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0080 ACRE HILL ROAD
6: 4 /7 Iv 0 Ili 0 u � ' TOWN OF BARNSTABLE-BUILDING.PERMIT APPLICATION ' Ma ‹,9--617 Parcel tilekp TOWN OF BA NS A LE Application ,,/ hh 05) Health Division 2W01 SEP 17 AM 10: 06 Date Issued q ZN i`f Conservation Division C)\ Application Fee Planning Dept. Permit Fee " Q-4?At DIVISIOi' Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address Po /:: _. 99 Derax,, Village f -s Owner le�c A.i.--44-ei6Address 9'67 gwe-- i zX/ g Telephone Permit Request Gzlol-&-,- 7 - et 6:, r .5./....„ s_,:,t "ii„,,..1 x,,,„ Square feet: 1st floor: existing/& &proposed JI4, 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation O 0.6 Construction Type gr/goxe/ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single"Family/�1 Two Family CI Multi-Family (# units) - Age of Existing Structure 2" �� Historic House: Yes /No On Old King's Highway,Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 2 new Half: existing ! newer Number of Bedrooms: existing _new Q Total Room Count (not including baths): existing new First Floor Robe?Count . Heat Type and Fuel: as ❑ Oil ❑ Electric ❑ Other z. Central Air: CI Yes lo Fireplaces: Existing New Existing wood/foal stovo ❑Ya ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑ existing Glnew'ize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes .}24Clo If yes, site plan review# Current Use �. Proposed Use ,5'ih-ti/ - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) YName �'- /1 .Z/iv/✓C-,// S°'-' Telephone Number J e2e- -i(d- 10-75)/ \i( Address $9�=- ..c.— ii,_ License # ."2/,7 O 7 . .-- Home Improvement Contractor# J206S"9 XWorker's Compensation #Gve�J o°6--vD 7,/yd0/5/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE---- DATE 7- .5---,frr FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER ;F DATE OF INSPECTION: �-, ; .FOUNDATION � �<;:.��7•�a�,t3��-�:�u���:;.. - "; E': r 1,1NSULATION. - FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL ,t • FINAL BUILDING.. DATE CLOSED OUT ASSOCIATION PLAN NO. ad.:;°*+I• �- Regulatory Services Thomas F.Geiler,Director tidzi• Building Division • Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 1 c_4(-)(1 kT S 6, P E ,as Owner of the subject property hereby authorize .D a U i � � n 11 e I I to act on my behalf, in all matters relative to work authorized by this building permit 80 Acre., ( ► l R ., PxnS !cbe . (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 ' • : . -ction- are performed and accepted. i S Signature of Owner Signature of Applicant Of-)a df) Frena) r . Print Name Print Name • l Date Q:FORMS:OWNERPERMISSIONPOOLS 62012 r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklistr for Compliance (780 CMR 5301.2.1.1)1 • 8.0 #� A41u_. f oki, / �artid WQ, i 4 0 Check Compliance 1.1 SCOPE / 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 LZ Roof Pitch (Fig 2) Iz-V I2.