm. �`=` i�a.' •� f/ �,s+'y�. :.. .....,; _ r .Y_e..Y� s,�Fod^5.*• ".�.� �.�- Jy� i IN i ' Q i r fr.��.. .. ... .� :P`P May' ,j ". Y �-.�y�'� pl•d '.�•1_ �•µ�`� ... r " •so ,st,.�;��s� I � Fd�.,�& ' q ' jo , . _.xv iA PREMISE OWNER: DESIGN: • iy i o 1l tg, al Pad N ,�,�► �1 o p�ggr I1yy _ P � �,�,, a,-cM ,"j � Y1�,ti�i •f 2 a'G`,xL �44.,,��''��l,�l.��:P0. ��2y� +y�(� _ .I�.n h.F:aF�•rv'.♦,rA'�' �.+.6, IE 't �� � � , - ` �.' . tti!11 "'+ " "`'X`.h4 �l 7 .._'4b ,��M,�aK� .�' .' �• i ��• 7.L1.��1'1J1►��y� Y 11 • 1 1 1• 1 1: NUMBER: •1' l 1 1 1 1 1' • • Mount •` "• 1 1 i' 1 1 7 CUMMA• 1'• 1 1 1 11 1 , Drive,24 St. Martin 1 1 '• /• • 1.1 11 / PAGE NAME. a 1 Building0INVXIT 1 1 7 1 7 a i RENDERING • 1 1 1 • 1 1 P 1 1 1 • / 1 411A 111 5 i �oJr, :� - ,� N ^ e t . - a , . .a Satel I ite Rendering -0 2 6 9 7 6 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B \`�,�SolarCit y. CONTAINED SHALL NOT BE USED FOR THE BARREIRO, DONNA BARREIRO RESIDENCE Regina Taurino W4xM' BENEFlT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ON NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 57 HAMSTEAD LN -13.23 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES CUMMAQUID MA 02675 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive, Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (49) AU Optronics # PM060M00_27OW SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ,1 Q Q PAGE NAME Q T. (650) 638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER: 774 487-7538 PV 8 0 6/2/2015 (888)—SOL—CITY(765-2489) www.solarcity.com` SOLAREDGE SE11400A—USOOOSNR2 � ) SATELLITE RENDERING ELEVATION Scale: 3/16" = 1' CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B—0 2 6 9 7 6 00 PREMISE OWNER. DESCRIPTION: DESIGN: �SolarCity.CONTAINEDD AL Reina TaurinoSHALL NOT BE USED FOR THE BARREIRO, DONNA - BARREIRO RESIDENCE � 9 BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: � NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 57 HAMSTEAD LN 13.23 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES C U M M A Q U I D M A 26 75 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (49) AU Optronics # PM060MOO_270W - SHEEP 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. P V 9 a 6 2 2015 SOLAREDGE sE1140oA—us000sNR2 (774) 487-7538 ELEVATION / / (688)-sDL-aTY(765-2469) www.solarcity.com Label Location: Label Location: a Label Location: (C)(CB) ie (AC)(POI) o (DC) (INV) Per Code: _ •- Per Code: _ a Per Code: NEC 690.31.G.3 0 0 0 0 00 ^ • ° NEC 690.17.E °° o ° ° °_ ° ° NEC 690.35(F) 77 Label Location: o o o - o 0 0 TO BE USED WHEN o•o ° - o -o ° 0 ° INVERTER IS . O O. © w (DC) (INV) -o o o p Ok Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: o o V u•"o� o o ;77 � " .. (POI) o � (DC) (INV) ` - o$ ° Per Code: -,, Per Codes , a •i-o +®o o , o �, , NEC 690.17.4; NEC 690.54 y; NEC 690.53 O ` • " • VA ° O r �GIs�kg`• °- ° { �h 9 � .© O � '�:. _. - - -7 k Label Location: =X f o w (DC) (INV) Per Code: NEC 690.5(C) Label Location: POI . ., � :• - .; . Per Code: ' NEC 690.64.B.4 Label Location: (DC) (CB) „, •, : . . , Per Code: Label Location: o0 o Yoio ). o°"►�:� :`e NEC 690.17(4) ,. (D) (POI) Per Code: NEC .64.B. - C 69 4 Label Location: _ - e (POI) Per Code: jo - ° NEC 690.64.B.7 Label Location: o o .; AC POI Soso, 0 0 (AC): AC Disconnect O O O ( ) (POI) _ - (C): Conduit Per Code: ° a NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center WR Per Code: (M): Utility Meter NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR t OF 3055 gearview way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �• San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set