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'i,:c, ;.isi•' ..,:e_..1i,,I.,1 i,Y,IY.,Ii...., .,• .:',,',.:.2--.,„;,,,,,i'.,:,r•..;;,‘e,,'•,.•, •.,:?..`,-,i•,,-„,-,•,,,, ....-,, ';',,,'•;'':!;-:,''i,;•'-,:„7/2,1----,'.:::';„1:i••:2;!:, -,%';•,:', - ki„i,„ :, i,--,;,:c.,,',J,„t,g. ,,-;,•,• ';.k,;;;;;;•.;-.ri:;,,,0*zA1 ,1;i.isli,1 , -,a0,41.ei.,A,,!.3,,I.go'.. ,6r,d,,a,„1.--4 •,--,1,,',1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map S S 5 Parcel 07 S 0o0 ., �A. Application.# Health Division ila Date Issued: -lZ—r4 PP Conservation Division } Application Fe S� Planning Dept. - Permit Fee Date Definitive Plan Approved by Planning Board 1 � "raf Historic - OKH Preservation/ Hyannis, �� - CW1- -i (td ( ( I 1( Project Street Address 40 CAL - E Ll £ Village PDA-(L4sSIDC Owner Wl s S S. -K14740-1 //- -ttJ Address %K-Te 'fo C.oi-U Telephone (Sow) .3 i0Z — 3°19 P111 . ?.0. 3orC qF`1 6 Curvittaklb M k Permit Request 1 J I Z 5 x / r 0 Z(037 � t TO Tc C)cr517 a . ADorNrci amoKeI0_,o 7) --7 o s '%� ,,) Square feet: 1 st floor: existing got proposed r Ca 2nd floor: existing proposed Total new 216, Zoning District 6r-"Z- Flood Plain Groundwater Overlay Project Valuation 7� OM Construction Type VJC750 Lot Size I 1 O b9 5F l, Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family(# units) Age of Existing Structure LTG 2-S Historic House: ❑Yes ❑ No On Old King's Highway: iYes ❑ No Basement Type: Pi Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) SOOO sr Basement Unfinished Area (sq.ft) /C9 Li Number of Baths: Full: existing Z- new 0 Half: existing new Number of Bedrooms: TWO (v) existingpfnew Total Room Count (not including baths): existing FIVE new Or-16 First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil Electric ❑ Other Central Air: ❑Yes *No Fireplaces: Existing0Ke New 0 Existing wood/coal stove: ❑Yes'No Detached garage:Xexisting ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed:Xexisting ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Cl Yes XNo If yes, site plan review# Current UseZikICL.t /11.,, Proposed Use Sham APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ADC err Name °i5 T R A%Err 13u.i•LO t 2`5' Vic.! Telephone Number (50 -0 0 o Address TA r3o I,)3] ) c�1 \G-CDUL NT• License # CSF4 - 9 S9 etTUu T 171 OZ.(c S S Home Improvement Contractor# / 0 0 i 31 Email R06. Fri \ �� �ET Worker's Compensation # ! %35o S ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE /rP2r L 1 r 7 1 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. x } ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL • FINAL BUILDING DATE CLOSED OUT • ASSOCIATION PLAN NO. • i • v0�1H1, • Town of Barnstable • P �"' .w p y1' , • Regulatory g ry Services SASS. Thomas F.Geller,Director ' Building Division. Tom Perry, Building Commissioner 200 Main Street, $yaunis,MA'02601 www.town.barnstablepa.us • • Dffice: 508-862-403 8 Fax: 508-790-6230 Property Owner Must • • Complete and Sign This Section. If Using A Builder • • I, E.Dv,1 4g() \IAk GH1-1 ,as Owner of the subject property . hereby authorizeR0 /}�� or t L_Dere,Tic to act on my behalf, • in all matters relative to work authorized by this building permit application fon • CoJ• 1+b I--i-E C . S F 7tAib LE • (Address of Job) n w, p v a n • L7K-304,A 11104,,_ Signature of Owner Date ! • . • Vi \ii•\-qC1-61 Print Name • • • Q:FORMS:O WNERPERMIS SION • Mores MUM TT I.Li LinTu L ryt Ty' I cam.. IX REANNSME FAN cum. TwAL LOCUS MAP . - - - SCALE 1'-2000.3 t� ASSESSORS MAP 335 PARCEL 70-1 a,. ZONING SUMMARY 20r0NC DISTRICT:RP-2 RESIOENDAL DISTRICT . - MIN.LOT SEE 43,560 Si. MIN.LOT FRONTAGE 20 ¢ MIN.LOT v60111 ISO . - - - MIN.FRONT SETBACK 30' . - - MIN.ADE SETBACK IS . - - - N REAR SETBACK 15' MAX BUILDING NE1.7 ]O STE IS LOCATED 11111W THE AQUIFER ROPOSEO AMMON p ROTEcnoN ovv+ur DISTRICT •� m. OWNER OF RECORD vAucNN,mwARO s JR R NANcr T - - NM4ANID,MA 02837 �w. REFERENCES - - DEED BOOK 7627 PAGE 323 LDT PUN BOOM HT PAGE 26 Rr A.SB 6I' ,:sA0 ;OBI R-39.5)' .fO. - - 2111E Co �41 SITE PLAN OF LAND #40 COLLIE LANE CUMMAQUID, MA - - - PREPARED FOR ROB PADGETT \ - - DATE:FEB.16,2016 2-16 Scale:,•_20• down cape e�interior,inc. . _ DATE OAMFL A OJALA P.15. rP x x .a x rt[1 %n'd v Ce and surveyors a Bremer( BA) YARMCV m ora DCE #16-040 BeamCtek v2013 licensed to:Giampietro Architects Reg#7124-1030 Vaughn Residemce1 LHeader above,p_ocket doors Prepared by: LFG Date:2/23/16 Selection (2) 1-3/4x 14. 1.9E TJ Microllam LVL Lu =0.0 Ft Conditions NDS 2012 Min Bearing A-ea R1=4.0 in2 R2=4.0 in2 (1.5) DL Defl= 0.21 in Data Beam Span 11.0 ft Beam Wt per ft 12.59# Reaction 1 TL 2619# Reaction 2 TL 2619# Bm Wt Included 138# Maximum V 2619# Max Moment 10585'# Max V(Reduced) 2325# TL Max Defl L/240 TL Actual Defl L/634 Attributes Section (in3) Shear(in2) TL Defl(in) Actual 114.33 49.00 0.21 Critical 57.65 18.35 0.55 Status OK OK OK Ratio 50% 37% 38% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 2250 190 1.8 650 Adjusted ValLes 2203 190 1.8 650 Adjustments CF Size Factor 0.979 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 240 =A Point TL Distance B=2460 5.5 Poi 492911 r Uniform Load A \;1, s ilirri > ; , Pt loads: 139h ..r . . R1 =2619 R2=2619 SPAN = 11 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1030 Vaughn Residemce� Header supporting shed dormer Prepared by: LFG Date:2/23/16 Selection (2)2x 8 SPF South#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.9 in2 R2=0.9 in2 (1.5) DL Defl= 0.03 in Data Beam Span 5.0 ft Beam Wt per ft 5.29# Reaction 1 TL 313# Reaction 2 TL 313# Bm Wt Included 26# Maximum V 313# Max Moment 392'# Max V(Reduced) 238# TL Max Defl L/240 TL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl (in) Actual 26.28 21.75 0.03 Critical 5.05 2.64 0.25 Status OK OK OK Ratio 19% 12% 10% Fb(psi) Fv(psi) E (psi x mil) Fc!(psi) Values Reference Values 775 135 1.1 335 Adjusted Values 930 135 1.1 335 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 120 =A a. z t Uniform Load A R1 =313 R2=313 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1030 r`Vaugfindemce / ResiRidge beam above Sun Room C� Prepared by: LFG Date:2/23/16 Selection (2) 1-3/4x 14 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=3.1 in2 R2=3.1 in2 (1.5) DL Defl= 0.55 in Data Beam Span 18.0 ft Beam Wt per ft 12.59# Reaction 1 TL 2003# Reaction 2 TL 2003# Bm Wt Included 227# Maximum V 2003# Max Moment 9015'# Max V(Reduced) 1744# TL Max Defl L/240 TL Actual Defl L/395 Attributes Section (in3) Shear(in2) TL Defl (in) Actual 114.33 49.00 0.55 Critical 49.10 13.77 0.90 Status OK OK OK Ratio 43% 28% 61% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 2250 190 1.8 650 Adjusted Values 2203 190 1.8 650 Adjustments CF Size Factor 0.979 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 210 =A fir -,j1: '1�' .: �: • `I N0.4029 • Uniform Load A R1 =2003 R2=2003 SPAN = 18 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1030 Vaughn Residemcej Header above gable windo Prepared by: LFG Date:2/23/16 Selection (2) 1-3/4x 7-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.9 in2 R2= 1.9 in2 (1.5) DL Defl= 0.02 in Data Beam Span 3.0 ft Beam Wt per ft 6.52# Reaction 1 TL 1210# Reaction 2 TL 1210# Bm Wt Included 20# Maximum V 1210# Max Moment 1717'# Max V(Reduced) 1158# TL Max Defl L/240 TL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl(in) Actual 30.66 25.38 0.02 Critical 8.55 9.14 0.15 Status OK OK OK Ratio 28% 36% 11% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2250 190 1.8 650 Adjusted Values 2410 190 1.8 650 Adjustments CF Size Factor 1.071 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 80 =A Point TL Distance B=2160 1.5 • Nocitimstaea Uniform Load A Pt loads: pr �.47 Vo. R1 = 1210 R2= 1210 SPAN=3 FT Uniform and partial uniform loads are lbs per lineal ft. NOTES . _ amt o mama uc mmm m.N.oTla 10 BC•TESPoo.a.Ora C.0010 =WV R ovnud aR mM ,I FLR,m-wD,r 1k.! ' MOM LOCUS MAP SCALE 1'4000'2 . 2O0 ASSESSORS MAP 335 PARCEL 78-1 oo ZONING SUMMARY A.r - ZONING DISTRICT:RF-2 RESIDENTIAL DISTRICT LOT 92E 13,560 S.F. MITNE N.LOT FRONTAGE 20 11N .LOT x1DM ISO' FRONT SETBACK 30' N.ROE SEI0ACK IS' YIN.REAR SETBACK -15' MAX BUILDING HEIGHT 30' Jr.� Q PRO E LOCATED 1.D 1NE AQUIFER �Q ROPOSED AOODION PRO OVERLAr MSTRICT OWNER OF RECORD PVAUGHN O sox DWA NANCY RD 5 JR R 98 LVMMADUID.MA 02627 z�. REFERENCES DEED 90011 71127 PAGE 323 PLAN 80011 HD PAGE 26 A! sy O 2„ \car SITE PLAN OF LAND NF - IN #40 COLLIE LANE CUMMAQUID, MA PREPARED FOR ROB PADGETT DATE:FEB. 16.2016 'Z.-1L-5 D "."" �� Scale .�To0ilJc R 10 40 Ta RE, downY eape�eevil engin,ees DATE DANIEL A.OJALA.P.L.S. 20 To VjVj engineers yRrS ain lane sM ayvrs .r'RA e z 76 DCE #16-040 • y1-1 • fr• 4 AWC Guide to Wood Construction'in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 OVER 5301.2.1.1)1 Q Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust) 110`mph Wind Exposure Category B • 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in.12 slope shall be considered a story) stories <_2 stories i Roof Pitch (Fig 2) I I 5 12:12 f Mean Roof Height (Fig 2) cf ft <_33' ✓' Building Width,W (Fig 3) 1Z,ft <80' ____------ Building Length, L (Fig 3) I$'ft 5 80' _e/ Building Aspect Ratio(L/W) (Fig 4) 1,93 s 3:1 c/ Nominal Height of Tallest Opening2 (Fig 4) C,yr<6'8° 1 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) __... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete Concrete Masonry 2.2 ANCHORAGE TO FOUNDATION.° '` . 5/8"Anchor Bolts imbedded or 5/8°Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general (Table 4) el. 11. in. Bolt Spacing from end/joint of plate (Fig 5) s Bolt Embedment-concrete (Fig 5 > Bolt Embedment-masonry (Fig 5) C7 in.> 15" Plate Washer (Fig 5) >3°x 3"x 1/ _cam . 3.1 FLOORS Floor framing member spans checked - (per 780 CMR Chapter 55) Maximum Floor Opening Dimension (Fig 6) Oft s 12' 4.----'. Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)... _l. Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) `- ft <d 4...---- Maximum Cantilevered Floor Joists • Supporting Loadbearing Walls or Shearwall (Fig 8) " ft s d f Floor Bracing at Endwalls (Fig 9) �/ Floor Sheathing Type (per 780 CMR Chapter 55) -i-V Floor Sheathing Thickness (per 780 CMR Chapter 55) ?At:in. c Floor Sheathing Fastening (Table 2)...8 d nails at c in edge/I.? in field L - 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5)....,... ft s 10' ,/' Non-Loadbearing walls (Fig_10 and Table 5) ?ft <20' G,/' Wall Stud Spacing (Fig 10 and Table 5) • IA in.5 24"o.c. Wall Story Offsets (Figs 7&8) _Oft <d _4,....-1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls (Table 5) 2x 4 - 7 ft in. ✓' Non-Loadbearing walls (Table 5) 2x'f - 9 ft Oin. _1--/- Gable End Wall Bracing' 1 Full Height Endwall Studs (Fig 10) WSP Attic Floor Length (Fig.11) W/3 Gypsum Ceiling Length (if WSP not used) (Fig 11) >0.9W _4.1 and 2 x 4 Continuous.Lateral Brace @..6 ft.o.c.....(Fig 11) _� or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays ,/ Double Top Plate Splice Length (Fig 13 and Table 6) Z ft r/' Splice Connection (no.of 16d common nails) (Table 6) VC t`-.-2 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wail Connections Lateral(no.of 16d common nails) (Tables 7) Non-Loadbearing Wall Connections f Lateral (no.of 16d common nails) (Table 8) Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) Z ft O in.<_11' _ *" Sill Plate Spans (Table 9) 7 ft C in.<_11' y' Full Height Studs (no.of studs) (Table 9) v Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans:..... (Table 9) _a,ft C. in.5 12' �G (Table7 ft in.<_12" �� Sill Plate Spans 9) P _r1 FullHeight Studs(no.of studs) (Table 9) _.�. g Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W 4 2 6'8" y' Nominal Height of Tallest Opening Sheathing Type (note 4) >' -� Edge Nail Spacing (Table 10 or note 4 if less) in. ____ --- Field Nail Spacing "(Table 10) t2 P. `� Shear Connection(no.of 16d common nails)(Table 10) `'C '-/ Percent Full-Height Sheathing (Table 10) 3V% '' 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) .__1...e Maximum Building Dimension, L Nominal Height of Tallest Opening? au ff`-6 8" Sheathing Type - (note 4) Edge Nail Spacing (Table 11 or note 4 if less) 3 in. t/' Field Nail Spacing (Table 11) 1,Zin. t/ ) Shear Connection(no.of.16d common nails)(Table 11) Lh �/' "t Percent Full-Height Sheathing (Table 11) is%• '� 1 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Wall Cladding - .� Rated for Wind Speed? . — ' t 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang . (Figure ure 19 ,, _� ft 5 smaller of 2'or U3 . . - Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U=170 plf -tZ7 Lateral. (Table 12) L=fG'plf Shear (Table 12) S= Z7 plf t/' Ridge Strap Connections,if collar ties not used per page 21... (Table 13) T= plf ' } (Gable Rake Outlooker (Figure 20) 0 ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U=�7lb. t/' Lateral(no.of 16d common nails)...(Table 14) L=V4Sb. t/' Roof Sheathing Type (per 780 CMR Chapters 58 an59) Roof Sheathing Thickness in.>_7/16"WS __LG Roof Sheathing Fastening (Table 2) —.c.---* Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. .The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 3T Coo K_ COm IT VAyDt (6NJ 4-t-e 2 Ii7 /i6 1 , l - AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. N_ iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment • .WHEN THIS EDGE RESTS ON r 'ATfib¢ ra .c. MEW wNLs I., 11 11 IY I If 11 11 Ir II I i4 11 11 q +I • 1I I I 11 It II II ��1111 11 LII /III RO/ H 11 ft Q jl Ira Y .f 6 j11 II • ii I III ih 1{ 11. Z a. f'3. it -ii j�. 11,1tt + I gy II + I l 1{i i 11 - It - 1H 1 UJ . /1 g L''IItt 1/ @ u . d U .� 11 U j II :I • 11 Q II I 111 If 11 V ii: IIfI jt I t-.� AI '�. /• lu tir1 fl V �M! � • I I (,I I I win:1u EDGE 11` NAILSPAM* i i t r1 PANEL i See Detail on Next Page • Vertical and Horizontal Nailing for Panel Attachment • - 0 velg— f A WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 cmR 5301.2.1.1)1 • maoatv aQ • 112 YZJ ytl}•, �, , . FRAMING MEMBERS UI EDGE R'iTERMEDIA1 .1 I )' g • • r r ... ram. +-} a:# 4 -- ___f 3:. ;: iN7T STAGGERED ¢ M NAIL PATTHIN PANEL • PANe_EDGE DOUBLE NAIL EDGE SPACING DETAL • Detail _ Vertical and Horizontal Nailing _ for Panel Attachment . t • ,....- --,., VA . -..„._____ i ------.- • -.:`.,--•-,,-..„..., • ---------'---,-___ 4:1==',_ -el-1/45 . • • --__ - - . .€ ...- de/ Y i• - . - - • - ___ Nei . c9.5--, -•,,- : / - ... , , i • - ----____ • , I \ . C13 AP 4 . • I . •••,. PROVED - MAR 0 9 2016 '1/41 • i ...,,v Town of Barnstable , - NI Old King's Highw. .., • Committee. . I I . 5, ....11 ., . • - 0..3 IA zs - \-,..t., •. ., . . Sp ,. ---z--,r- .. t g/ - A ' . - f. t ... .. -7,:--/ : :--.112i. RD' • .. ) . . ,-- - . ,. ,„/-a.,4 i-, KO I SY ja • e.9. .,'... • . ,, - .e.- i i - ,./ . .1" ---_ - I lin c, -....... „/ - :....-- 1 t .\ 1 . / / ... CERTIFIED PLOT PLAN . dr I LOCATION ..-b- ' CAZ-: ,C,-1.,-- ..--.. - - --- -,• ' V 4. ft.. .„..... 15/977411.5.77P5Ze*-&""fre44)tolz>) SCALE /1#'4976# •.,• DATE .s. 7.777..?- ., 6.tF7 Prz/V '546't.1,,, -• ..1 ..-_,. --— PLAN REFERENCE ee-7A/6.- 4,7 _ 4 5 .51,4 w A, ,e,A/ P4.se. 447 • . . I CERTIFY THAT THE 4,-Y-AgriNG Aieve,,reostmorrioNS - SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE ' SETBACK REOUIREMENTS OF THE TOWN OF ' • WHEN CONSTRUCTED. DATE • 14=4 4/4 7-1-A, - Pe-72 .,eude-R.,s --fai, REGISTERED LAND SURVE R I L_ ___ 7 . g-----C7 _ ,s- pg' 1: = A. �y�oiSHE r Town of Barnstable *Permit®1�050 � � Expires 6 mont jr ae�o 0 t i V., �atT•,/- Re ulato Services Fee J . i. Regulatory • 9��BARNSTABLE. � Richard V.Scali,Interim Director Building Division Tom Perry,CBO,Building Commissioner . 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number • ®� �I OO.� Property Address 4-0 CoLL.1'1r 1✓ /-Vg+.15` Residential Value of Work$ Z.% 1?S Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address Et)\/.]olgo £a APPO 14P-1.10 \I`ACI-Qrl J2. P.o. Bo( 118 rn Quub1 1'14. O2( 37 . Contractor's NameBi1P, Li Nererr/Pi koG - xtiwee5 Y, c.Telephone Number(So ')(f2}2,-000 f Nome Improvement Contractor License#(if applicable) I 0013 I Email: R06,PAOc err• •Vef2i !. 'J T Construction Supervisor's License#(if applicable) (.S EA- 0+85 59 • ( .Workman's Compensation Insurance XePRESS ra}ER r!'ills Check one: 1 ❑ I am a sole proprietor MAY 20 2015 ❑ I am the Homeowner El I have Worker's Compensation Insurance TOWN OF BARNSTABLE Insurance Company Name /iiq LtlRO Workman's Comp.Policy# 1 tom..-'VJ t� Sor J(p ci Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to\ 5eorrazo v.j4 ie ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) g Re-side ® Replacement Windows/docrs/sliders.U-Value a Z1 (maximum.35)#of windows 3 #of doors: V ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. . A copy of the Home Improvement Contractors License&Construction Supervisors License is jequi SIGNATURE: - 1 � rDdN PINOCitil ni Q:\WPFILES\FORMS\.uildingpermitforms\E S.d c VfrOico r i `'.1-M6 1 Tr,lc, Revised 061313 , • - �oFmE ro,�, . • . Town of Barnstable . 4377 :...- Regulatory Services f BARNSTABLE, * •• ��� Thomas F. Geiler,Director �eoM,ia - - Building Division , Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstahle.ma.us Office: 508-862-4038 Fax: 508-790-6230 • • • Property Owner Must Complete and Sign This Section If Using A Builder I, C- ct " A (k- T. A V D I%-, -3 'has Owner of the subject property hereby authorize(R011390-Derrrr PIOC6T I J E) to act on my behalf, I in all matters relative to work authorized by this building permit ,-.6 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be•filled or utilized before fence is installed and all final inspections are performed and accepted. (f, at." ..„9 ., , ..„ „.,... ....„ , , . Signature of Owuer • S.' tore of Applicant �d,u. R 4` 51.. V,i v c.% 14 IA & R � v 3m4 Ytocc77 . Print Name Print Name pittpc.e77 &Uwe-1z) , S • 5 Date ' Q:FORMS:OWNERPERMISSICNPOOIS 6/2012 • of roisa, Town of Barnstable ��.