-<12:12 L,,-- Mean Roof Height (Fig 2) ti ft <-33' _j Building Width,W (Fig 3) t 5.80' Building Length, L (Fig 3) 4 r ft _5 80' -1. -- Building Aspect Ratio(LAN) (Fig 4) l o <3:1 ✓ Nominal Height of Tallest Opening2 (Fig 4) <_6'8" �,G 1.3 FRAMING CONNECTIONS -q�- Q General compliance with framing connections (Table 2) IIJ AC#5"� t/ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete Concrete Masonry... 1 2.2 ANCHORAGE TO FOUNDATI0N1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only -"1 Bolt Spacing-general (Table 4)... in. It/ Bolt Spacing from end/joint of plate ' (Fig 5)' q in.<_6"-12" -1 Bolt Embedment-concrete (Fig 5) in.>_T' _L Bolt Embedment-masonry (Fig 5) it...vt1 I fit..._._... Ir in.>_15" V Plate Washer (Fig 5) .�5......)5..'1.t >3"x 3"x'ta" ti 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) Maximum Floor Opening Dimension (Fig 6) —ft:512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) - Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) _ft <d Milk" Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) _ft <d WA Floor Bracing at Endwalls (Fig 9) _Z. Floor Sheathing Type (per 780 CMR Chapter 55) I,L Floor Sheathing Thickness (per 780 CMR Chapter 55) sr,if in. ai Floor Sheathing Fastening (Table 2)..12_d nails at_in edge/ 12-in field 4.1 WALLS Wall Height kV Loadbearing walls (Fig 10 and Table 5) tib ft <10' I/ Non-Loadbearing walls (Fig 10 and Table 5) �ft <_20' -aG 10and Table Ego in._<24"o.c. Wall Stud Spacing (Fig a e 5) d i 4.,____ Wall Story Offsets (Figs 7&8) 0 ft .5 d _IG.;, 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls (Table 5) 2x.G- ft ii in. _/_ Non-Loadbearing walls (Table 5) 2x. - 7 ft-6.in. _LC_ Gable End Wall Bracing' Full Height Endwall Studs (Fig 10) t/ WSP Attic Floor Length (Fig 11) Ositli ft?W/3 _ /� Gypsum Ceiling Length(if WSP not used) (Fig 11) 04ft>`0.9W ; 1/ and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c... (Fig 11) Altv or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays i/ Double Top Plate Splice Length (Fig 13 and Table 6) ft V I Splice Connection(no.of 16d common nails) (Table 6) Ag --ZC r ;On k. .sire is )Csd C. ..S..-.-...:ri. 7 . _ g. lia,f` t_F:N.IS. x a}s ; i. ,t aF.fd Z!) e • .�.L a �, Ei_SSa F�.!s..v s� z�,;A�✓ y 5£S5 ?iiw q.,02-il.k-tt$r»fi,. a i'7 t .:...-.ire 53G., .1 !)$ Loadbearing Wall Connections 2 v Lateral (no. of 16d common nails) (Tables 7) Non-Loadbearing Wall Connections Lateral (no. of 16d common nails) (Table 8) y Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) V Header Spans (Table 9) 2 ft 5in. 11' Sill Plate Spans (Table 9) i ft.O in.5.11' L., Full Height Studs (no.of studs) (Table 9) 1e__ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...... (Table 9) 2 ft w in.