T:(650)638-1028 F:(65o)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE eola 'to (888)-SOL-CITY(765-2489)www.wlarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. s ^SolarCity ZepSolar Next-Level PV Mounting Technology -,SolarCity I ZepSolar Next-Level PV Mounting Technology Zep System J Components for composition shingle roofs ;r GTwne Zep Iamrlodt Qrci ab.sh Kn .Leveling Fnn1 '-'_ + `-•~i,4. _ F nFY _71 ZCp CornD?tfidc 1'Y ModrlC � ''��rr ''�•" . Rmt ARxanncnr - Array Skirl QOOMPgT� ,. AO°aF Description v PV mounting solution for composition shingle roofs cemvat� Works with all Zep Compatible Modules . Y l k• • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules • Auto bonding UL-listed hardware creates structual and electrical bond V Comp Mount Interlock Leveling Foot ®� LISTED Part No.850-1345 Part No.850 1388 Part No.850-1397 0 7 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 /ems Specifications Mounting Block to UL 2703 C'V 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 f • 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 �Ik • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850'-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep 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 Zap 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 forverifying 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 SolarEdge Power Optimizer solar 00 � l§ r 00 Module Add-On foe North America P300 / P350 / P400 SolarEdge Power Optimizer " I P350 P400 - Module Add-On For North America ` (f�r6D�e11P� (forodule PV (forodules)v s � ��;{�' modules) modules)- modules) I INPUT P300 / P350 / P400 f �,........44D.....:........W. R k 4 Rated Input DC Power' 300 350 r �,. Absolute Maxmum In ut Volta a(Voc at lowest temperature) 48 60 80 Vdc MPPT Operating Range ..8-48 8 60 8 80 ...Vdc _ E S J.x�• t�; Maximum Short Circuit Current Isc)...... ..io..... ... ........... ..... ....Adc ... _ ........................ sip t"Yk Y 7` Maximum DC Input Current ....... .. ...... .. ................ .. ...... ...Adc... ............. ................... i .:, Maximum Efficiency ................ ..................... ......... .. ...995.. ...%.. . --r ....a............................. .. Weighted EfficiencY........ ...................... ......... ........................ ......... .................. ............... .................... . . ;` Overvoltage Category _ II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Out Current... ........... .... .. .............. ...... ..... ... .. .........15......... ........... .. _.Adc... z, ................................... 60 Vdc ' ''_.��, Maximum Output Voltage /' ' •o i .OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) - Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE - ..., ..,.. ..,.....,.FCC Part15 Class B IEC61000 6 2,IEC61000-6 3 ............. �'Itr��,; q .. y Safety................... .............. .... .....IEC62109,11class.IL safetY),.UL1741..... ....... .. ... #ys", "�* `U ROHS .............. .......... ....Yes .. 'INSTALLATION SPECIFICATIONS I d Maximum Allowed System Voltage........... ................ .......... .. ............1000_ ...._.,..... ......... ..Vdc 141x 212 x 40.5/5.55 x834x1.59mm/m ..` _. ............. ...................... ..... .... ................ ........... ... ...... (including ca le.. ....................... ...... ...... ..b.... ............... ............... ......................MC4/.Am henol/Tyco Input Connector ............ P..... ...... ...... ............ ......... -;.. `^ pJ.;; _-'� I Output Wire Type/Connector Double Insulated;,Amphenol ............................. ............. <�.: Out ut Wire length .. ....0.95./.3:0...... ............. ...1.2/3.9...... ....... m/ft - _,z,. ,; .............................. .................. ..................... .......... ... .... ...... ... Op erating Temp erature Range............... .................. ....................... .. -+85/..40.+185.......................... .C/'F... c,.',: Protection Rating - ............... ......I 65/NE ........................... .. .......... ........... ............... ........ •�- ., r ' �, T Relative Humidity ...................... .....................................100 A ....................................... .. #y 4. v�ryr �' 31 �^ �I Rrt dStt powe,oft�e motluie Mo 1—fup to+5%pp rmlerane 11—etl I 4 Pv SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE. THREE PHASE THREE PHASE INVERTER 208V 480V PV power optimization at the module-level Minimum String . Length Power Optimizers) 8 10 18 . - ................... ,.. ........... ...............I......... . Maximum StringLength Power Optimizers) .................. ..... 25 ..... ...... 25......... ...... 50......... ... .................... .... ............ ............. .. .. .......... ...... .... ...... ...... .. — Up to 25%more energy Maximum Power per String 5250 6000 _12750 W .................g.......................................................... .................................................... .................................... Superior efficiency(99.5%) - - - Parallel Strin s of Different Len hs or Orientations Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading ' Flexible system design for maximum space utilization . . Fast installation with a single bolt - „ ,- .. : te, ,�•S','a:�. ..,.:.ae..a.�s - .. d.,�i., -. - Next generation maintenance with module-level monitoring . . - - Module-level voltage shutdown for installer and firefighter safety - n - USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWw.SOIBrer)ge.u5 - mwnptx4a K Single Phase Inverters for North America solarKo Xo .,. Ko O SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-USsoIar Q ,rt �� �- SE7600A-US/SE10000A-US/SE11400A-US 7z} €.a*a. •+"" „s€ r> -" Y In��' ' SE3000A-US SE380OA-US SE5000A-US SE6000A-US SE760OA-US SE10000A-US SE1140OA-US OUTPUT 3 �� •-,�-�� �v, 9980 @ 208V SolarEdge Single Phase Inverters r ` Nominal AC Power Output 3000 3800 5000 6000 7600 10000@240V 11400 VA For 1 V 1 l� /`11 1 F G r I Ci C� Max AC Power Output 3300 4150 6000 . 8350 12000 VA �° 5400 208V 10800 208V AC Output Voltage Min.Nom:Max.* 0✓24 ✓ OV 10950 24OV .183-208-229 Vac SE3000A-US/SE380OA-US/SE5000A-US/�SE6000A-US/ .Output Voltage Mi ....,,..Ma.... .....,.......... ............... ................. ..............:. ................ .................. ..:............... ...:....... • 'k +' _ .= � "�- AC Output Vol[age Min.Nom:Max. .. ✓ ✓ ✓ ✓ ✓ SE7600A-US/SE10000A-US/SE11400A-US 'b 211-240-264 Vac ., •., •... .................. ................. .. .... .............. " €<` AC Frequency Min.Nom.:Max* 59.3.60-60.5(with HI countrysetting 57 60-60.5) •Hz 24 @ 208V 48 @ 208V.. ''i, ^ .� •"�' a"^- - `" "' Max.Continuous Output Current 12.5 16 25 32 47 5 A ' ;✓s .. ";. ., ,x 21 @ 24 .... ........... .. 42 240V Utility Monitoring,Islanding i Protection,Country Configurable Yes u . `werte} Thresholds : ;INPUT r L'25 i —-- - m wf: Recommended Max.DC Power** ""'•, d jests „ "'" L 3750 4750 6250 7500 9500 12400 14250 W It3Y m.- as..,••. '" �STC)..... ��Warra r ............... ................. ................ .............. .................. ............... . ........... ....... ....................................................... Yes. ........................................................ ........... +.,,., ,- a' •< °� slnput Voltage. .................. .......................................................... ... .. ...... ........................................... Vdc ... an •+=e,� + "' I*= Nom DC Input Voltage 325 @ 208V/350 @ 240V ••.Vdc. * ,.m ......... .... .... ... ... ............ ......... iii 16.5 @ 208V 33 @ 208V Max. Current*** 9.5 13 18 23 34.5 Adc ...I..... 15,5 @.240V.,............. ..............I..34:5.@ 240V..(.................. ... . w„ , . Max.Input Short Circuit Current. ........... .... 30 .......................4.. ...................... .Adc.... + +i •„, •. „.' ..Reverse-Polarity Protection..... ..Yes .. .... r.. : c: - ,.• •K ....... ......... ..... .... .. .......................................... ..... ..... . . . ..... ... " - Ground-Fault Isolation Detection 600ka Sensitivity # ...... .. ..... .. ..... .. .. ..... .. ..... ..... ...... .. ..... 'gym .................... Maximum Inverter EfficiencY... ... 97:7 98.2 98.3 ....3 .,98. 98 ..98 % .......... .................. .. .. ..... .97.5 @ 208V. .... .. ...97 @ 208V.. .. .. _•_ '*' f aw" .�, CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 % .. S+.A *'r .- - '. '*,S .. .. 98 @,240V..I.............. .............. ..97;5 @ 240V.. ................. �.. ..............owerCons...Consumption .............. <2.5... ...... .. <4.... .W ,, j•� -fc 'rt�`�` ���:, _ Nighttime Power Consumption •„. I.. - - „'€'S' '�`."'a a°_' ,t'+.r' .���".'"'+"..t '`"'',','.._' , '-,€'..;� t .r ., AL'FEATURES .ADDITION Supported.._ ,,. .., r`-_ €_;.-._ _;::;3•'e�'z rk�,S.';-Ss µ`+&d,.. :.,.A'R'{"s` +�.,,e�;tt,3+'k. ri„;'�'+:.-*w .6^9 '�=--b*::.. �` �,,,`,..:...xS"" a. .. Communic ... .. RS485 RS232 Ethernet,ZigBee(optional) ................... ................. ..... ...... ................. Revenue Grade Data ANSI C12.1 Optional STANDARD COMPLIANCE x n : " + ,. r1L: ....... .... ......... .. .. ......... Safety �..�...^.....r.... ` ,r' ">r`" u,+,'s.. t ,; 't`y ". T.,, +� ...................................... ... ......... .............. ... .........16IE El 47 98 uu741 uL ,can zz z ••:_ Grid Connection Standards.... ....... EEE 5 Emissions ....... ..... ......... .................. ..FCC part15 class B INSTALLATICIRSPECIFICATIONS i '_ :f?i` r ' J'*r "4 ,,. `y •.4" `' AC output conduit size/AWG range .•••,,,3/4 minimum/246AWG„.,.,.....•,•••, _... .•,3/4".minimum/83 AWG.__,,.••.••, ......_., ,.{. • ;:." .. ,E^;.;. ..... .. ........ .......... ....... DC input conduit size/#of strings .. .. .... .... -�•, ; _ _y,, �r �r; -��n e:`,,,� •r �;•`^., 1" ^ �:�,., + _ .. *� .��t�4 ,�,r �� 3/4"minimum/1 2 strings/24 6 AWG 3/4"minimum/1-2 strings/14 6 AWG . .• AWG range... ....... .... ... ... ... ....... ....................................... .. wai; q .. ... . ... ,. : sts,.. t asi x�'a;... ',� • •Cr-s.,at , �z',.. Dimensions with AC/DC Safety ..30.5 x 12.5 x 7./.. ..30.5 x 12.5 x 7.5/ x ...In:/.. .. 05/775x315 260 Switch ...... ................. .................. mm ... ...................................... Weight with AC/DC Safety Switch•• • • ••..../23.2 54.7/.24.7 ..88.4/4... lb.kg _ 30.5 x Cooling NaturaIConvection Fans(userreplaceable) .. ...................................... ............... ........... Noise <25... ..................... 50....................... dBA.... The best choice for SolarEdge enabled systems .......Ope.r........................ .............................. ................. .......... ... .Max.Operating Temperature - - -13 to+140/-25 to+btl(CAN version****-40 to+60) 'F/-C w Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance g .................................. Protection Rating NEMA 3R Su ...................... ........ ...................................................... .......... erior eficienty( ) For other regional settings please contact SolarEdge support. Small,lightweight and easy to install on provided bracket "Limited to 125%for locations where the yearly average high temperature s above 77'F/25•Candto 135%for locations where itis below77•F/25•C. For detailed information,refer to htt //•^•^•.solaredge.us/files/odfs/inwrter d ov rsi In hl df t Built-In module-level monitoring ••`A higherAN current source eligible forthee used; rio heFIT and miinverter will innit l7lmicro,input current rrentt theSaluues stated. � - Internet connection through Ethernet or Wireless { _+, Outdoor and indoor installation 1 � J - Fixed voltage inverter.DC/AC conversion only II Pre-assembled AC/DC Safety Switch for faster installation Optional-.revenue grade data,ANSI C12.1 sunsa:c USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL www.solaredge.uS tuistu i[Yigv ll�fP>Zi GreenTriplex PM060M00 (260 270Wp) Gre' enTriplex - Electrical Data Dimensions tutu[inch] Typ.Nominal Power PN 260 W 265 W 270 W FrontView 983 Rightview 4S PM060MOO _ _ (3a 70) �[LSYJ Typ.Module Efficiency 16.1% 16.4% 16.8% Typ.Nominal Voltage Vmp M 30.8 31.3 31.8 Typ:Nominal Current Im,(A) 8AS 8.48 8.50 Mono-Crystalline Typ.Open Circuit VoltageVoc(V) 38.0 38.2 38.5 - - - Photovoltaic Module -- Typ.Short Circuit Currentlsc(A) 8.96 8.98 9.01 1639 '+..`.+r•..� � y Maximum Tolerance of P. 0/+3% • • (64s2> '�` 'a• # ""•.r"v�'w '•" "•`• «.,. - •Above data are the eHecvve measurement at Standard Test Conditions(STC) '��' -� ��. �K _ •STC:nradiance 1000 W/m',spectral disrribuuonAM L5,remperature 25 t 2-C.in accordance with EN 60904-3 114,�'�#y#e##- �'�..". ++r ,. •"' •The g1wn electrical dam are nominal values which account for basic measurements and manufacturing tolerances of 10%with the , A #!.�►# '�rw• °~„� ,�,. .�,... ..., .,� .. Power Range exception of PH The classifications is performed according to P. �t►�•,�-ow+r,r�..=-e. , -s..�"..,,•""1 260_270 Wp •270W modules will be available from Q2 2014 t �� » .a �..� •aa , �• .. �� ,.� .a, ,,, „o, � _ ... ,�- �,,. -• O Temperature Coefficient ;,f."8`wn '"rn'*' '�`.` a •.r.�'",�"'°�"`, .l NOCT 46 t 2"C. - .. Typ.Temperature Coefficient of PN -0.44%/K 928+ d " Highly Strengthened Design Backview [36S4] "� `r s, „'• Typ.Temperature Coefficient ofVoc -0.30%/K (oitancebeween woMountlngHoles) __ ___ ' ••.>y�•i w ,w„ - V Module complies with advanced loading tests to _ _ _ --- ------ 7 �t meet 2400 Pa loading requirements Temperature Coefficient of Isc 0.06%/K 328 )unction sox T [045] !,� '• nyM�r.•rs. ,. ,y, ��� a�� •NOCT:Normal Operation Cell Temperature,measuring conditions:irradiance 800WW,AM1.5,air temperaare 20"C,wind speed l nvs [12.91] it 5r Mechanical Characteristics ti n y4'" fR'e�' •*�,_..+�w`•* IP-67 Rated Junction Box Dimensions(L xW x H) 1639 x 983 x 40 mm(64.53 x 38.70 x 1.57 in) _• F1200 *�� � 1�.•,• 67 Advanced water and dust proof level Weight - 19.Skg(43 Ibs) t47za] ,, �[133a1� rwrw- J •`yh 4 b •M1 Front Glass High transparent solar glass(tempered);3.2 mm(0.13 in) [3g70] F A-A Cross Section Cell 60 monocrysalline solar cells,156 x 1.56 mm(6"x V') Integrated Racking Solution Cell Encapsulation EVA LMounding >,iy .�� } � � '�.k ® Simplifies installation process and reduces labor Back Sheet Composite film(Black) (-] (�) Haetx4 a J �.