•,,'. Regulatory Services t� Thomas F.Geiler,Director 9`bEo;At•`�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 - www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTI►N Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town s•te zip code The current exemption for"homeowners"was extended tc include own; -occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not •ossess a Ii,-nse,provided that the owner acts as supervisor. DE I ,•N OF :r'•MEOWNER Person(s)who owns a parcel of land on which he/she resides ., inte,ds to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to su h e and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. ' uch"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be respons'.1:for all such work performed under the building permit. (Section, 109.1.1) The undersigned"homeowner"assumes responsibility for c',mpliance ith the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she un. rstands the Town.., Barnstable Building Department minimum inspection procedures and requirements and that he/she will coma y with said procedur-. and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings con,.'ning 35,000 cubic feet or Iarger will be re. fired to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any ,omeowner performing work for which a buildin= s ermit is required shall be exempt from the provisions of this section( •ction 109.1.1-Licensing of construction Superviso );provided that if the homeowner engages a person(s)for hire to do s ch work,that such Homeowner shall act as superviso " Many homeowners wh, se this exemption are unaware that they are assuming the esponsibilities of a supervisor (see Appendix Q,Rules&Rea4 ations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, . rticularly when the homeowner hires unlicensed persons. In th case,our Board cannot proceed against the unlice.:ed person as it would with a licensed Supervisor. The homeowner ting as Supervisor is ultimately responsible. To ensure that • a homeowner is fully aware of his/her responsibilities,many communiti•• require,as part of the permit application,th the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a for I currently used by several towns. You may caret amend and adopt such a formicertification for use in your community. C:\Users\decolliik\AppData\Local\Microsoft\Windows\Temporary Internet Files\ContentOutIook\QRE6ZUBN\E gRESS.doc Revised 053012 c4B \1\,\ Town of Barnstable AUG b RE "Etoip Regulatory ServicesBy 4,0 Thomas F. Geiler,Director HARNSTABLE, ` BuildingDivision 9$\b9. MIS `�� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# 267(00(4J—\ FEE: Sc.:)75-e o40 SHED REGISTRATION 120 square feet or less Lb en Ls.‘ Lc\ CuivwfAcIoN Location of shed(address) Village copec- pio, One, Property owner's name Telephone number Size of Shed Map/Parcel# Pc4..b.) w // 6 Signature Date Hyannis Main Street Waterfront Historic District?_ Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30 &3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. `.� 1� ne THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 ..r • . , I Cg/ f ' @ ti y tr L (9s F- 49 't J ` _�a2oQ ,41W 14,44431 i�a `i 1 _1 �w��G V 1 n1 i �. NEC, 1 �v�b,47_,b iv ` I W� k t1p i 1 43 L'1 LS„Sep \" / -77-. 4- vs �� 1,#) - v'Y E. �;- ELLEY / No. 26100 '` 1 '- ` S fly -, ^R •.+ ` L: 1 , 1 CERTIFIED PLOT PLAIN t LOCATION 5 /S7B'G' . *a°'!+'144 4 1 ) CMGC1 __ Ziq�/�..s../ �Ii- - , _ PLAN REFERENCE e&7�G` Lo7--4, . s 5/Liow•v aA/ /?L.. z. -Az 7. . . . .Pc. ze . . I . . • CERTIFY THAT THE .X.T E/.s7/Ns NSW . 1" a„� oee5 SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF WHEN CONSTRUCTED. DATE4,A1/002. 4. -.- i &D $' A/R�/Cy/ V.9 t�G/-fin/ - &77 rre) /6W,5REGISTERED LAND SUR Town of Barnstable Permit: O67 0 L/ L1 CP F Regulatory Services ( -1 I—, PSG THE TO� g y Date: � � b 44 4i,.. 9, Thomas F.Geiler,Director _ •• �� Fee$ BARNSTABLE. •• Building Division a3.DO MASS. �$,,lE p p��� Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT -.7Fs') - &2-9 - 938I Owner: ,ED w A 29 lifieA U 6 H N,3R Phone: 36 R- 3 6 z - 3 21 9 I' a-sr- S I e Install at: C. e 6 1) ► LA N L= Village: ID Map/Parcel: 3, J O 8 Do I Date: 9 i 1 6 I 6 9 Stove A. 4#/Used B. Type: adiari Circulating I C. Manufacturer: ._ ortoL Lab. No. c/i lyi„a TTS _rri'v-1-04 T d \ Soeu D. Model No.: Noeb;cV at-- f/Cm ERA ErwesSais July t 1440 Chimney A. New Existing (If existing,please note date of last cleaning) 7 fo 07 B. Flue ize (9,,.le1 elm J C. Are other appliances attached to Flue? / NO D. Pre- . As e and Manufacturer 14/ . "asonry: .r Tnlined Hearth A. Materials: S14- e /Ceviii e4 1 F.AL4a2/ 044-)ye B. Sub Floor Construction: Installer _II rr, Name: didcoich 6‘vvt tot y/ Gr9(4P Address: PO Tov '?O Sl9 wi/h Phone: ! e88 -.511'7 Location of Installation: 75.,/vii/y g , i i APPROVED BY: 04 ..V___ �--7. 0 ClE:1lfS?!'ilQ Please make chec sayable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, anI1WrciAgkd by 0,144 f 00Z Building Inspector Q:forms:stove Rev 122801 3 - _°'' ,�.' t .At",'44, a" +,mow .'�-3F?;;",=:e --.A-.;, "�.'' -'€',, -'`" *,_ ' fl _ _ = Pic:- - _ _e _- ' -c1ii!„„ `,' - r" 4. - , , - -,fir . t ;;.`.a_ �.., --' �.'' -- �..;,a�.e.: ....'� ,.ram .'�_ ��'�_ 4 __ - _ `i;.Y. 3,__, d �. - a xx Ac _ 1,, .3 '.x+_.-`'"., .. ro.4..,4`.r ^.... - __ < k- _ �:-;�'' e . x,, - ,.€ _ _ u•A '"R s *i'' -„'r'w?.... - ,rtW'n!,�';y� •p .. r -- � ;a: -_ ^ - - ie-- '' - — .4•# µ " _ y ;: ,1= ". .a; ! ;. < .€7Z» ( :„ _ vb�Y;,< tr3'F'� -:,,A, silo •.iyc.t.,: ,47": %'°a gyp;` -u,_� '..,Pa -, �3r ._�,o .,t�� " r:j>. ` z' ram- _ - , Vg�". 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'-i„, ° , -. ri -fir" - ��'��t �#,'v r��,„�+,," k:g - .:.,r .0 ;�"aa«'Yl,�,' >tr, - --- :'-'-' _,k,7 -_ `tea "« .ems, r- ^�* a; .* i�± _ '��,;. ` - ° '' -m ccslu�;�w _ems- F�s ' f�� �� '" �"if fo w^I�1i _. • ..._ :-c= 40 Collie Ln, Barnstable 8/7/2007 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1 , z Map 53 5 Parcel ®7 Application#,4 06-1 6 LIMO Health Division Conservation Division Permit# Tax Collector Date Issued ---2 � 6 1 a 1 Treasurer Application Fee; :/" if— /(, Planning Dept. Permit Fee • o -' Date Definitive Plan Approved by Planning Board 6, > /� C Historic-OKH Preservation/Hyannis • Project S et Address (-1b (_c, ve_ Lc' • Villag `cFn- —n.S 4- Owner Ed bci ny,c, Address L4U c Ili. L Telephone Cock 1�-'i Permit Request )(:) 1 C ‘',Q d C� l2 — 16 c O.` S . CA cpb a A iCd R6_ L6c Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay I • Project Valuation .` Construction Type h Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. yr Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No asement Type: ❑Full ❑Crawl ❑Walkout ❑Other 1 C) Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) I j , Number of Baths: Full:existing new Half:existing �` naa+ C f N \‘ Number of Bedrooms: existing new u>I Total Room Count(not including baths):existing new First Floor RoomTOount JE .a w Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other — m Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal tove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name-).-..�1 -Aw b.' (c t 4-trio( Telephone Number 1-4. -0)1k6b Address&5�1 as ue_e \ qc e2 c License# 0-15aloS . 4k{w c , 'M D, o 71 G LI S Home Improvement Contractor# 13 9 Worker's Compensation# LCC E59 4 Z3q{ i L___ALLCTION DEBRIS RESULTING FROM T IS PROJECT WILL BE TAKEN TO 95'9 uccn �fl(lL Rd � A l 2Z DATE V ` FOR OFFICIAL USE ONLY' I . PERMIT NO. � - .. F . 1 _ , DATE ISSUED - ' i 1 • - r _ MAP/PARCEL NO. - 1 - t _ _ADDRESS ' VILLAGE - 1 • OWNER I DATE OF INSPECTION: - / d r FOUNDATION Ja/,.,4 �i gs _'rk , /`/�/0 _ S !✓ rz/o7 FRAME I, y INSULATION FIREPLACE r ELECTRICAL: ROUGH FINAL - . ••.1 PLUMBING: ROUGH FINAL 1 - GAS: ROUGH FINAL 1 FINAL BUILDING $/ 7 a DATE CLOSED OUT '- - i I ,J. ASSOCIATION PLAN NO. , t- r • • `QFTNE�phy . Town of Barnstable.: i �� d °" ' Regulatory Services . ' bA STAraz, ' Thomas F. Geller,Director • 9. MASS. 4 40.4 1539, '� Building Division elf �' ,,,„A� Torn perry, Building Commissioner • 200 Main Street Hyannis,MA 02601 • www.town,barnstable.ma,us . Office: 508-852-4038 • Fay: 50L-790-6230 • • Property Owner Must • . Complete and Sign This Section • • • If Using A Builder . • • • 1,n . as s,. C7A Owner of-tile .ubiect property 1 r hereby authorize ,w�. (bjeic 3 to act on my behalf; a1 matters relative to work authored by this building permit application for • 40 aii_c Ln . . . • (Address of Job) • . • x .-1, , •,' Siirs -,0,4.)-c------ -- - --- - -"- -------. Signat•Lire or Owner Sate (-,) ,-, . pC=EDt/4421 T UAuci4N JR . 1rrt�+Tame ' • Oro:RMS:OWNER Er0viISSION i'' . i6 i; [ 6ee 0.% II \ 4, „.„:„..,,,...„,.. , _, •_,.. , .:. z . #. it , ---__.,_ N. d 4.1.• (I, 1 00 DQ° a t :'— `4.0 h1 WI ; Z'••i - P 1 . . m' ,� I. pp ti t 1 F +• 1 ti t 01N FID ':�,. E. KELLEY J ' R ., - {.- No. 26100 'QfCiSij. r., 7 i'� ' w, rA p',Y! !,ti%J_.,� � r a/ I 1 / awr.• _`_,,.• ‘ d. �' OER 1 El ED PLOT PLAIN - ~ _ ,� t♦ >/ LOCATION e s77TBG 6C;6!" !,01 ) C'c GL/6.- 4.9Ai&�'� �% SCALE , f DATE o T/ / � '• zoo" e P2� '+.✓r�s _ _ PLAN REFERENCE ' • ICERTIFYTHAT THE .. ... . SHOWN ON THIS PLAN 15 LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IY CONFORMS To THE SETBACK REQUIREMENTS OF THE TOWN OF ,WHEN CONSTRUCTED.DATE a,a� /8iff�G� d +1/ G�/ lrqc�c / - �&i7T/d+t/ '� REGISTERED LAND SURVE R . . FRAMING: • - (Pun Dimension Pine) f•-. ''" .:'-3 • . . LOFT ... 2,,x 4"I2..afters 0;'011. Cell)terS . . • - - - ..;• CHATHAM - (2x6 for ra'sbec.1 widths . . • . . pi...NE 14.--1ARBOR (ax6 for 11 shed widths) . ' . 2"x 4."Loft Joists 0 4'on centers WOOD PRODUCTS •• POST and BEANI SIIED . . . - . . Itfp all about the wood'' . • ... • • 4"x 4"Top Plate1 Beams • . • . . • •• ,, .,:,,:',4:j ,?.1‘, - • 3"x 4"Corner Braces • • • •• : : .• 44""3-1x 5"-TA"Corner PSuopstpsoarrteP6'oeststall. • - .$4.t., .,_,,,,. --....tic,-. .-....r.--•:::--1.,: ,..--.:. -'`'.....,-.;;;-.:J:-:.- ,,....:---. ;1..-:-..1.",'...: tv. - •-• -- -----,-,- ,.,:•-oi-._,-„_-,-.-.fr.•-. -,';lc,,--., • -•, r.•-.1•.-,•:,..'••:-.