<-12' Sill Plate Spans. (Table 9) Z ft 4 in.5 12" IV Full Height Studs(no.of studs) (Table 9) .. _ _ _ _ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously"' Minimum Building Dimension,W r- I 11 Nominal Height of Tallest Opening2 6 8<-6'8" V Sheathing Type (note 4) CIS p Edge Nail Spacing (Table 10 or note 4 if less) _,c_in. _L_ Field Nail Spacing (Table 10) D- in. JL_. Shear Connection (no.of 16d common nails)(Table 10) Percent Full-Height Sheathing (Table 10) % 9/ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) J f f't Maximum Building Dimension,L i Nominal Height of Tallest Opening2 tf <_6'8" V Sheathing Type (note 4) wS Jf Edge Nail Spacing (Table 11 or note 4 if less) CD n Field Nail Spacing (Table 11) 12 in. V Shear Connection(no.of 16d common nails)(Table 11) ✓ Percent Full-Height Sheathing (Table 11) - ( %- - .Y b 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Wall Cladding Rated for Wind Speed? 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) ' V Roof Overhang (Figure 19) 0.,,a, ft<-smaller of 2' or U3 V Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U=2-03plf V Lateral (Table 12) L. 176 pit _--V- Shear (Table 12) S=. plf V Ridge Strap Connections,if collar ties not used per page 21... (Table 13) T 130plf V Gable Rake Outlooker (Figure 20) 0 ft<-smaller of 2'or U2 V Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U. 4 I lb. le, Lateral (no. of 16d common nails)...(Table 14) �.= • .•lb. Roof Sheathing Type (per 780 CMR Chapters 58 and,59) .?YbCP.. rt 1V Roof Sheathing Thickness � r TA!, in.>-7/16"WSP V a Roof Sheathing Fastening (Table 2) "{ — ‘,'.. crleit6 1.9 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. r. .♦ :i� :> k r _ # GYi, '+� '4 ,�&`ref 0 a V t 4` iet a DEC RU HIGH ,, -. r `. o WHO �, ONST CTlON�lN'H1GIH WIND : _ 110 MPH EXPOSURE B WIND ZONE Table 2. General Nailing Schedule M � VI i 4a 'r. Number of •- Number of �4 - ° JoiM,flescription r ' x -}j ., t ,� Nail Spacing w y F f -. s" t_ '' ` ' y_ ' ��"- iCommon-Nails,# Box:Nails =-., , , :r x ;t � . y: � �: -� .�*c .., n . y .. �a�.r` ,°FRA ,+i`.Ftb°rS. IK�F♦.n �'�� +�F3 - `: nvr ';�.ta Roo#Fratning'i _,r, tl. 461,, -7 r -' ' , - ,` �' , k ..i -1 '� 4 0 4 �.y Yam'• .�f'8 ��x b� � �x :.'t... W ��'r " �a,�n+.r''�'� it., ^� ,;�{., 4 Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end m Rim Board to Rafter (End nailed) i 2-16d I 3-16d each end It.' �� Q ```4 'r- ' .GS"' ei x..••, s,L'U }'l°�+a'`r'a r'' . eS F.ua----+- six.,.4'.t 37�x -',.'i`b' ',;•---;A,,.�,. Em4.t.-ts-A >Kn,� ,..; m r•Wail Framrn , * 'n 1, t < ". :1 �. ,14 ,.5$ yam. y,.; 7- r.04. p2 I Top Plates at Intersections (Face-nailed) I 4-16d f 5-16d at joints 1 r I. Stud to Stud (Face-nailed) 1 2-16d' 1 2-16d 24°o.c. 1 4 Header to Header(Face-nailed) f -16d j 16d '` 16"o.c. along edges , M kn- --- �S' --.;.: ' .f 0."'t"� s-=y+M` +'�*,Yy_' °r'°- -ssr'g z s`S *'..Y s .v - x x•s444 r ;f �;'r.17: e _,F.foor Framing a;, --�iy X ,-,-"� '.4 ;4.* .