• 4� - '"(�, _ costs at ? y` �� s F �•; Frame Anodized aluminum frame(Black) y r- .i��.,,q� �"�" Junction Box IP-67 rated with 3 bypass diodes , Groundin -? yt ri y� {h� 1 ooMvgT� Connector Type&Cables MC KST4IKBT4:1 x 4 tutu'(0.04 x 0:16 in'),Length:each 1.2 m(47.24 in) Holes x 4g I-V Curve IN curve vs diff.irradiance PV CYCLE Operating Conditions 90 •.ti, * � •,, `,.� ..rsa,ia+u.'•r^�'•',.�,ti: Mp +85"C �.o e.0 1000 W/m' Operating Temperature -40- eoo W/ma { w y�wnnyy � f Ambient Temperature Range -40-+45°C a bo Max System Voltage UL IOOOV b 5.0 a 'r 'RL +•tttFt-i•� 'a39.0 SSW/ma 3 3� �.ro� , fie + :w - Serial Fuse Rating ISA - 3.0 400VV/- --i •:%;` w`t"* Maximum Surface Load Capacity Tested up to 2400 Pa according to UL1703 201.0 Zuo W Rz ' •� ~�l��+y s,. x l r� ' _ - Warranties and Certifications 0'00 s 10 - is 20 25 30 35 40 .Product Warranty Maximum 10 years for material and workmanship voltage M tt a u.•#• t' Current/voltage characteristics with dependence on irradiance and module temperature. a "-�/.• - Performance Guarantee Guaranteed output of 90%for 10 years and 80%for 25 years � r _ •� -� Certifications According to UL 1703 guidelines,Fire Rating Type 2*2 "I:Please refer to warranty letter for detail - y - •2:Please confirm other certifications with official dealers ' Packing configuration y Container 20'GP 40'GP 40'HQ Pieces per pallet 26 26 26 � �}f • Pallets per container 6 14 28 f � Pieces per container 156 364 728 Dealer Stamp s AU Optronics Corporation No.I,Li-Hsin Rd.2,Hsinchu Science Park,Hsinchu 30078,Taiwan - Ber1Q , �lel:+886-3-SOU-8899 E-mail:KenQSolar(Wauo.com www.BenQSolar.com BenQ Solar /dap�?�� BenQ Solar is a division of AU Optronies This d-heet s primed with soy Ink Solar. �/4,�/�/! ®Copyright May 2013 AU Optronio Corp.All rights rved.Information may change without room. L; "ic Health Division Town of Barnstable PO Box 534 Hyannis,Massac US b 02670 Fax(508)775-3344 / Phone(508)790-6265 PROPOSED STURGIS RESIDENCE 57 Hannstead Lane Cummaquid, MA 12/12 PITCH "`(154N hLT EMiM4lei�'. I:�T'C1�1:�'I .T r 12 ...—I.!... —�12 PITCH 1-1 70 12 RIDGE !-I~v_ SNAKE. ---"____— '— �° ---- _ 2nCCLG -if •.::,�-r�� � 6"SURROUND '- dCLG_ O 0•CROWN ON YS FRIEZE •1 RAKE MOLD ON LS FASCIA 2ndFF-------- H - 4/12.PITCH ---- 2ndFF �a -- ---- -- 1°l __--_ cic ---_—__ SHAKE "' latac - 4"SURROUND 3 ' - U CAP W/FIASNING -i': _ 16 Jk WOOD SILL FF _ —____ - BSMT CI.0------- CEMENTBSb1T C16 —O FRONT ELEVATION SMOKE DETECTORS O.K. - SQUARCHART EFOOTAG E Fluor F 1 SF /a , 2Dd Floor Finished 1007 SF BARNSTABLE BUILDING DEPT. TBonus OTARoom 260 SF TOTAL Finished 32595E .Osage 520'SF F om Porch 127 SF Seemed Poch Z30 SF SCALE: 71 „ PLAN NAME: DESCRIPTION: PAGE: 1/4 =12 Fox Hall Front Elevation 1 of 8 b � 0 v�12 17/V R1W V/V PnW h MR m ICI 12/12 RIOT C Wlp WEE 1111����'"' al SHAKE a mane--- V/12 RMCH 12/12 RM H --- 2nLCEC owns(T/P) `1 lIIIIKE 4 1 1x B/11 y FT 91AKE LE..`I'TT 1 li o®oc� 000a PROPOSED _ STURGIS 1:3 000 0®00 - - RESIDENCE p 7 Hamstead Lane BEu : LEFT ELEVATION o SCALE 3/16"=12" RIGHT ELEVATION 'g °' Cummaquid, MA SCALE 3/16"=12" " V I e >V/z PUNI 12 12/12 PITCH V-0 IL 12/12 PITCH S..E ( I 1 _ 2na0.0 -p 1 1 `M 1 N M L e C00 i � 2 j MIM ODDCIMP)V M T J •-CORNEA 90 1 4 OD 1FG SEE e1N00V DEER; T' DECK OMITTm FOR anRlTr -------- 1a OAIA w/ BwntCIC------ IMOD ORF CAP o . TU c.r- FPIC.E 5 T01*10 DECK OMITTED FOR ROOF Shy-O" (0'-0" SQUA REAR ELEVATION SCALE 1/e" CHART AGE =12" HART SCALE 3/16"=12" 2ndF1—Fi i 1lot fi.i.hd 007SF Bon.Room 260 SF TOTAL Finished 3259 SF G.mp 520 SF From PmOh 127 SF Su—.d