-.• -.t...,-'.••:.•..'-':' 1,'.\''..-:-...,• ' • • 2" E4"WallPurlins - - .•.•_,,:•:-•- 'i,-," ,.,".-;••''•-•.:.:•:---:- I "-....•••••;<:-...! O...." -,-., '.-- '...k,::".....:- .i"..., .'1..i,\.:;:,:; • e±4"D°°1.and Tinnnodoorling- frames • , . -.4 i c-,,, .--:-. --,,.......-.-- -':.:;11- .1.-- :-,‘,"--.*:, :. • 5/8"CDXplywoo . . , • ,..,„-:.:,.,-ivr-a•-- ---, • ',...,_,-•••::,.,-.-4.,....- ..-;•,-;•,..5-: - :.5"-- •••••,,,,:;,-,`:,-.=:. --::.-;f::: --:`,:-,Y.::-'''-',',1 ; I-,- ‘..:-..... (Piessure Tre-ated is oPtmnal) , • ' •-• ''•-°1----r----;'-xr •''- •''' ---•.-- '-,-..°•'.: '--1,-.1-:--:-',.:•;',=-:,•--:•-•:---..,..;„•._'.....,:,-.5,i....--•• :.1-:.__-.••,i•.• .-.\'.:-i). . .. -t.z."1....,•--' ' -.. -.I, -•-.;,-'3;::.--.'.'''•4,;;-... -_•••;-.?4-zf•-• ... '-,tz.'.-.:::--•\`'s--'-.. '•-:-.- t!..:,...:1:.- " :6"PT Floor Joists 0 6"O.C. . ..... .. 2 X . ':": :1 ".. .- -, .- '-iz.-..:.:-:::: ..'"-",2•-i.-...1-,•"..- •"-!..N.-•••..."."-. .-;k..)1 . : '.• -..,_,..`'-fp: • . .„:••;0,rf":-• - I. .... 1• .,.•. ,:„...-;., i.- ..,_:::•,,..;:f:.,-• .:.-•,-, :•.".:, ;_••:\::,.-.,.. ": : •,. ...:-. ••.::-- -I 4.•••::-; . :• ,•_,.‘:7:: s.‘.*:4'::. . 6x8 PT for 121 shed-widths) .,-....-• -• -.•:.-.; -•.:-.' 1,, :.-.•,;",-.-:-...,:Z.."..„.,:.:.!.',..; : '•- •-..,,,,...-___ . ..,, ,i_. • -1 - •.••• ., ....-,;-;:: ,i .. ..t.,..,..„„ t•,..,---•:.-.;•' ---::-.:.:----.',..2-'2-- ------,---i.,- -•:----' . '---------' i•• L.`•-• • . • Rough Pine.Trim(primed pine or :...,..:.7........-;,--,-----„,— -:-T--,---.,--,....,-.-.-,-r-,---...r.:.: _, .... ..„ ...e ..,.,.1,.:F.:A-,q.,-..:..„--. , , red cedar is optional) Vents . ' ---------:--•-:•--, —.'''' -s' - - I-, --.' z••••••,:.`"%r•-.:,l'....-•••,-::,•.,....: .• ....2.-: r- . ..t . ‘...... :,,...-::,..:,. .--,r.:..,, ...1. ,,............„-::::-...-„..:,..F.--:::„..:;:„.....,_ ,, • 8"x 8„Aluminum Lonna..,,ents \"--•": !• •:"2•• 41, il t•.1 •1•..-. ;•:, '.. =•••1\......:::. ; •:.1 7.•:.••.;.‘:• .--i..::•i:-•:-.-1•-•.•-•i:r,I. ...,.1-.-„ ., •-., ,..... 1 ,..,...-c., ......__,___.•::::,,-..-.. ...; - I, E.' 4-z'-TO .-J't. -._`:,` - ":1,, 4----.: - , - - ' ';: /."-..,..:•;:,:..-...:'.,-....,...-' •. 7, :' ,!''... :'. -• i,, '1' 1,..- ,,..11.Z....... r , lc:- ,, :,,...,.:i',,, .. ,.. ::•,i--.:.`,.-..;1.---,-i•---i:::'....1 7..1 .ii'i;.--....-••I.:•:•'1.,'.*•:'-1 -..... `;''' :- '''. •::-"-. :...; :-7- „ • Standard Board and Bat-cells.shingles . . • :..-:•.-te i--,•;.:1 5.. i% .1..-- :•:.1 •.' i..., T..'1.:\l'-=.-••:.•i•••-•.;t2•:•,--•;•: -•-•,--i•F:....--1- : l'.::1 ';•s i:••..•.-ri•:-• ' :: ''-.- -:-.L- -- Clapboards or white cedar f•1:7,..qi : -.`,:'9 •5 • i-- r-•••• 1::..... ,i;.-.A .•';',- !---1,,-:j.:*••••••• .'.:•-: ;.1.i/-...1"..-:',, •• '-':-•-- I..-•'J: ••••:_rs, • •areopt. onal . . - • • - • • _ .. .. . ... .• ROOFING: . . ' .'.. F....., ::].F,•,.- c;c--.----, ..n..`.--i ' 1!:.-;L:_...1.-••:i..-4, •:'.-.•.;1-.---.,:.... ...:1:--2-.1:' 'i....--1--..- ---1--.:.."1--.:-.•I::•':•• `- -:'•1• .''::"---•F:'.-j::-.1"`, . i•-• .k• '• .:., ' .t-T • 1::-.----.1 :. r•-•;--1"..",".-r.:•,‘':•••;'i:4'': .':;.;:'•_'-i7.'--." :-•• -. -•.:T.''-.-,1•.•-•,,),- ,1,,• :-...-!..-. .,1.,:.t•-.'4"r, • 5/8"CDX rooisheathing- ,: ,.tki• . ..i t,-, ,i•.. ::I....,:: ., ., . .........,.. ,,.........!...4 4 1,:... ,....... ....._...;F.. _,1, .1- t•.• r.. •.••1'7.. . i...4; . :, ....:-. ..• :•••,•:- 4: •:'"::. . ..'•". ...:.4 J. *•• L' :.'1"-....1 .;.....'' .., .,-: . .V... .".-•-','-.'1;:.. ..,I: •.''.' 1.-: -1-'•:•-•4.•-.-... ;t•.' --i '. : ".."" \--- .:-,..:- • Choice of shingles • •••:.-. :,• I. ..Y.,. - 1.- -::-....1:-... 5.2".;,- '-':-,....'?:--1.!•-• '.,1—I.'-.1.::#*1•!'... -• ..., •, _-.- I-• .... . :•_-.. -• .- ...: - '''•------r•-iA- ' - • =.:. -I-: • •• ":.•,;::', :..••••i;',:.I•! -.,••••:- i•.•••••:.• '.....'2.•_!•- '1-..I.:-- '. :•:,,,' ' ,•'.' ,•'.-•i -''.- '' '". i''.' ',.-. FREE pressure Treated Ramp • , ,. _,.. , 1,- , •,:„ -..1,. „..; : .,:..: , ...•„...:,i.••:.2„,,-..1..-,,--_;•,:!;.:2,F. 1.' .• ..••1.--,;.'I ,:-• ..,.1••:.t.:•. -.P.••••...-•:: : . :•••• 4•••.--L-___. • •'.-.- • • - • 1: 1;4.. 1-....5 •• •,:•:, ••'1.-,• , t, ,.--;4- - ri':• •i `-.1.:-.- i'r•••:•-, .. , . .. •-,,r,3,1 .:.."..:'•'..' - ...!,-.,:.,. :'. .:7, -.-,-- :•••••••,....-,,,,..„! • ‘:- 1-:.....:-..1:*. . 1.0;0'fq •••I::.:. i ,-1 ,','.:'..=,,4*siriAkt.&,:nr...0S--•<• -AW.r.W7- ',1• .,..i*. `1- I-."..; . ' - ''!..^ '- '...'" '':... ',, ,:. i ... -,•.;,1-, ;:'..., and colors . r:-: -, ...,i -,-;"L- :f:::•.--:;.'4....t-':7::",:::---7-5;i: -.7, ..".!"!:fr•itt4Y. -4,..... ;j:::1-:::'.....1:4-1V NOTES: • -• •i. . .1. • 1, ,-, . t -,, ::.:,...,-,..4. i s•- „ .. •...,...,.•-_-.:- - .,-vrtr..t,...i.: ..„va-i:Pim-• . ..7-= - ' - . • Stock and Oistom do,prs and '- .--.--t- --:, ---',- i---' .- - 4°;---,...."---A .1---- - 7-.-,-.7-,...--. - - .. ,..f,;;;;4,;‘,..4:13.-zzzAt.........,-,.:-,:,,..---..,,-...--. ..1 ......, .... .,. .-7-------1:50.L.,.-1 ;•-''.4------=-'-;:_----.._-:-.--------4-- -77---, --------m V.7•7•74 H.-.-1!"--% " . windows are available . . • Concrete Block or optional ' : ' • - • • • • • • - •Sofootings notube are available - . : . . . • . ' - -:With a roof pitch e.1-a-r;,and . including a 4 foot storage loft,this is the perfectstyle for the'pack rat" The:r • seasonal items such as beach chairs and hoses,-whik masntaoungoPtunal u'a 4r4v and.fl°°r*ace--This deg. al°ddsft PmvNewidesSnst;:n.age dc hi 1)anzcieracef°7 small and. . ffia c/o 6# /Gc-e e3 p- • V I ''�-��.����� Rom, 'V - 49 ii. ' /02 as i `\ / 44-4v P_ Coe � ' - y et. -_ at i \ H tkiG 1 - 4G NI Zi 0.,---Al Iv 3 % . ' '. �. � T .c w_ € `I A 1 43 lzS s , \'` ` b 1 _ ,1 ► ` ED I _ � \ 1 �3D . I I E. 'A i y .., KELLEY a 1 �ird NO. 26100 r„ t,' k 3.7 t sfst & I ,S. s I \ ` I I E /� » " , 1 CERTIFIED PLOT PLAN f .# LOCATION s5ere �/S?A1BL (Cto�'9'b cri®) te oGL/6__ Z/9A/ *--- \ SCALE / 4'°' .... DATE s r': Zs8'7 .0iz, - V ',t���E - _ v __ PLAN REFERENCE 6 7A/C" 4,7-' 45 55 w•v aA/ PL.B,. 447 Pc. ZL I CERTIFY THAT THE EXisfi.J6 New...,o+xmornaNS SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF .WHEN CONSTRUCTED. DATE Z401Weg.04.5..-fa ED e A/Arn,c y I441 vG - /477 7-Amde s REGISTERED LAND SURVEyooR , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . 3S 3 lib Map �' Parcel � Application# � 1 0 --- Health Division I Date Issued (ori Conservation Division �� 43° Application Fee Tax Collector 'Permit Fee g'. , 99 Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 4"O Co L/- I e E Village 6 - - 13Dor-n$I- 'b 1 P 66 v 2 rvole sr Owner E,uima 5. 09 U6 q/I Address ,Ua gal ALL-, f'YI r4• d Telephone g029 '13 Yf Permit Request /Db ,J 12-X/2 ° /015 / T/d// TV lit 120 tel A 4 `X12! i1.D1-5/7°/dN /ice j /AJ TAU- 5- /ve l 41/it/bout J 2.E P / Wv/N7 dt?/; R�_ /.//NH/e /ZI / 5/7)61014LL- u/t/Eigae A1E C�55 AiSY Square feet: 1 st floor:existing 617a proposed /A 2nd floor:existing /✓Ia proposed /✓ Total new /2 Zoning District R f' Flood Plain Groundwater Overlay e P _ Oi3 S•roject Valuation av Construction Type WOO b f co r- Lot Size 7 3 , 607 J F Grandfathered: ❑Yes fil4Cro If yes, attach supporting do umentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure /99O Historic House: ❑Yes V6o On Old King's Highway: 'Yes ❑No Basement Type: 'Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) £/Yd¢ Basement Unfinished Area(sq.ft) /9 2./ A '6uJ (72/6° Number of Baths: Full:existing a_ new 6 Half:existing G new Number of Bedrooms: existing 3 new 10 Total Room Count(not including baths):existing 7 new / First Floor Room Count S Heat Type and Fuel: i9'Gas ❑Oil ❑Electric ❑Other Central Air: t'Yes ��❑No Fireplaces: Existing / New / Existing wood/coal stove: GS'es ❑No Detached garage: existing ❑new sizePool:❑existing 0 new size Barn:❑existing ❑new size 2Yx ly .Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes,site plan review# Current Use S P+/6Lt ..9 1ILY Ito 144E Proposed Use L5/A)6Le F4m/0 1�o/x1 BUILDER INFORMATION Name 19 5./(l E ,(// /il/Q /AUC Telephone Number �7 7/` /Q�U Address P D- J7d X qc License# ®05 6�/S c. AJTe°_d , 444 026 3 2. Home Improvement Contractor# //3 7 I Worker's Compensation# WOE' 007.3 q 6 6 -/a ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO"it/Up GU 4 .4 L19Aib PILL. SIGNATURE / ,/�i" DATE //0 7 ilip' . , FOR OFFICIAL USE ONLY - `- A'PLICATION# • r -J Q... t ` DATE ISSUED 't r MAP/PARCEL NO. 1 - . , . . , ADDRESS VILLAGE OWNER • DATE OF INSPECTION: .. FOUNDATION , i FRAME Ok 9 7y_ft7 g INSULATION o/ ///$' 07 . FIREPLACE t ' e ELECTRICAL: ROUGH FINAL c' . , PLUMBING: ROUGH FINAL V GAS: ROUGH _ FINAL 4,' FINAL BUILDING Ok /.L // i > DATE CLOSED OUT r ASSOCIATION PLAN NO. • .t f AIHEstk Town of Barnstable ! BuildingDepartment - 200 Main Street ASTABLE. * Hyannis, MA 02601 FmtV, (508) 862-4038 ArF Certificate of Occupancy Application Number: 200704332 CO Number: 20070279 Parcel ID: 335078001 CO Issue Date: 12114107 Location: 40 COLLIE LANE Zoning Classification: RESIDENCE F-2 DISTRICT Village: BARNSTABLE Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES • Comments: Liotait AV/Vo 7 Building Departmen ignature Date Signed Fz- go3Z 0014E ti TOWN OF BARNSTABLE, Building . % Application Ref: 200704332 • BARNSTABLE, Issue Date: 08/09/07 Permit 9 MASS 4 i639• .0" Applicant: BAYSIDE BUILDING INC rFp mid A Permit Number: B 20071895 Proposed Use: . P SINGLE FAMILY HOME Expiration Date: 02/06/08 Location 40 COLLIE LANE Zoning District RF-2 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 335078001 Permit Fee$ 83.44 Contractor BAYSIDE BUILDING,INC Village BARNSTABLE App Fee$ 50.00 License Num 005645 Est Construction Cost$ 20,352 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND 12 X 12 ADDITION TO THE REAR, 6X12 ADDITION OFF RIGHT GABLE, THIS CARD MUST BE KEPT POSTED UNTIL FINAL 5 NEW WINDOWS,RE-ROOF AND SIDEWALL WHERE NECESSARY INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: VAUGHN, EDWARD S JR 8L NANCY BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P 0 BOX 700 INSPECTION HAS BEEN MADE. NORWELL, MA 02061 Application Entered by: JL Building Permit Issued By: • (— THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR AN ART THE F,EITHER TEMPORARIL OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE UILDING`C E,MUST BE APPROVED BY.THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND.LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS: THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: - 1..FOUNDATION OR FOOTINGS. 