--%x - .. �, Joist to Sill, Top Plate or Girder(Toe-nailed) (Fig. 14) f 4-8d 4 lad s per joist fh Blocking to Joist (Toe-nailed) 1 2- 8d A 2-10d each end Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Z Ledger Strip to Beam or Girder(Face-nailed) i 3-16d • 4-16d each joist 1 Joist on Ledger to Beam (Toe-nailed) 3- 8d ` 3-10d per joist I Band Joist to Joist (End-nailed) (Fig. 14) 3-16d 4-16d i per joist Band Joist to Sill or Top Plate(Toe-nailed)(Fig. 14) 2-16d • 3-16d - per foot l *x.ty ..x. »o o-+`s";+ s? T'�-} '�, '�t ,�. .e. ,rl ^f''Y4�5..• s -z-rae,, x .x �.', C'= ,mot.,,, ,,..� - �(3 Roof Sheathing;, -t., x '" l .), ,. '.t ''''4'� '' . " ,„..r t+. : ;a a , _Rs., .+Z,., si4; a. +..4 - 1 I.- r- •4.7-4,-N µx;y ,.. x'.0 , '.,5,t`�.5.�?vaa^ . Wood Structural Panels ! t rafters or trusses spaced up to 16" o.c. 8d ' 10d 1 6° edge/6°field rafters or trusses spaced over 16" o.c. 8d 1 10d i 4" edge/4°field gable endwall rake or rake truss w/o gable overhang ; 8d j 10d t 6° edge/6°field 1 gable endwall rake or rake truss w/structural f 8d 4 10d 6" edge 16"field outlookers j } gable endwall rake or rake truss w/lookout blocks ( 8d j 10d ' 4° edge/4"field .. "^'*+�'�" -'�'+ 3"w iP 3° ,�, ..,..n,..,. '+wrR{Yc ` "m' � r .:-„1, ; ' 5 -- Ceilin Sheathii� .. t` � � �..'r" ' ,,--1''rf .� " ' 4`t �sr` ?_:. ;g �'.r`"?"C`Y+. •�$+` :, v :.''z r'`` ? fri nip - §.. " s v .,,i • Gypsum Wallboard . fr I 5d coolers 7° edge/10°field �l GSa tho ..t. ii*1-;, , ' i} k-74,:l k.,4i! ,.., -_4 ;�i ;,W4. ,, .1.1. ga pf.G44t, "x "3+ 'TtP ', „1 ,wai •Sheattrtg ;? s 'FIy 1- , -. <;w1-g, , , d,.,<31. Wood Structural Panels , studs spaced up to 24" o.c. 8d 10d 6" edge/ 12"field i 1/2" and 25/32° Fiberboard Panels Sdi - I 3" edge/6°field 1/2" Gypsum Wallboard 5d coolers ' 7° edge/10"field "� +, c. r# ''w$1' • s ''',,,,If. i r • a Y.'J.til O g ,Floor Sheathing`;t».Y a s�N.l''% , ';'-ems. tr'S Wk. ' Gram.f �='# 0'o1.- -wfi -.y�,iE5 p Wood Structural Panels 1`7. I I . 1"or less 1 8d f 10d ', 6° edge/12°field greater than 1" I 10d I 16d I 6" edge/6°field ) 1 Corrosion resistant 11 gage rooting nails and 16 gage staples are permitted,check IBC for additional requirements. Nails.Unless otherwise stated,sizes given for nails are common wire sizes.Box and pneumatic nails of equivalent diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited. AMERICAN FOREST&PAPER ASSOCIATION PDF Created with deskPDF PDF Writer-Trial :: http://www.docudesk.com --osh / oF1 Town of Barnstable *Permit# "2 -7 y�/ /'�' •►'�S,� Expires 6 months from issue date Err �� \ nz, = Regulatory Services Fee .639 1 Thomas F.Geiler,Director fb MAt� Building Division v slon Tom Perry, Building Commissioner X-PRESS PERMIT 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 J U L 1 3 2004 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTTICIIMIM BARNSTABLE / Not Valid without Red X-Press Imprint Vlap/parcel Number 2 ' 7 0 6 % Property Address ?c) ! -CC( 6 01,5& esidential Value of Work 7.3/600 Minimum fee of$25.00 for work under$6000.00 Dwner's Name&Address Q C(' l..Q e bs 63106 W kite (y-A �✓ •- Contractor's Name -Teo Lt& to t/Ubi1A-) Telephone Number( -6'� .