Poloh 2IO SF ' SCALE: 22 2I PLAN NAME: DESCRIPTION: 11:1PAGE: 1/4 =12 Fox Hall Elevations & Roof Plan 2 of 8 fia-o" WINDOW AND DOOR LOCATIONS z-o' zr-r 13•_10" 2110" WILL BE SITE VERIFIED 2846 DH 3/0 1/2 LITE SINGLE 2846 ON 10 b 2846 DH 28"DH SINGLE iv iV SINGLE SINGLE Cr QII mll mll , RAKE WALL N S ^C DIRECTION i v F DIRECTION PROPOSED 2/8 6/8 RO STURGIS 6 s b 5 RESIDENCE 2/8 6/8 RO 2 RO �+ �' /6 6/8 57 Hamstea - Lane e;; I I Cummaquid, NIA J DIRECTION m l I \I I Q 0 I A I 2/8 6/8 RJOIST STUB—IN DIRECTION �I I DIRECTION �I I� IiJ� DIRECTION ONLY 1 I m wREcnoN a J 3/2 8/8 RO1 .0 7 MECHANICAL I 1 N - 2.4 WALL I 1 to . I - - — — — — — — _ — — — - -_ - - 4"CONCRETE STOOP I 1 b I 16 1817'A" CRITICAL ~ I I ~ — — — — — — — — — — — — — I 3 1/7'OFFSET II I 7L3yi" 18=11" I 12-9%" 810" 131_0" 6•_6" I I N I I I I I I } I I I � I I I I f I I L — — — — — — — — — — — — � 221-6.1 tt'-6" 2110" SQUAREFOOTAGE CHART ALL STUD WALLS l rt Floor Finished 1992 SF god Floor Finished 1007 SF TO BE 2 x 6 UNLESS Bonus Room 260 SF TOTA-14p 520 NOTED OTHERWISE G °'°^� 3SF arege 320 SF F=Poch 127 SF li Sccened Porch 1LOSF SCALE: 1/49r=12rr PLAN NAME: FOX Hall DESCRIPTION: Basement Floor Plan 3 of PAGE: A 56'-0" 5C(CEt!A)6D PoKLH 16�J 5�10 19-1a 21tia' - vi 2862 DN TRIPLE 2862 DH TRIPLE lo I Po 280 DH W/4•PULLS UTAS I >r $4 61.1-1Ie0.1 Wo t.i•eR h ——— BREAKFAST 8 a, AREA 1� TREAD 42r KNEEWALL ` \---- --— / dt1"COUNTERTOP I I I I I 1 m I I (I I oPEK RAIL I MASTER 11 I 1 I II II I I I y I SLOE_ I BEDROOM I 1 FSLOPE i6 1 x I 11 I I I o lLY ROOM 1 r I I I I I I a L ______u L___-____I L--- _ I r - -I r- I r- -.. -1 `------ 1 I I I I I — � . KITCHEN I -- PROPOSED 773�1 • Q STURGIS • r---� 1 I I I I 1 RESIDENCE 13e6N u-e�-� 1 I I 1 I I � epy I I I � 2, - __= =____ 57 Hamstead Lane R b c�-� �' Q MflSDHRY F,� Cummaquid, MA H j r-o" I�-�-� OI[�' ac e STUDY/ r----1 a LIVING b I6>. ZflED 11 I I FOYER i L -- W/�• I --i r----i 1 I 11 t i I• S b. g ' 11�T�T�7/�I 1 2862 DH 2862 DH a 4 jb I �11\119 V 1 SINGLE SINGLE 4L �3 " Im I i 112-2 I I l g 2/8L. -.j L---- •-----1 , 1� uo ------------, pC, I I ,, I EXT. DR W/ 112 Box CGWM: ELLJP TOP I L --I L---- ----1 i c I 28 2 ze 2 b b ; TRU AD MRA El Diy v I O � ,M GARAGE -----------_I . I =1 1 1 16 1 I >b s I c3 I 1 I • 0 1 I $ I i II ------------ 286t DH 28 OH S GLE 6�-8• a 8'-C' r-1 " IS�J" J'-1 Si 10 4'-1 SAY f-6• 3�J" SQUACHARTTAGE m- � CHART � tea, P2'-� 12`8„ 1sgot Floor Finished 1992 SF d Floor Finished 1D07 SF Bonus Room 260 SF j TOTAL Finished 3259 SF AL G—V szo sF From Pasch 127 SF Screened Porch 2.10 SF SCALE: f1 )1 PLAN NAME: DESCRIPTION: PAGE: 1/4 =12 Fox Hall First Floor Plan 4 of 8 —j� 21'r W-ta, - Ir-m ern• 2052 DH 7HIPLE �. 91/4°MULLS r------------------------------ ------ � t ' I SON'S 3'r r-r ROOM ,a, t FW 7-- , ;. VI' ny B,FeI r, o PROPOSED w I STURGIS BATEJ RESIDENCE e z6 t 1 uj, I 57 Hamstead Lane 1 e k � 1 1 a 1 t CuI11i11aquid, lVlA I DAUGI�TER'S ? t 2/4 BEDROOM ' x 0 1 OFFICE :5 ,a -- GUEST rlIR171 BEDR. OM ?-Y - .- --- ---------J- - t X 1 1 es-o° j 31-4• 4-1 - SL6x° 1030 WN ' 1 I w 1 ty Fl 1 w I a 1 lw 1 1 m AU�m i 1 1030 1 j i 1 TOP 1 1 M/DH CENIER �- ----- ----- —' 1 I 1 1 to 1 $" PLAYROOM Sy V CLO UNE �1 I 1 I 1 6 I 1 I °o V W 1 I 1 i 1 j 1 1 I I AU W L I o / j � 2H52 DN 1 I 1 1 SINCIE 1 1 C`uART 14 flow Fbfted 1992 SF 2nd Floor Ft d t d 1007 SF Y>tiC 20'-d' tri-O^ Bones Room 260 SF TOTAL FbdsW 3259 SF ti6=a' Oereye S20 SF Fmnt Pwah 127 SF Sveened Forth 2to SF SCALE. » rr PLAN NAME: 1/4 =12 Fox Hall ° 1P10N Second Floor Plan PACE. 5 of 8 1 - 1 Electrical Legend GUIRACf0115 RMOME IN WNW RM& M ALL IOW-MMLAL MD FAIM& man ®IV-f/t-aRe•O �-�nle D(pl {•j -...................... . ..