2:"ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. • WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). oak S t - QS.T T .ARDrS® 1S S nt .FRO THE STREET "� (, .ar v�2. ._, ,�-: , .* `x, ..,. � Ysr�, `- .,,;fii; ',a'a' BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS • 1FrrAeoC 0,141" /l 0 1 /Ay 1 /6",,o ? 4)0 k 2 c/ 2 2 -ins -,(9 F()'/C ( / /$97 v. //sie /c) 'd 6K 3/ ' AL /oy 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 B a d of alth 9 iv,), i?.(C`(,67 \ 6 /„.,.....-• i t! . i k .• --. -'4 • , Yliff 14.0 ".1'. A. ,V#, ; ... •i':,,, 4t --_- 4, ''' . e ..\1•4.\ .... ..- " ..- 4 -...,1, ' V, 4. .,---.>. ,., .. ,4 •,:' 1 f.':," •',' .'...t. • ,'.`.''''' ',,;. k . ., ,.P/ . iS'Pt'•r, . I;f1114f 4. 0i.re'fi.kr , . lr A .144 .,1 to i • ; 1 . i. 11 $1 1 -.- •, I1I ''. 1 i'• a 11 id ',",": •41' 4 , 1, -• . , kN• ' 1 . 1 . ,.... ,.:..k..,•-'' - -_----:, . ),I;I ,,,"2,'L. 1,'\ •flirt .d I . .•,i.-A 4 '',' ',f,". • It • , • ;,,,/,..,.. '.'::',\ .i',) ,1*,'" ',',\..4'.s. 4; ,'• s. .4. ..,,,,,t4•,;:iic 0. ___•••• „,....1,.. .....: .,,,, . • . • . . . . , . . . • . . --:.., . • . _ L,J•4:--%;.• . • • . . . .,... • .• ..• . . xsU:CATION t9gtYs &E,(Cl'HH4 'p) SCALE . ". ' . . DATE ,Z3/98& / . PLAN REFERENCE . 0!S!�. .(.7 ...'.4... . 0 • v‘ /p2 /1 v \ % , fl P� Zo°�a , . i / t. ____--- ) AR' '1j /5k....... / / 1\l' # 6 ) ,( r(• �J 11' 54,I ... 09 i r • ' \-9Z J Vi 4 /' ' \ ( °v. ( \''s 7 \ - \ A° -- 16'5(91". . \N. 9' `� 1 v1 �) \l d ~J� %�� •1 o, .` I )/ I. I • � / CbN BOUND ...� --�� • ,7 06e, -\c- N , 0 / r ti� p1/2c1 , / : / \` \\ . . / ' ., 1 dr \ ecQ,1 �fn / \e01( Uh1RUis "`" :jELF'f E 1 . Al-T, Ilo. 2100 601,6 / A4,-.. (6,1sTw::... ,A5/eil.-' I0, -.-4.-t.--6,.,..ir.),c...,\?. .,.f.. . 4-vw,1?ev E: .'4:ee..&y 4-Ti4. PeT/7/o^,E72S S/./4-2-7' z aF Z s//Ez--r3 L - Oo 1- /OP OF FOUNDATION s CONCRETE COVER CONCRETE COVERS ff •, t I � '.,� •"'r{'ml/hl/�1s7��rTl�;iu.Ali �lnrr��.-.fir .,gAlr)r C,/S .° 0 4' CAST IRON 12"MAX. ' ' ' ' • I2"MAX """ ".'•m„" --A-,,af OR SCHEDULE 40 + a 4"SCHEDULE 40 PV.C.(ONLY) ' i 1 0 P.V C. PIPE 83 Li r+-' PITCH I/4"PER.FT. `ll PIPE - MIN. } LEACH < e PITCH 1/4"PER.FT. e°n i > PIT < PRECAST 0 0' INVERT ''. ---''''''''''U "' 0 Q { LEACHING '•° EL..47.8.3.. INVERT INV RT e . c5. <a•; PIT OR • °', SEPTIC TANK EL 47'/4 DIST. EL .6,L7 ; .� w : <.•;c EQUIV. •e INVERT / BOX _ ' /ova GAL. INVERT .,3.5�a ��" 3/4"TO11/2 o' EL.S�7,3L EL1C-8G INVERT ;.. Ww V <::., WASHED I w STONE . ' �,. Ez 7 C 44 I - T— 'r:::".:1 •0 --�-r, ~--/ZD I WA.A. ► I c�N rEnz6n 1 PROFI LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM NO SCALE • P- G 776 SOIL LOG WITNESSED BY : DATE M'V,•3 / 87 TIME. ? °v/ 1 sj67U27 /7''‘/N/NG , BOARD OF HEALTH TEST HOLE I TEST HOLE 2 L-"27///4i24) G- / eLCl/ ENGINEER L"LEV. ..ftr 30. . . ELEV 3-6.7° • La4r/ C/ Lv/4-r! it Sc. - C./3 So// 30' 11 _ DESIGN DATA . / 508 Sol C. 54„ %� N"/ E NUMBEROF 2 4 �z 4s:80 Any BEDROOMS Gn'' £Z.4s-:7,A*''° CnA/crS C IAyen. of TOTAL ESTIMATED FLOW . . .2! ?2.� . . GALLONS/DAY S41,1 0 G./IAA/Eq. BOTTOM LEACHING AREA • /.3,./. . . SQ.FT. /PIT/C./?D, wirN G,QAVEr - rlbv/ SIDE LEACHING AREA . . .1.3.. ?. . . . SQ.FT./ PIT/Jz .yC.P.P, Cost GARBAGE DISPOSAL . ./YG!�E.(50% AREA INCREASE) /t8�� 4Z.3j,(3 Sieri/V TOTAL LEACHING AREA . .Z¢S y. SQ.FT CC PERCOLATION RATE LOSS. �� 7Wo MIN/INCH /sz EZ.3t-3o /At" zZ.3B.7o LEACHING AREA PER PERCOLATION RATE .i3.. SQ.FT./,o N.4.WATER ENCOUNTERED NUMBER OF LEACHING PITS .G,/e- '/j H//2 / APPROVED . . . . . . BOARD OF HEALTH ,77 . ??: G/:.5, ,/c_ OA/ Au . .-S/.P4 . . . . . . DATE . . . . . . . . . . AGENT OR INSPECTOR M• "'' a+„• jN if Zor J4`G , -....,•:;- 1,D,p,,,\E-51 !,i-,,\;. I . 0 .. - ...,,::: . ,L„,,,, ., „ Cal_L/L LAw� • • - `.o_Fl 1 i, r I.'n !S C,,' PETITIONER %�: .. '.,i 1.:;''' :' - - - L-7 ko.,,eo l JfC-ZtG2 G-TUX W 'i' 7 D'C�7i I • • • i, THe' . . Town of Barnstable. • . sf11,0Regulatory Services . • • • '; tx'$ Thomas F.Geller,Director • 420.. m*P' Building Division Torn PerrBuilding Commissioner g stoner 200 Main Street, Hyris,MA 02601 • www.town.b arnstable.ma.us • • Office: 508-862-4038 • • Fax: 508-790-6230 • ' Property Owner Must • Complete and Sign This Section • • If Using A Builder • • • • /Vyl2 X� 5. I/Ava , as Owner of the. subject property hereby authorize IiY5/t ` (J/L b/emsq i NC to act on my behalf, • in all matters relative to work authorized bythis Molding permit application for: qO �OLc 1 1 IJJ. c am/4 ,466 G' l b (Address of Job) . • • et"- ja.4.4.1 Signature of Owner ate • • • • • • ,Du'et1, 46. s : V4 v6/fAv r . Print Name • • • Q�ORM S:O W!v ARP ERvI IS S ION • f RESIDENTIAL BUILDING PERMIT FEES • APPLICATION FEE New Buildings $100.00 Residential Addition • $50.00 Alterations/Renovations $50.00 573.0 0 Building Permit Amendment $ 25.00 FEE VALUE WORKSHEET NEW LIVING SPACE D9.I a- square feet x$96/sq.foot= {a0,3 x.0041= S. 3 , vy plus from below(if applicable) . • ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= • ACCESSORY STRUCTURE>120 sq.ft. • . >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 • >750 sf- 1000 sf 75.00 • >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= • • STAND ALONE PERMITS Open Porch x S30.000= (number) • • • • Deck x$30.00= (number) Fireplace/Chimney / x$25.00= , S( (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable)Projcost Permit Fee i /5 Gp . if Rev:063004 7 • MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 7-2-2007 DATE OF PLANS: 4/22/07 TITLE: VAUGHN PROJECT INFORMATION: 40 COLLIE LN. BARNSTABLE COMPANY INFORMATION: BAYSIDE BUILDING, INC. COMPLIANCE: PASSES Required UA = 198 Your Home = 182 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 216 30.0 0.0 8 WALLS: Wood Frame, 24" O.C. 580 19.0 0.0 34 GLAZING: Windows or Doors 108 0.350 38 FLOORS: Over Unconditioned Space 2160 19.0 0.0 103 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date 1 Fr' . MASchedk 'INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 VAUGHN DATE: 7-2-2007 Bldg. Dept. Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 24" O.C. , R-19 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.35 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location AIR LEAKAGE: [ ) Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts shall be insulated per Table J4.4.7.1. r � • • 'DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. [ ] SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ ] HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 I 1.0 1.5 2.0 140-160 0.5 I 0.5 1.0 1.5 100-130 0.5 I 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only) • 01 U Ill aa, _ a 71 l la #: .®� C_lay:'- 1UI ! L _ z ��S t I -II'It It LIU Mkra 1 1 1 I I I II I �IU 7. �.a 4 ADomDNvz 6r - FRONT ELEVATION • ��)) 6'- SCALE:I/4' . I'-O° (111 co c!I .- • MI 1 'l trI ` 1 = ford• \ CL toNadia _ t t,� II— rd 2 .4 .._____. _________. _,,, ,____,...L.,.. M a Q d �I — I� Nw WINDOW — I.-.ZI 2 � r >J S Ij fir' NON WINDOW AC �[;L-- / —PATIO LI-- r' � T / pf'�. k'ti." f1' 1__l .'A t .{`< <� r _ Lj� t1�-rFt- � 1. '' l ,1 () :(,:' FFI--�-IIrr{-- �- BULK HEAD-„ .I ).`( ( l f (. _[:�_Y1 I..LI..I fga �1. �� p:\ t-i I 1 i° ( s L.!., SWEET 1 OF A ADDfTION � L < J • I i 1 I I I 4 1`f� REAR ELEVATION d J � II SCALE: I/4. . 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E. - th • =CRETE NALL. 1 T 1-.7., IZ, .... - CorKSLIcuS FooTE. :i . Df ..k. I . I ,.,..9 )-- ,. I 42 C. L., 1 — • OPEATE 1 a L'i Ki . _..., . • 1.1,(()) .,L V) 'r FASTING BASEI-ENT .... . • eslis -7.•,,, (c) LX ,c,k) 1•••,1 shAV-A•coNcASTE NALL Wave o.n.o.FCCITING NI k--.) Lfl ki - /ci ,, 1'; 0) .. OFLAWL-.4..‘ .',. 't ',•.,-. 4 L111 •• •,i ail .7_. • • ,-. 1.'•.. ) in C _ / .. ,.. - tt Oe .. Pur,4C)ATION PLAN ot , ..1, 6.-o• {j to < RIDGE VENT ... 1 ,.,-I 01 PIAT0.1 IVISTING 1:12..-2=r- riATO.1 IDOSTING IL G RCOF PRO., 2.0.8•If/0.C. ROOF PITO/G 4 I i001111.401a116.,., t= 1/2.PLTWODO SNEATIANG/ ASPVALT DENGLES OK 17 Aillik\04 I- Anii.M11.'411.11.1 (t) 6) ; Z Z, W .- 1 /1411111111111L- 'lb , III ; CL 4 -,,,N., ...7:xi I--7 MI = ' = ...> tu IsS STRAPPING . NS FASCIA/NA ssomto nts-tsat w k3 Z V2.GTP.WARD •IFHF =1 CD/11ND°.VENTING SOFFIT PLATCLI EaSTING TRIPI -d -;( ' -- TTP DeTKRIC4,..IALL . aiihta LLIsi , ' 1• - ' t i I! - A al A ,_2,A4 ECT.SILOS•IV O.C./ RD F.G.PAWL./ 1/7.Oei3 SRFATHiNG.1 TTVEK WRAP/W.C.SKINGLM , • 0 ' ,....) PLATON EXISTING _,i,„ 1 0 A 'Ffo' r....... ....._ ,_ FIRST FLOOR rEIMMIIIIMPION...1.511., .,. 