� a Home Improvement Contractor License#(if applicable) 11) Construction Supervisor's License#(if applicable) :Workman's Compensation Insurance . Check one: ❑ I am a sole proprietor AI am the Homeowner 0 I have Worker's Compensation Insurance insurance Company Name Norkman's Comp.Policy# 7.7opy of Insurance Compliance Certificate must be on file. ?ermit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) 0—Re-side • 0 Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Own must si Property Owner Letter of Permission. Home Impro ment C tractors License is required. signature :Fom,s:expmtrg .evise063004 Assessor's map and lot number 2Yl —o o� OF THE t0 Tw 16 SEPTIC SYSTEM MUST��Q :,0; . ♦� Sewage Permit number' S'q N INSTALLED l CO � F 6�: .,i„,_ , , ' "West WITH H TITLE �. r• 13stpBTa LE, i House number "a.. ENVI ROt j = 'Poo i639. �4' IYls•r,, AL �_ OMpY TOWN OF ;BARNSTABLE. DIC ;4 BUILDING INSPECTOR Rfls,(4v. ,.IL , ICJ • APPLICATION.FOR PERMIT TO ' ta/�ov� • TYPE OF CONSTRUCTION (/t/°Q.:r.....FR! r/. A4 tV (7 19.'7 TO THE INSPECTOR OF BUILDINGS: 1 The undersigned hereby applies for a permit according to the following information: ,,� d o iQ&�c-- 4/4V '&D. 1Sr G H Io7 ''44/6 Location Proposed Use ,#&/ " Zoning District Fire District eiI, `s Name of Owner ZitqleAs ' 6 rgak 17- Address tO a" ad/ ,J Name of Builder Sifli(`l-�- Address t9L Name of Architect AA, 4 • Address Number of Rooms / "Foundation Exierior afilgei4 Roofing - 4� G'g Floors """�E V ' Interior Heating • Sic /Y L a,__ Plumbing r A ICIA f Fireplace t1)61 Approximate Cost 7/ 4'60 Definitive Plan Approved by Planning Board 19 Area 14 K I ( 4‘ -5-`21 4 Diagram of Lot and Building with Dimensions Fee /f/' SUBJECT TO APPROVAL OF BOARD OF HEALTH 1102E ";i _ i • l i sio Acim i9' t l t l ( ► Lei- >;.//J 6 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable re•ar.•ng t - above construction. �,. tiko ,4 - _ , Name ' `t � ,, Construction Supervisor's License , . ' FRENCH, RICHARDS B. ; ,s"-....., ., i • . i . . . . . .. . ii ... . . 1. ADDITIO No 7245 Permit for i . . , • Single Family Dwelling -t .. . .Location 80 Acre Hill Road . . . . , • Barnstable . • - _ , ..... . . . . Owner Richards B. French . ., .."1 . . . . . . .., . . / ., .Type of Construction. Frame • f.„-- :. : -. . , . . ,. , • . L . .. . . .., . . • . , . . , - . . 11. . ' . . . ,.. ...--- Plot ' Lot - * . . . . „ V . . . . „. . . : ., . . . . . . .. .,. . . . . November 19, : 19 84 Permit--Granted , , . _ ,-....,,... , . Date of Inspection/-i-e...*- 19 ... 1 Date Completed 4/4.4----' 1.9 1 . . ., •: _. • .. rl . , .'.,. . e- .. • -t . .: - . . _ ,i- • . . . .-- -..... . t.-.— . ;A. • : • — ".:., . . . . . - . .V. . . . . • t y . . . . .. .r..' : A. —.... ..)..... . .. ,-... At • — .' . •' . , . . . i - i - ... . ..0..,_ .../..".; . t. . .2 ..., . . . ,e • • . . ,t•- ....