-.Q-,--__ JI IID MI Xbsiirq' --7- -" \ �no CL4 1-f-•�. i • ©OaN fm lq Uillf I I II II 0 L--------J L__ -_I L--------J , d -• / /.-. /.�. --------'1 r 9 --I r--------- SD I i i yj ! PROPOSED �._ STURGIS ' RESIDENCE ' ! O ; > i 57 Hamstead Lane � u• Cumma q 1 , MA 1D _ 1 11 ------------------------------- 1 , j t i 1 I ' n&n ----------\ fi ro IIT I 1 I I --� First Floor Electrical 1 Scale 3/16"=12" 1 I IIDDR I - I I y 0 ----- n , 1 I i 1 ----------------------------1 1 . _ 1 L--------------i 1 J 1 1 I I 7 Second Floor Electrical SQUAREFOOTAGE ,> CHART Scale 3/16 =12" IsI Ft=FlMbW 1992SF I I 2nd Floor Fiois6ed 1007 SF 1 ' , B—W ROOM 260 SF 1 TOTAL FiAM d 3259 SF Garage S20 SF I ; i 1 I FF1mf Posh 127 SF -------- _----_--' • Semened Pole6 210 SF SCALE: �� PLAN NAME: DESCRIPTION: PAGE: 1141 =12 Fox Hall Electrical Plans JIM 6 of 8 FLASHING ——————— METAL FLASHING BEHIND SDING/SONOtES OVER TOP OF WOOD CAP 1 1/2"WOOD CAP Y'BEDMOULD 6/4'ffi'SURROUND W/4" EXPOSURE AT TOP OF WINDOW 12 SEE ROOF PLAN OR 5/4"M"SURROUND ELEVATION SHUTTERS 2A RAFTER 2.RAFTER:Tr ACING ROOFING SHINGLES ON IV BLDG PAPER AS REW 3/4"PLYWOOD ROOF DECKS! BLOWN OR I Lam IF PETAL DRIP FLASHING GIFIM ON EXTENDED WOOD SILL PROPOSED IXfl FASCIA 2=CWNC JOIST STURGIS - 2A4 OUTRIGGER k IFIIOER ,/r GYPSUM BOARD RESIDENCE 1/r'r'EK'F PLYWOOD soFF1T 1�0' . w/ GDNTNDous vllEr 6"CROWN MOULD 6//4°412' _ 57 Hamstead Lane FFOQE BD(FURRED 6UT 3/4") WOOD SHINGLE b . 3/4"SHEATHING ED Cummaquid, NIA 2a PERIMETER JOIST 5/4"YlO'WOOD BAND W/IOOD DRIP CAP 2-204 TOP PLATE n . IFNN FNISH PER SPECS I/ I 2.4 STUD WALL W/BATT INSULATION - WINDOW DETAIL SCALE 1" V—o" FINISH FLOOR ON 3/4" PLYWOOD SUB FLOOR 2.4 SHOE PLATE 2.FLOOR JOIST CANTILEVER JOISTS DYER tat FLR BRICK/STONE FOUNDATION PS (NOT NECESSARY FOR STUCCO FOUND) 2d PT SILL PLATE ANCHORBOLT 3 1/2"RAKE MOULD t0"CONCRETE FOUNDATION 6"CROWN WALL W/4"BRICK LEDGE i 3/12 PITCH GUTTER ON —� bd!FASCIA BOARD . SLOPE GRADE AS REQUIRED� 5"FRIEZE ON(FURRED 7': 1 FRIQE BD(FURRED ON 3/4") . � .. 4"CONC SLAB W/Br8 W.W.M.ON 4 NIL POLY 5/4".V'CORNER BD ��•--1• V.B.ON MN 4"COMPACT FILL OONIINOUS CONCRETE FOOTING let FLR .. -.. _. .REINFORCNG.AS.RFi01ARED.........-__. .::_r c':�•1.;, y1_.a.• ........... ..REINFORCED FOOTINGS REOD .... .. .. _ ....is.-O" - 6,!...-. .. ....-.1LO,... .. .. .. •'•t' UNDER ALL LOAD BEARING WALLS FOUNDATION DRAIN AS REOUIRm RETURN DETAIL REFOOTAGE WALL SECTION SCALE i' = i'—oa SQUAcT�ART SCALE 1/2" 1"-0' Tat Floor Finished 1992 SF MIOIE 7105 IS A TYPICAL SECTION . god FWor Finished 1007 SF ELEVATION NOTES WILL OVERRIDE ANY Boma Ra 260 SF ODNFllRNG NOTES FROM WALL SECTION 70TAL FmLd d 3259 SF Gouge 520 SF Fmnt Path 127 SF SamnW Paeh 192 SF SCALE „ „ PLAN NAME: DESCRIPTION: PAGE: 1/4 =12 Fox Hall Wall section & Details 7 of 8 BATHROOM CABINET ELEVATIONS SCALE 1/2"=12" LIN3 0 0 PROPOSED ® VwIt 30" ®1—, 30" ® S 1 IJ GIS RESIDENCE UPSTAIRS HALL BATH BATH MASTER BATH ! 57 Hamstead Lane Cummaquid, MA 2ndCLG 121OR I X 10 F.1 ® ® CAP g FogPINE 0 CHAR gal 00 Li S PPAN f. � PANS. t� 3/4/4'®Rql RrW9W i_. istCLG 3/f 81ACJi PLWW WVE WOULD gPMEI 3/r IF r �.� a � SASE CAP ------FF BggX/SiONE'HEARTH .. _. _----asmtGig FAMILY ROOM FIREPLACE MANTLE w SQUAREFOOTAGE SECTION A- A _ ,`L m ,et F1eor Fiokhed 1992 5F . god Fbor Fink6ed 1007 SF / /1 11 :i — FF 3259SF . .. ..us.Anam 260.SF SCALE 1 4 12 .--------------------. --------------------- GFNOUND TOTAL Pinl7hed L - ___/ _1 Oysge 520 SF Ffom Fomh 127 SF smmed Fomb 192 SF SCALE: PLAN NAME: DESCRIPTION: PAGE 1/47f : =12» Fox Hall Section & Details 8 of 8