1./.0.13G CGS SNIEFLOOR /5.••11.0C B, 6."•----- -. IDT Li -Hu, „t„.0,,,,I.T.r Imre- . . , .„_14„ . 2.CONCRETE M....113 OC•Rfai::6:-.,SEC.:1101 I 1 SKEET ti•:.;— --..-- I 11 1 iti,11, 4 STIL VAPOR BARRIER 'tlV4."..I-a Eng:L-II‘ta -- 4 r -A v • Ar BARRI., 7 P.T.STTP PCX/NDATION NAIJ_ • ILL.ANDICREO .-0.O.G. • 0,:f---.L. _EI.,-TCN - ffill op er CONCMTE WALL DAMP PROOF BELOW GRADE m ........ .= Oct.CONTINUOUS FOOTING . . -;G9, 07O6 i DRAWN Et, KW .DATE, 4/2.-'/O7 i Assessor's office(1st Floor): M /� r. ,,- C Svc,- , i n... C, TNe f Assessors map and lot number ' /A-I" 3T C. LO T 76 t ee ��__ A�©L �a�,O t. v AL I IN COMPLIANCE 9� - QUO` TO``� Board of Health(3rd floor): d� .� Sewage Permit number /!.— A -95 WITH TITLE 5 �p y��j 7 TRO 8�IE�p� ",(A11 AND 1 Z SAHJ9?11BLE Engineering De artmen (3rd floor): _ 1---- - � a k, �`�At,�r,lb CODE � rasa 9 9 P z `'cs"'L `x' y House number 4 L.4I L. L„MAly 011444A40 I1TQ '5 \i '4.,7 !..9L 4 1O '0 1639. %44 Defini 4ve Plan Approved by Planning Board 19 �'0 MAI APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only i c., ,.,. 0- V'_,4 .'""'""272iC...., OF B A R N S T A B L E . ,..,e,7/9.7.70-,. _ /'-' DING INSPECTOR APPLICATION FOR PERMIT TO 8 v I L D Ale,(,(J )6.7X c.bi cem-it,A-4*& TYPE OF CONSTRUCTION /'A-/Vf E ,t/o v. 2 19 9- . TO THE INSPECTOR OF BUILDINGS: • The undersigned hereby applies for a permit according to the following information: , Location 40 LOLL!C GA-�t/�i �U A4^it.4 J Proposed Use 1)RI iiA re v $it= -- , Zoning District /61- 12, Fire District C7j `1 Ali{Al r 'f ✓i4(J 6 H /✓ Address n0. c2x (657 Cho f-/ #5 6 i A4 A t Zozs- Name of Owner - � i Name of Builder TOAbkL-) DO DiR tDGLi: Address P.o•JdX 421, L.; .ORLC-/}NS,1 m 024c/ , Name of Architect Q y�►C`e 4 W!LCO XC Address r&G-IQ ,a) 0 R .LAl S•A4i4 O24 53 Number of Rooms ` itt`A' Foundation P4 U'e a coNC/16Tr ail/ C IJ 1*JC L t Roofing ! &FCa Exterior 5 � ' C. � 54 1 L E 1I Floors No N e . Interior 01 C%J rQA` 't Heating AID QC- Plumbing itiOu6- Fireplace N D A JEi Approximate Cost 01(0 ,000 Area 4 I. 5& Diagram of Lot and Building with Dimensions Fee cca; A-T'TA-Ct4c:> )4-W g 1J6 Pi b-rs A is e4 I (.e--4)( . f't S(I Q✓c. KG ct c: • OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable e ring he a ov construction. Name 4)41 Construction Supervisor's License c i ! 2 Z I - / w. "s VAUGHN, ED & NANCY -, •No 3 6.33 2 *Permit o B• ILD GARAGE , Z.a ; Accessory. T 1 Dwe +1 ing Y Location 40 coriti L he Y r Owner Ed & Na . Vaughn . , , .... .. _ ._ 1' T, a of-Construction ' F ame Type }v . N • )1 !I/ . __ .. .•" -• ..,, . „ •. , . -. Plot Lot " - j". Permit Granted November 16,, 19 93 ` _ . ? .a Date of Inspection 19 Date-Completed J/2 Q`' : 19 ii ....."7.;...z.a& h s r 1 q raf' - • . t. I 4 I . 49 4__ 6''`72,96� • ,,�2-a . •` ./ N I \ f I y ,V ( k-I - ..9 .,,. 3i k LoT fok� ► � 1 1 Zzs FT-`' 1v 1 '��i ►I� 1/4 Z I I �P�`v, _4f4 h 1 tVL � No. 261GG co A 3 c '44t LAKE I i w` _ ,I 1 CERTIFIED PLOT PLAN. / R\ / LOCATION .. S...... -�...........o. CoLe /z _+ L"9,v6'� ` _ __ SCALE 1 = °' DATE /B./lc,2:3 02/V ' l /ipe� _ PLAN REFERENCE .3.-`7'`1C" 47i4„ 4.5 S,44w•v cw. ./?4.age. 447 Pc. ZL • I CERTIFY THAT THE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF , . .,, .WHEN CONSTRUCTED. • DATE oc-T. '8 /f,9.3G�� ' e-7D B' N�-MG y 149 t/G/,�/ - ' 'T/o tie s ND REGISTERED LAND SURVE •R^ k . — - - • . . . . . . ,- . 4. . ... . . . <-'---, . • • • ....... /7"-- .. . V.--- • , ., ....„ i'• • — ,..... ‘ " ( :. - —..,„) ''' ...---\„ _7- ./---. -----, — , ' . . . I . . 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A 1-Z1-13 WE _ .. ,...______,.. ____.........,... ...c..,.,..r,::.,:......- r. y mat' Assessor's, offioe (1st floor): 3 S 7� SEPTIC SYSTEM MUST PE OFTNEr0 Assessor's map and lot number 0. 1p:t='` COMM,rQ *`o M Board of Health (3rd floor): r' TITLE. d Sewage Permit number — /31 e3. ,m 99HdsTLBLE, S E.Engineering Department (3rd floor): wyr�� �> C n oo MAIM.• 46 House number �0 TO �N REGULATION n1„9•0, APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00. P.M. only TOWN OF '. BARNSTABLE BUILDING.' INSPECTOR APPLICATION FOR PERMIT TO NO V - . C_/A) C. 3 Z1'a" TYPE OF CONSTRUCTION I^ POC) /Y el 2B 19 89 TO THE INSPECTOR OF BUILDINGS: The undersigned hereb applies for a permit according to the following information: L Co� T 6 ) ea i L . Location Proposed Use /26-5I!) Zoning District �,G Fire District Name of Owner 6rDIA/A22/7 fro le�"/--6 /90X -57 � Address ''7M Aq,-.'' �J Name of Builder Address Name of Architect Address Number of Rooms -� Foundation ed^iG✓e��� Exterior kPOoD Sl�G7 .4^ Roofing 4-5/2/7/% T Floors We, f, Interior t-5-Ale �e--. 1"'• Heating aZG 27ZIC- Plumbing c-:;,p,aey-- Fireplace Approximate Cost Definitive Plan Approved by Planning Board �`�'V / , 19 &I . Area /` 1,�� -- Diagram of Lot and Building with Dimensions Fee C-4 SUBJECT TO APPROVAL OF BOARD OF HEALTH4/1411 /cJ � f * V/ ttet--mo vAde_ OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Pi91�.ris C Olntlt/6ajC.� 7 . _,.Construction Supervisor's License L • III_ ' KELLEY, EDWARD E. • , it ..„.-- No ...1.8..0.6._ Per'rnit for Move Lt. ,f-1' • Single Family Dwelling ..t. . ....... :. ' , -, Lot #6, 40 Collie Lane ... -, • ,-. Location ,. .1 , Barnstable -- , 1 , - - / ,.. Edward E. Kelldy Owner • . •.:-.., . ,- Type of Construction _ Frame • / 4.--, C • . ( ' -1, . ., ... •.. Plot Lot .) - , , n , ...,- ' r , ..- April 14,. 8 8 Permit Granted 19 _..,i •Date o.f, / .Inspection , -g6 —8`8' 19 r- 1 ' . . --:t. , . . . -•,', ...,. -.... . • Date Completed //-6'...C26r 19 ' ...• •...., . '.;?" . . ,, C.1 , , r, s.-- ca , .<1.-. ., i p , / 1.... -A / - r IL . I, , ... .r . 1 ' • . / ' 1. • .• ..1 I r/ .,',1 • .7 ,• •, : i., ,_- /`G ib' .5/1"4:L'r / Oor Z, Slea- 'S WCATION F :°A eA.E,<Cc1!'ei /1 SCALE . ///4iec'' DATE MA*.23#1.841 PLAN REFERENCE �c�/A'' / '� e / ,fz' At/ern/ i.L ..7.: .e6V-44 r . • B&. , -c i '` !,° - \\ \ r , ' ! ix� v l fl02.O • rh ,,.. - N n 2�0 \ t i _____-- ) I ./ ) / ‘ . 4450 ,icri ',/ ` `2/ Ppr,d 4 / Say '/ I' k:f ti i / ...-'''''.-'''' \ .---- ..^'"---- I - I \ / % '-- .a. \-Qi \ /1 ./ \--c, o \ 0,>,/ .‘f ( i' I. / \\ - �B •, o\' . r S � \I / T� \ , *I \t s\ cp-' ' I 2ZLfv. 7r,�1 of G-- `•'' // ).1 .\ t w P q ppiA /.. Cone. BOUND= 1.1/.,,.....\. \. V \ \ `Q. / \ �NAA , 7 '-'-.: . \ ..."/ 0 / , i ki• \ , 7 \ �r A0tN OF ,ygSs :/- E , ..: o`er Elovv`s�F ' • :lic 7 r/ INo. 26100 �� / n�j kPI-GisTE0 l/ 1�G�i Tfv�`✓c��72,j • f L. oo /OP OF FOUNDATION CONCRETE COVER °;' CONCRETE COVERS ,♦ "" r/77//`77J null77/7771•I'ii A/7 )l.,emaN 'n77 / nir�77hr G.IS �e D 4 CAST IRON 121�MAX. 7n""7r77" 7777„7,,:..7.7"1'1":. . '-12"MAX. • , rm� OR SCHEDULE 40 in 4„SCHEDULE 40 PVC.(ONLY) t i P.V.C. PIPE El C~ PIPE - MIN. } LEACH < i , ,° PITCH I/4"PER.FT. A (�I PITCH 1/4"PER.FT '1% '1 > PIT K'• PRECAST °'e -- b LEACHING D', INVERT (UJ ,t'` ° a �•`' `,o EL. 7.�-5.. SEPTIC TANK INVERT INVERT oo w 0. �:�' PIEQ�V. DI ST. % ,,c INVERT EL 47./�' BOX EL = O ;,. /oa a GAL. INVERT �3,5� ~ o' o; EL.47.3�. 2L INVERT '-" v° �' C:,. 3/4 TO I(/2 ELF•.... •. ww V: c -i ore EL4C.Zo °• Ito : �� r- WASHED w • . - STONE D'C • 4 24----1-4-6I D I A. --t-{ hoc.,./u61,7_6726.0 TO `,' • hi--/z' DIA. a o PROFILE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM NO SCALE SOIL LOG WITNESSED BY : DATE NoV.3 0-.07 TIME.??.:.° ' - /�� l7. tiN11.V.� . BOARD OF HEALTH TEST HOLE I TEST HOLE 2 L-�/"✓/4-n/a G-'. ,eeG4 / ENGINEER ELEV. 4.-0.. 36 ELEV. -6-6.7o 0 30" s��3-sr, DESIGN DATA :So e f(-, i�%%/1 L2.46 Zo 54 H4- c , E- NUMBER OF BEDROOMS . 2 - 80 Cc'' cz.43',- S,rr,..v CvA-2zSC u-iyert of TOTAL ESTIMATED FLOW . . ... .c. . . GALLONS/DAY SA�o C `LZ BOTTOM LEACHING AREA . '"3'./. . . SQ.FT. /PIT/C.AP, wiz G V i'7bl7/ SIDE LEACHING AREA . . ./34. . . . SQ.FT./ PIT/3z,',/C,P.D. CoA72.16- GARBAGE DISPOSAL . ."/G!✓.E.(50% AREA INCREASE) �Z8„ 3�C 3 S�/v TOTAL LEACHING AREA . . .4S, a z SQ.FT • CC Z-css 7N4- 7iy/o 3 PERCOLATION RATE MIN/INCH 152 /�/// &Z. 3o /44" ez,..3B,7o LEACHING AREA PER PERCOLATION RATE .113. . . SQ.FT./;4€0 . ' .WATER ENCOUNTERED NUMBER OF LEACHING PITS . G^/ '. /J/T 1/V/77/ i APPROVED . . . . . . . . . . . BOARD OF HEALTH 72CZ- '/ 57 A# cA/ .9� S/DL— DATE . . . . . . . . . . AGENT OR INSPECTOR .N OF r-R IS OF 4 % iff S r.L-iLEY ; 00 CPGL/&" L/ / (, - No. 26100 4� . l i�,, '�FGt St F.a`��ibILLI � `\A;..-9 le SAnrtA10 ,, PETITIONER : �w/.jLv C- ,�� &-j—,x • • • TOWN OF BARNSTABLE BUILDING DEPARTMENT • HOMEOWNER LICENSE EXEMPTION • Please print. • DATE /y4-7-ec,4/ Z v / f3 JOB. LOCATION � Z,' r e A �� •y�i/I v, Number Street address Section of town "HOMEOWNER" LsDk422-, ‘5‘Z-S-757 .3Ca-.zz6G Name Home phone Work phone PRESENT MAILING ADDRESS 8d x' 5/ ,0. City/town �A - a�3`7 y State Zip code . . The current exemption for ."homeowners" was extended to include owner-occupied dwellings of six units or less 'and to allow such homeowners to engage. an in- dividual for hire who does not possess a license; provided that the owner acts as supervisor. (State Building Code Section 109. 1 . 