-% , . . . . . • _t , .... . t. . . -Vs. ' i• ,.. . t ------ • -..-- . . . . - -4 .._ ,..... h„... ..e- . .. • - ,i-: • :!'' - ,1,--, ,, —• I ,. • ,' . :..., .•.: , . . . . . . r ... ''" c ,, . ,...\ • , . ,.._. . —7,,_ • , • • ‘ - 7' ,••-- . ,. , a .. ....- . f. i,; :1‘--; 7 _ ,.. , . , • i 4493." .• , TOWN OF BARNSTABLE Permit.No 2.057h_ _ :41Building Inspector I Susan 3 Cash _________ °"°Y OCCUPANCY "'PERMIT Bond _XX (1 1 curl _`bb f "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Mr. & Mrs. Charles Matthews Address Barnstable P(1 Arra Pill Rri, Rarnctah1 P 1,r t 1f Wiring Inspector j � Inspection date `;�7 r r Plumbing Inspector `) J(Th Inspection date Gas Inspector ,., 4 Inspection date Engineering Department _/�,�,,,ei lt�Z�C'��'/f,�i� 'r/____ Inspection dates -3 d -- 7 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. il CY/ `/2 — 41l . 19 ? t .,- f (,/,(66441404• Building Inspector a 97 �S- o,+! A - 9— As`sessor's map and lot-number {� • I SEPTIC•SYSTEM MUST BE INSTALLED IN COMPLIANCE Sewage Permit number I • WITH ARTICLE II STATE House number: ro '' SANITARY CODE AND TOWN iffTNE7. 040.4 6 TOWN'N OF BARNSA`-rBCLSE BASHSTA11LE, i °,�O 9. BUILDING INSPECTOR O 79• 0 APPLICATION 'FOR PERMIT TO CQt�.S.1xt�ct..I?�e 1�.1J0.S TYPE OF CONSTRUCTION Wood Frame' I t. { September 13 19 78 k TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Lot 16 Acre Hill Road, Barnstable • Proposed Use Residential Zoning District Residential Fire District Barnstable Name of Owner Mr. & Mrs. Charles Matthews Address Barnstable Name of Builder James K. Smith Address Barnstable Name of Architect Address Number of Rooms 6 Foundation Pour.eC1...C4ACr.e.1za Exterior Clapboards and T•1.11 Roofing 44P.halt Floors Wall to Wall Interior ArYWa1.l Heating Forced Hot Water by Oil Plumbing 1 Fireplace One Approximate Cost 28tpdo ��(ODefinitive Plan Approved by Planning Board 19 Area Diagram of Lot and Building with Dimensions Fee ^—��' , SUBJECT TO APPROVAL OF BOARD OF HEALTH ,u 0 A D 3flid I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..�)11Wm0.4 6-1 k 4, . Matthews, Mi.. & Mrs. Charles •....1., , . . , ‘P. . * 4 No 2054.76 Permit for, 1 1/2 story ' .. . ,. . 1ânglefamily. dwelling _ , t • Location - -1 80 Acre Hill Road i - n : r- .,-, •-..,. ..., x - r c . , a! Barnstable - , - 6.- .-. i rt S. f C 1' ..„0 .a ..c. a E a et: C 0 Owner Mr. & Mrs. Charlee Matthews i ,.. c c c ; r n c c ,,-., c‘: - s .n. :-r.... C -0 S r- 1.1 1-, ft' S. in T +- ' ...-4 ..-1 *.: .-^-,. •-t rt..7 S r • • ,r, frame ' , - • Type of Construction x.. - - cv ;7. 0 . ..-- • ,-.) .o , • I -- . - • n -.. i.-, r - - - -c ; 1 c. I , . Plot i Lot 116 0 I -- 0 ..., - c . •i • ,:. •- . . .- t .. •-t. .-_ I 's S. tf1 . . ' r; 1 - r i ' September 14 78,— Permit Granted 4,19 1 r: m • g , . 2 g.,--0 5 •C st; ' . Date of Inspection . / /,-1 / c 0 19 ....., ,./.. • is; T ' . Date Completed - 19 - 1 • .,- ' PERMIT REFUSED -. - , ... • .... ,..,... t . , • ca' (.4 - , r t- • < --.; -- , • 19 c- c . - to r to, tv tt.: tr ›- ., . , " C• , ,,,,,, t--- it ' r cr, s:.