1 ) )DEFINITION OF HOMEOWNER: Persons) who owns a parcel of land on which he/she resides or intends to re- side, on which there is, or . is intended to be, a one to six family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official , on ,a. form acceptable to the Building Official , that he/she shall be responsible for all such work performed under the building permit. (Section 109. 1 :1 ) . :The undersigned "homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of BarnstableBuilding Department.*minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements: • HOMEOWNER'S SIGNATURE 9 • APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35,000,cubic feet,' Or larger, will be required to comply with State Building Code Section 127:0, Construction Control . tl 8 • • 1 j,is a ti • HOME OWNER 'S EXEMPTION The Code stat: that : "Any Homerbwner performing work for which a building permit is r:qulred shall be exempt from the orovision`s of this section • (Section 109.1 1 — Licensing of Construction Supery sors) ; ;provided that if a Home Owner engales a person(s) for hire to do such ork, tha such Home Owner shall act as sup:rvisor . " Many's\Home Owners o use thls exeoptIon assumin the \responsibillt :s of a superOlsor (see Appal dex Q, Rul -syandre Regulations• for Icensing Const ction Supervl ors, Section 2.15) . . This lack of awareness often results In serious problems,2\ particuiarl, when the ' Home Owner_ h1r4es unlic nsed persons. In this ase our Board cannot the • unlice sed person as it - .>uld with licensed Sulervisor . Th. .Home dOwnernst acting as,.sup visor is ultimate! respons ble. To ensur that the Home Owner s full aware of his/her resp.nsibilities, many communitl s require, as part o the p rmit .pplication, th:t the Home Owner certify th t he/she understands ' e res ons b..iiities of a su,ervisor . On. the last ' page o this Issue .is a form urrently used by several owns. You may care to amen and adopt such a for certification for use In your community. • • • • • • . r • e. e • . isj O� O O tp 11.3, ‘.2Sv,* ,, 9' / / ss . . . io�.00 • • /LYL3 = Z7� v / r J ' F /` /4 . /L, iL' �/L iC/,� =;,9o..- ,"�r: ."� 1p� . 4'0 23' / ¢ /�, /L, 5, 7vT�c = 44e' `' ,i _.•/ 1 / t i, ./, �Q'\- 0 F r}•SAS / 1 0 / ,�A, :..., EDIRD �r: °'.' 302, o ,.sLLEY ` + I • a�' -- . K, /' No. 26100 ti7/' 3 • s/®kkL LOA° ' `‘.1 CERTIFIED PLOT PLAN Ib C o L L // -- L A/vE' LOCATION C !?2/.??.9.4!/ .. . /7).95S. Pia iv 5201 ,W/pr SCALE . / -•Yo DATE . .. !a/.8:'$-. PLAN REFERENCE ,6'.../4/a-. L aT '°'P ' slw.v an/ PZ,die, 447 - P', z6 • I CERTIFY THAT THE X./ST... .,�0✓/2/,C)• �' SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE q SETBACK REQUIREMENTS Of THE TOWN OF i .6,149./.e/t/.57.i9,3L VI WHEN CONSTRUCTED. r DATE . f REGISTERED LAND SUAVE" R THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) " AGE DATA r • • TOWN OF BARNSTABLE, MASSACHUSETTS BUILD) G PERMIT DATE 19 PERMIT Nd° ^�18O6 • APPLICANT '�� : + ADDRESS ., , - (NO.) (STREET) (CONTR'S LICENSE) PERMIT TO _i...',V:-: ; :',.i...: ; :..<.:;c ( ) STORY - I - ., - WELLING IT NUMBER OF (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) - ,D UNITS ZONING AT (LOCATION) ....•.. 1.' r .., _ .. i1.Lc._ ... . _ DISTRICT ''i',--._ (NO.) (STREET) BETWEEN AND • (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: • AREA OR VOLUME ESTIMATED COST $ _ : r I„,1.,!6• '.'•..I FEE .$ -`141 ,.1.1{;. (CUBIC/SQUARE FEET) OWNER 'I, ADDRESS '.,. ei.i. / l.�_:..' _ ..�i:..t. BUILDING DEPT. BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR 1100PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- . PROVED BY THE JURISDICTION. STREET OR'ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2NG.2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI TO BEFORE FINAL INSPECTION HAS-BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 ' I , 1 2 2 T Ira Z �Ib r 2 � 3 a �.. • / !-L--T—z_:N -4_-0----- - n .- 44" HEATING INSPECTION APPROVALS ENGINEER) G DEPARTM —i3 _Gf I 1 -- if I II OTHER2 ---- - BOARD OF HEALTH • WORK SHALL NOT PROCEED UNTIL THE INSPEC- I PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION , TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SI,', MONTHS OF DATE THEARRANGEDNFOR INDICATEDE EONP THIS CARD CAN BE CONSTRUCTION PERMIT IS ISSUED AS NOTED ABOVE. BY TELEPHONE OR WRITTEN • NOTIFICATION. . 0FTN�� TOWN OF BARNSTABLE Permit No. 31806 BUILDING DEPARTMENT • I I TOWN OFFICE BUILDING Cash • ���ouY'` N/A HYANNIS,MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to EDWARD E. KELLEY Address lot #6 40 Collie Lane, Barnstable , III USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0'OF'THE MASSACHUSETTS STATE BUILDING CODE: January 7 92 .... 19 Building Inspector • • A • • • • • • • • • • • • • • • • • 1 - 1 r • I .., I ., ti , j. I I I I I 1 • I I t. I I. I .I 1. I I. t ' r • 1 I •• I i 1 .�, 1 .1 : I 1 •1 .l i r Y I I .• .t t t • 1 1 -1 r -1 -1 -1 - •1' . 1 1. 1, 1.•1 .I' .I• 1 _1 1..I• • •• f . 1 I I I • 1 1' 1 . 1... • 1 L 1, 1 1 - 1 • 1,' 1J..1` 1 i 1 •.1.,1. 1- ':,-.( R 1 1..� .I :I I. 11 •1 I 1 • • 1,. • 1 , I ••-.t- 1' • 1_ 1 .� I '. 1 I- -1• �-1 1 •l: I .1 • • :�.0• .1]' PRODUCTS • I. i:.i 1. I •I ., !' - -1. I .--I- 1 . t I. . L l; .1'. I: I I 1 1 J I i I• .1• .I. 1 f ..1• 1 ' 1, a. I. 1 I. I 1 I •I r • I 1. tsall about.th.e o.�d`�• �• . . f 1. I I . 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LIVING . iv © BASEMENT BASEMENT BUILT-IN _ o CABINETS m (VAULTED CEILING) m C ANDERSEN —1—'c TW20310 c RE-USE EXIST. v \ 2'6"x 6'8" I\ x 1,6• DOORS INTERIOR n vr- ZN FRENCH PKT.DOOR INSTALL EXIST. _J I TRANSOM DOR NER II e T ABOVE I,..„....:1 �7 ON. III I I s-z" a-to" — \4 / 18.-0.. l ? UP I - EXIST. II NOTES: BASEMENT II I H 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS - -- --' \ I &DIMENSIONS IN THE FIELD \ ' 4 — FIRST FLOOR P LAN s— 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER l' 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT ' s-o" LEGEND: FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR s-o" 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS BASEMENT PLAN 1 I EXISTING WALLS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 L__J CONSTRUCTION TO BE REMOVED 5.) 110 MPH EXPOSURE B WIND ZONE //z/ NEW CONSTRUCTION 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD SMOKE DETECTOR 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY FOR ALL ©CARBON MONOXIDE DETECTOR PROPOSED&EXISTING DETAILS E DETECTO S REVIEWED 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS • -ry 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS 1,�/ < 6 TO BE 3000 PSI BARNSTABLE BUILDING DEPT. DATE 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE FIRE DEPARTMENT 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED DATE IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" BOTH SIGNATURES ARE REQUIRED FOR PERMIT/NG CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION &WITHIN ONE MILE OF CAPE COD BAY PER STATE OF TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) MASSACHUSETTS WIND SPEED MAPS v FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL U-FACTOR U•FACTOR R.VALUE R.VALUE R.VALUE R.VALUE R.VALUE R.VALUE 15.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS 0.32 0.60 09 20 30 1509 1012 FT.DEEP) 10I13 VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS NOTES, W/OWNERS PRIOR TO START OF CONSTRUCTION ' 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY 2.15/19 MEANS R=I5 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE.INSULATION OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION 8 ENERGY REQUIREMENTS INSTALLER/CONTRACTOR. 17.)ALL HEADERS TO BE 3-2 x 6's UNLESS OTHERWISE NOTED TOERRORSIOR OMIS IONS HOOTIFIEND on SCALE DRAWING NO. /fir THESE DRAWINGS OMISSIONS ARE SOUND ON .- � COTUIT BAY DESIGN, LLC NEW ADDITION FOR : THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 1/4" = 1'-0" 43 BREWSTER ROAD INT ESRDRAWINGS IF CO STRU CONSTRUCTION MMEN DRAWINGS IF CONSTRUCTION VAUGHN G H N RESIDENCE COMMENCES WITHOUT NOTIFYING THE MASHPEE ,MA. 02649 THESE OF NGS ERE SOL LY OMISSIONS. DATE : Al THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508) THE OWNER NOTED.ANY OTHER USE OF 274 1166 THESE DRAWINGS REQUIRES THE WRITTEN 2/23/2016 FAX (508) 539-9402 40 COLLIE LANE CUMMAQUID, MA CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. , t• • I I u 2 /mVEXIST I I Il I I TOP OF PLATE �1. L I I _1 L ■■■ ■■■ ■■■ z NEW AZEK OR KOMA 1 x6 I I I ■■■ ■■■ 0 N I g ■■■ CORNERBOARDS I 1 1 ■■■ ■■■ ■■■ N 11111111 - • i _ I n . 1 _ — H, H W I I L I I 2 NEW W.C.SHINGLE SIDING I LI I I I I I f l 11 11 1 1 I_ - a TO MATCH EXISTING 1 1 I f 1111 11111 FIRST FLOOR 1 1 1 1 1 1 1 1 1 1 1 SUBFLOOR FRONT ELEVATION (- I IJ NEW AZEK OR KOMA RAKE BOARDS TO MACTH EXISTING I 12 12 23 2 12 11 D NEW ASPHALT ROOF SHINGLES EXIST. EXISII. TO MATCH EXISTING •NEW AZEK OR KOMA 1 x 4 NEW AZEK OR KOMA FASCIA, TRIM B.2"SILL I I I I 2 • \ TO MATCH FRIEZE,&SEXISTING FIT BOARDS TOPOF PLATE / 11111 IIIIII11 1I1 - TOP OF PLATE 1.171....."1...1.4110611 H ... :,.....__ _____ , I H L7 ill M . . ■■■ M ■■■ ■■■ ■■■ ■■■... • ... ... . 