-,. il CC .r. - -0 . .--,T..3 (31 --, . ..,.,--2 -r. .,_.,. ' a:• •.-. •••-., ... • ._ in M T ,. .... ,.. , - 4 C.-1 •'C 0 C • .. ... c, A . 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L ._ =,- x>irc,,-/ I T 6 ._y5 TO AJE • by vE,er CA P'A C/ 7-)/ SE,c77-/c 7-AA./, ' ini/v7E..:7- />-° CM:--j4i- Z77-/cAd /6, / (WA 7-L'•Z r/6 1-/7") IN vEzr //,0 c--C- NO GA,243AGE. G,einiD .R. Cli.J' v 2o' A4/A.//A4c../A4 - , •e I 6 ' >e 1 , 5 / TE PLAN PROPOSED SEWAGE LOCA770A1 BARNSTABLE- MA55, BEIN6 LOT /( /9.5 /,,,-,- ..-1, ___(r _fiy,, .,..,„, .5 r/C 7-AAJ, 1.7)/S r=2/BC-Jr/0 A/ 450X IN PLigiv aootc 31/ P/36-E /I l'-' \'`c,:gv-5007-z- .7---s) AA./1) L.aAci•i/A/0 ,-, -0,-E' •,,.., r-C 0 NALII \6"' ' - ,e /A/,=•.o,e.c .z:3 coAlcia.c--7- . i.E. ' • s u,..-;A-t ,i',-ii,:R:,- :D?.%„r4 /I, -& E./H5C4. 2E7S„7,-eEA/6" 721 23o0o0o0o s"/ /-1/ /. TA v ES K S M ITH , - /0 LOAD/A/G . 74 /z0e CO2P • 3 A/tz... e...0 tAl ..5-7".•%L.--5. "7"' _. e:r ,oeivEvVAY N/OT TO BE L.OC_A 7"- D Y .4 2/1"/0 LI 77-1C,C)2 7- Ai,4.55 • / /7t, ov ,e. SYS 7-- A-4 un/LE.s 5 /-1- 20 z-)6..siG,v LOA L:)/.1/4/0 /5 4/5E.Z:), I HEREBY CERTIFY THAT THE F-OuNOAT/ON 5-1/01,t)N i ,.,-''',.....11 4 CY'"-Isr ON THIS PLAN IS Loc.Arc-D OM THE 5ROUNA l' -f-_-_, ,t. GEORGE _ ---- AS S//OWN HEREON AND IT DOES coArroRm (e-' I Low.JR. '421 • . . - T(3 rHe effILDIN6 SETZD9CK IrEaUIREIYIENr,S ke 1--0 a .4., 37 s',o, , - ' OF rfir TOWN OF BARNSTABLE \i, ST 0- SURV A 7=•P,e'0 v-az_\..„. WINDOW&EXTERIOR DOOR SCHEDULE KEY ROUGH OPENING W x H ITEM S STYLE MATERIAL - O2'-6 1/8"x 4'-5 7/8" TW24310 ANDERSEN TILT-WASHS'6 DOUBLE-HUNG WINDOW WHITE VINYL CLAD • • ID7b 1/8"x 3'-87/B" TVY2436• ANDERSENTKT-VMSMBIB DOUBLEJNNG WINDOW- WHITE VINYL CLAD' • © 2'4 7/8"x 2'-4 7/8" C125 ANDERSEN CASEMENT WINDOW WHITE VINYL CLAD • A. © 3-2 3/B A 6-11" 2'8"x 6'B" SIDE ENTRY 9 LIGHT DOOR FIBERGLASS • i Z O j w ---, f .„.,„........: - r-- U '' ' PROP.ADDITION ' Z ' • //pp������� • W a ' PROP.ADDITION . . PROPOSED ADDITION , % P� ® CC �n existing [\`1,���—//I �© �' 8'-O'+/-EXISTING 12'-a, existing / CRAWL SPACE / / .b'-2"+/- exlsan - CO In 9 / FAMILY yI I 12'-a' y N© co ix' b CONCRETE BLOCK FOUNDATION WALL 1 O'DIA.CONC. - 5 O' e _ • 7 O" ON H•.1G•CONTINLEOLG CONC.FOOTING SONOTIIBE / I - .(f I5 _ BOTTOM TO BELOW FROST L NE(a'MIN.) - L \ d \ +- —- NOTE:ALL CELLS TO BE FILLED W/CONCRETE ' P.T.2/2x6 \ w � L L U Q existing r —Pert. Lao I T m •z Prop EE - b BULKHEAD proposetl'�eur 1 ® ar• m ROUT 12 N V b " LANDIiG 71 P ll •c CRAWL SP m b Ewsr nc FaLNDnnory • g FvJldi FNDOw s B4 n F0.'LruR:s mAL Grv' / / ce "ONCR.1 a n,s I[e r vorLLeor�rOM rmenL a snowN wpl • ..... — r— III �c"c`c'�'� IF ERSECT orvs —P.T.z.e Lt.,. =1- —\4 _ \ 1 I s' _ _.= / D \ \ \ 1). REMO MAT.WINDOW ( ,y c l' _ \ BENCH TO CREATE OPENING•ry C S ISe . y I 1 \ gCy�p lD I/ . I enlarge$ 1 N°d N proposed kr • o o �`�.N� BATH .