11I11I c_,z ■■■ ■■■ ■■■ ■■■ ■■■ III 1 i 1 I 1 y N 1iiiH ■■■ H H I 1 I 1 I 1 0 x ... i:: ■ I I I I I I i e ■■■ III ■ ■■■ _ - I I I I I I l I a 11III1 I I�1111 11111[ . FIRST FLOOR I I I I l I l l I I I I FIRST FLOOR I I I I I I I I I I I I I 1 1 SUBFLOOR 11 1 1 1 1 I I 1 1 1 11 1 1 1 SUBFLOOR 1 1 1 1 1 1 1 1 1 1 1 1 1111II 1 111II I \ ' I , • LEFT ELEVATION REAR ELEVATION THE DESIGNER SHALL BE NOTIFIED IF ANY SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW ADDITION FOR•• ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF DOLL BE RESPONSIBLE FOR THECONTENT T� 1/4�� = 1'-0" LK 43 BREWSTER ROAD I"I VAUGHN G H N RESIDENCE N THESE DRAWINGS IF CONSTRUCTION MASHPEE MA" 02649 COMMENCES WITHOUT NOTIFYING THE A2 DESIGNER OF ANY ERRORS OR OMISSIONS. PH. (508)274-1166 THESE DRAWINGS ARE SOLELY FOR THE USE DATE : . . . FAX (508) 539-9402 40 COLLIE LANE C U M MAQ U I D, MA AR ITECTU RNOTEORIGD. PROTECTION THER USE OF THESE DRAWINGS REQUIRES THE WRITTEN 2/23/2016 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF N990. r . V . 18'-0" 12'-0" / / / SOLID 2 x 8 BLOCKING IN THE OUTSIDE / 18'-0" / 12'-0" • TWO RAFTER&CEILING JOIST BAYS @ 48'o.c.,ALLOW SPACE FOR AIR • FLOW ON THE UNDERSIDE OF ROOF 2'-0' 16'-0' DRILL&PIN NEW FOUNDATION ' SHEATHING / 4 x 4 POST FROM RIDGE ®' TO EXIST.FOUNDATION WALL DOWN TO 3-2 x 8 HDR.WI NEW 4 x 6 POST SOLID BLOCKING IN THE e &BOTTOM 4 x 4 POST DOWN TO UNDER EACH END OUTSIDE TWO JOIST BAYS FOUNDATION UNDER OF HEADER AT 48"o.c. DROP TC TOP SOFT WALL HTOEIGHT - MA7CH EXISTING HEIGHT EACH END OF HDR. I 2K 1J 2K 1J / *- /TOP \ \ tl I111 II 1 F I - %p '/J 1 -� I 0 1 I 1 1 1 1 1 1 I 1 9 I f tiF�` I I I I I I I I % r il ce w �'`;F,- NEW 11 _ NEW 4 x 6 POST FROM BASEMENT —,--,, I n I - _ - I RIDGE DOWN TO HDR. - j I / (4"CONC.SLAB WI EXIST. I ,, 6 MIL POLY UNDER) NEW 2-1 3/4'x 11 1/4"LVL RID EBEAM —I} — I I BASEMENT . 1> I ' /y NEW 2 x 10's @16'o.c.WI $ I e I - / MID-SPAN BLOCKING \�1 " SAWCUT 4'0"OPENING - I // NEW ROOF TO BE .� IN BUILT OVER EXIST, %6 IN EXIST.FOUNDATION FOR ->, I ROOF STRUCTURE %' ACCESS INTO NEW �' IN FILL WHERE EXIST. BASEMENT �� 2`O�� DORMER IS REMOVED _ _ �-exe _ wl V.ZW/AWWi/%`'//A ��%/,%%/%f%�'WA4MO Ri G : \ 2K,21 J 3/ �_2K,2J \ 00 \ _J \ Ls - \ / 2 1 3/4'x 7 114" VL DR. - - , I __/ F+ F o P.T.2 x 6's(d 16' I.c. 6'-11" 4'-6" 6'-7" Sp Inl (SHED DOR ER) o 7 T I 7 x y/'.'.�J1—)1 I I I '\`�\ w \ 2-P.T.2 x e's �-/ \ I I I // //) in / —' e - - \\ EXIST.RIDGE - - - /7^^/\1- - / 5 5 / 7 6 / 5 1 / / 18'-0" / 12'DIA.CONC.SONOTUBES TO 4'0'BELOW GRADE.USE I SIMPSON ABU44 POST BASE EXIST. UP II / / BASEMENT II \ ,---, .7 il ROOF FRAMING PLAN FOUNDATION PLAN 16'-0" NOTES: i6•-o' 1.) ALL ROOF RAFTERS TO BE 2 x 10's / UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5 HURRICANE CLIPS AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT 15' INSTALL 5/8'ANCHOR BOLTS AT 24'o.c.MAX. WI SIMPSON BPS 5/8-3 BEARING PLATES INI PLACE BOLTS WITHIN 6"-15'OF EACH ( CORNER AND TO A 8'MINIMUM DEPTH TYP.ASPHALT • ROOF SHINGLES INSTALL FLASHING UNDER • HOUSEWRAP&DECKING I -J 0 I a 5/8"CDX PLYWOOD SHEATHING 2 x 10 RAFTERS 154 FELT PAPER LI DECKING .-EF WIND WASH 3'0"WIDCENJATERSHLD FLOOR JOISTS -�-'1 1111 ALUMINUM DRIP EDGE z I' m �� 2-P.T.2 x 6 SILL WI SEALER 1 x 3 STRAPPING W/ FASCIA,FRIEZE,8 SOFFIT BOARDSRIP.Z ' P.T.2 x 6's @ 16"o.c. 1/2"GYPSUM BOARD Ill . TO MATCH EXISTING INSTALL PEEL&STICK ElRUBBER MEMBRANE TVP.2 x4 WALLS BETWEEN ANCHOR BOLT DETAIL SHEATHING • PT.2 x 8 LEDGER BOARD LAG BOLTED 7O ..1.11.1111111111 SOLID BLOCKING WI(2)LEDGERLOK BOLTS 16'o.c.STAGGERED WI JOISTS HANGERS ROOF/WALL DETAIL DECK DETAIL SCALE:1/2"=1'-0" COTUIT BAY DESIGN, LLC NEW ADDITION FOR. TTHESE HE DESIGNER O:CWOSHALL PRIORT NOTIFIED STARIF O0$ SCALE : DRAWING NO.: ;(�gy,Jy ERRORS OR OMISSIONS ARE FOUND ON CONSTR -."�/ WILL BE RESPINGS ONSIBLE FORTHE CONTENT ,, 43 BREWSTER ROAD INTHES DRAWINGS GSIFHE BUILDING CONSTRUCTION TOR 1/4" = 1'-0" VAUGHN RESIDENCE DTHESEDRAWINGSIRRSROMISSIONS. MASHPEE MA, 02649 COMMENCES WITHOUT NOTIFYING HE A3 DESIGNER OF ANY ERRORS OR OMISSIONS. DATE . _ . PH. (508 274 1166 THESE DRAWINGS ARE ANY SOLELY FOR THE USE . • FAX (508) 539 9402 40 COLLIE LANE CUMMAQUID, MA ARCHITECTURAL OWNER NOTED COPYRIGHT PROTECTION THESE DRAWINGS REWIRES THE WRITTEN 2/23/2016 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT UNDER THE ACT OF 1990. • 10 TYP. ROOF CONST. NAILING SCHEDULE 4 x 4 POST FROM RIDGE -2 x 10 ROOF RAFTERS @16"o.c. 110 MPH EXPOSURE B WIND ZONE DOWN TO 3-1 3/4"x 7 1/4"LVL HDR. -5/8"CDX PLYWOOD ROOF SHEATHING W/4 x4 POST DOWN TO -ASPHALT ROOF SHINGLES JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING FOUNDATION UNDER —2-1 3/4"x 11 1/4"LVL - I SPRAY EACH END OF HDR. RIDGEBEAM FELT PAPER ROOF FRAMING: -SPRAY FOAM INSULATION — @ SLOPED CEILINGS(R=49) BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END 12 -SIMPSON H 2.5 HURRICANE CLIPS RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END 2 AT ATALLALL RAFTER ENDS WALL FRAMING: 1 -ICE/WATER SHIELD AT BOTTOM — _ 2 x 6's @ 16"o.c. 3'0"OF ROOF TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS 2-2 x 6 HDR. / ,I 12 -PROP-A VENT BETWEEN RAFTERS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24'o.c. / -WIND WASH BARRIERS HEADER TO HEADER(FACE NAILED) 16tl 16tl 16"o.c.ALONG EDGES \ / / N 11 -ALUMINUM DRIP EDGE / / 1/2"GYP.BOARD FLOOR FRAMING: / ON 1 x 3STRAPPING JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST 2-2 x 8 BEAM / _' @ 16"o c BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK TOP OF PLATE /7x 8 BEAM6 LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-160 EACH JOIST • \ BALLOON FRAME THE JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST 2-1 3/4"x 7 1/4"LVL HDR. GABLE END WALLS BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST TYP.WALL CONST. BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT 1: z ROOF SHEATHING: �- • 1.2 x 4 STUDS @ 16"o.c. In WOOD STRUCTURAL PANELS(PLYWOOD) w NEW 2.1/2"PLYWOOD SHEATHING RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d ' 6"EDGE/6"FIELD 3.(R20)SPRAY FOAM INSULATION i 3/4"T 8 G PLYWOOD m rty�R RAFTERS OR TRUSSES SPACED OVER 16"o.c. 80 10d 4"EDGE/4"FIELD F SUBFLOOR-GLUED 8 NAILED Q SU Nff' ✓Jf IV 4.1/2"GYPSUM BOARD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD 4if _ I 5.W.C.SHINGLE SIDING GABLE END WALL RAKE OR RAKE TRUSS 80 10d 6"EDGE/6"FIELD a I 6.TYPAR VAPOR BARRIER W/STRUCTURAL OUTLOOKERS • -2-P.T.2 x 10's W/ J GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4'EDGE/4"FIELD FIRST FLOOR AZEK RISERS BUILT-IN CABINETS 8 SHELVES SUBFLOOR a CEILING SHEATHING: \ \ \ VERIFY ALL DETAILS W/OWNERS GYPSUM WALLBOARD Sd COOLERS -- 7'EDGE/10"FIELD P.T.2\E's@16"o.c.— --- NEW 2x 10's@16"o.c._uun uuVIA7 ss NEW 9"BATT INSUL.(R30) J, 2-2 x 8 HDR. X WALL SHEATHING: " w WOOD STRUCTURAL PANELS(PLYWOOD) Z I STUDS SPACED UP TO 24"o.c. 8d 10d 6"EDGE/12"FIELD NEW P.T.2 x 6 SILL c� ti z < 1/2"8 25/32"FIBERBOARD PANELS 8d --- 3"EDGE/6"FIELD w rn NEW FULL - �\ 1/2"GYPSUM WALLBOARD 5d COOLERS ---- 7"EDGE/10"FIELD or • BASEMENT FLOOR SHEATHING: U -- WOOD STRUCTURAL PANELS(PLYWOOD) N 1'OR LESS THICKNESS 8tl 10d 6"EDGE/12"FIELD 4"CONC.SLAB W/6 MIL DAMPPROOFING BELOW GRADE orGREATER THAN 1"THICKNESS 10tl 16d 6"EDGE/6"FIELD TOP OF SLAB T POLY UNDERNEATH F 12"DIA.CONCRETE SONOTUBES I L. .... NEW 8"CONCRETE FOUND. TO 4'0"BELOW GRADE.USE SIMPSON NEW 2 x 4 FINISHED WALLS ABU 66 POST BASE (SEE DETAIL) AT 36'o.c.8(1)HORIZONTAL BAR AT TOP 8 BOTTOM OF WALL 8 8"x 18"CONCRETE FOOTINGS NOTES: P.T.2 x 10 LEDGER BOARD LAG BOLTED TO W/2 X 4 KEY SOLID BLOCKING W/(2)LEDGERLOK BOLTS 1)2012 IECC REQUIRES A BASEMENT WALL R-VALUE 9.THIS 16"o.c.W/JOISTS HANGERS AT BOTH ENDS MEANS EITHER R15 CONTINUOUS INSULATION ON EITHERTHER THE • SECTION @NEW S U N R O O M INTERIOR OR EXTERIOR OF THE FOUNDATION,OR R19 CAVITY INSULATION(i.e.BATTS).ALTERNATIVELY(SHOWN),A CONTINUOUS LAYER OF R5 INSULATION ON THE INTERIOR OR EXTERIOR OF THE FOUNDATION AND R13 CAVITY INSULATION MAY BE INSTALLED. 2)GC SHALL DETERMINE LOCATION AND TYPE OF AIR 8 VAPOR BARRIERS TO INTEGRATE WITH THE REST OF THE STRUCTURE AS REQUIRED BY THE SCOPE OF THE WORK. A. • A :ti 1C 2x4 KD STUDS @ 16"o.c. • R-13 UNPAGED BATT INSULATION .:• • a a l� 1"RIDGID FOAM INSULATION(R-5 min.) is 1' ATTACHED TO FOUNDATION w/ ''t 1 ADHESIVE , ,_ Y"M.R.DRYWALL or BLUEBOARD m.4 is.� ' .9 AIR SPACE „. a a if:, : 34."BEAD OF BUTYL OR SILICONE : . SEALANT AT SLAB EDGE a •':��' PT 2x4 BOTTOM PLATE WHERE , • IN CONTACT WITH CONCRETE ' j w ne < Mil• ETAIL FOR BASEMENT FINISHING 1G • THE DESIGNER SHALL BE NOTIFIED IF ERRORS OR OMISSIONS ARE FOUND ONV SCALE DRAWING' NO. r< COTUIT BAY DESIGN, LLC NEW ADDITION FOR.• THESE DRAWINGS PRIOR TO START OF --�w 43 BREWSTER ROAD CONSTRUCTION.I SBLEFOR'r BUILDING TENT 1/4" = 1'-0" MASHPEE MA. 02649 VAUGHN RESIDENCE NSIGNEDOF ANY S IR CONSTRUCTIONR COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE �� PH. (508)274-1166 THESE DRAWINGS ARE SOLELY FOR THE USE FAX (508) 539-9402 TR THE DRAWINGS NOTED.ANY OTHER USE OF 40 COLLIE LANE CUMMAQUID, MA CONSENT COFTHEOEIGNER UNDER 2/23/2016 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION " ACT OF 1990 11.—_,. ' • • • • • • • • • • • • t T r • • • • • • r -- - ^ TobJ1 �i i - ./ I G Lot-4J II _�`` l La( :7Z7 p :5.^.9tC /'sZ IM 5 P.gxc'Ec 1 45/......! / \ I „ 11 .....-- / / \ \ . , -: • ----'" / \ \ ' - I<7 3. c 7-- -*/ \ , 11 7 1 • . ......);,:.-,-; ...„,_ (-:- •• c , : C ).° ii -'...:te ..._ /* ------ t,f.!,,i). (1. Ii Y` N `// /Jl'C)1.. / ' ( Cl � '\S \ • . _... ' '' ...Al. ., •tri i'' 7, .- -•- ( \ I • • J . �rn t �. rt u / • c ;-.;• , R W f RT • LI 1 • . / 4$ N. 1 �." �' • I ,•../ \\ Gam. 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