®O MUD RM. OA m _ z o n I - L f.1 Il `y. existing si / f - ` 'd ? - m KITCHEN .fui — --i _IF <o.°e'\ • o proposed o dS n i� 1 \ s u. i -G6.A s 6> existing r in FULL BASEMENT CRAWL SPACE g ? + �� I — I I ��- .. n 74 2'CONCRETE o115r OAP ° a? IL/ I 2'-Z"/ 'b B,I 1 ON O MIL VAPOR RETNNER o o �11_ M ri iI '' t — ' T- n� �sax,,e. I P4 TRY ,�A�' \ g(si ZOO gM 1 , g f o I II - - —p existing — _- y O - MASTER BEDROOM • _L c__w,—__L-J in e _ I---a T _ —.- \- _ �'. , \ \ \ \ - -I- — d ® FURNACE - 1. -REMOVE ENTICE La .W Z ^ _ /N existing . EXISTING MUD RM C 4 0 . ' —B'rn1CK POURED CONCRETE LIVING .0 rC FOLNDAT ON WALL ON I TT CONTINUOUS - (---: / ® .2 Z 41 Q ® CONCRETE FOOTIN_,-BOTTOM TO BELOW FROST GTE J _ _ o .SITE ADJUST TOP OF FOUNDATION WALL TO ALIGN �© N©• TOE'Or New s ExISTING f LOON JOISTS . �- r - 9 W A2 Z ' �'� g L' PROVIDE: 15 Q y O • L 'CONTIN.Y5 KEBABS-I2)Q TOP s TOTTOM OF FND war. ep • C •5re•ANcnOR BOLTS E MAx. •o.c. F PROPOSED ADDITION , y jw E IL BOLT MBFENTTMIENDT MIFNPLATES. �`�!>�m�n - - S la52 Z USE 3,3,I/4'PLATE WASI-It - - e o a FOUNDATION PLAN • - 'proposed ' V I OO FIRST FLOOR PLAN "o W u 1/4"=1'-D" _ • /�/ • Ex1STING WALLS 1/4"=1'-0" , O �I 0 d' ex BE NG WALLS ° e NEW WALLS• - DEMOIITON a W LL . _-___ NEW WALLS F U w • NE 6 G. F DATE: 12/16/2013 J SCALE: AS NOTED' DRAWING#: A2 - 3 • • • • • WINDOW&EXTERIOR DOOR SCHEDULE KEY ROUGH OPENING W x H ITEM# STYLE MATERIAL O 2'-61/8"x 4'-07/8" TW24310 ANDERSEN TILT-WASH 6/6 DOUBLE-HUNG WINDOW WHITE VINYL CLAD ' © 2'-6 1/8"x 3'-87/8" TW2435 ANDERSEN TILT-WASH 6'6 DOUBLE-HUNG WINDOW WHITE VINYL CLAD © 2'-07/8"x 2'-4 7/8" C125 ANDERSEN CASEMENT WINDOW WHITE VINYL CLAD • • I O 3'-2 3/8"x 6'-11" 2'8"x 6'8" SIDE ENTRY 9 UGHT DOOR FIBERGLASS • 5 N . • — • ASPHALT ROOF SHINGLES j . MATCH EXISTING ALL NEW-TRIM•SIZE.DETAI: ALL OR TRIM-SIZE,DETAIL, COLOR TO MATCH EXISTING COLOR i0 MATCH EXISTNG - existing second floor • EXISTING HOUSE oleta neipm @ prop.mettipn \ plela neioM1t @ prop.maroon __ _ -- \ A — z . ® III I ® I. n - ® _ "E '95 J - �(I - • P' F -1 1-� ®C —f 1-� RED CEDAR CLAPBOARDS ' 5 Z N —k— Gull or EQUAL.MATCH EXPOSURETIN r W • RED CEDAR CLAPBOARDS _ AND COLOR TO EXISTING yB or EQUAL,MATCH EXPOSURE N exlslind/oroposm Brat floor EXISTING HOUSE _ AND COLOR TO EXISTING EXISTING HOUSE ezistinp/proposm first floor \ W E • • C CO ! a DOS NG - li CRAWL SPACE VENT-TYPICAL. O BULKHEAD I U)U) PROP. I. I I oo T - ADDITION I • - - • I I I ',it'_- proposed proposed I— U Q __ i LEFT SIDE(north) ELEVATION ' FRONT(west) ELEVATION [. PROPOSED ADDITION i� Cr eS • • • • ALIGN NEW ROOT RAFTERS ' WITH EXISTING,MATCH - . ROOF PITCH TO EXISTING ' • ANDERSEN CASEMENT WINDOWS 1 . W/ x TRIM TO MATCH EXISTNG ANDERSEN DOUBLE-HUNG AND. - IRI © I • W/ TRIM TO MATCH EXIST•NG • ASPHALT ROOF HIKGLES -- -I 1 �W♦ It (M.1 y V MATCH EXISIIKG 1 —ASPHALT ROOF SHINGLE, C I MATCH EXSTING ALL NEW TRIM-SIZE,DETAL, ALL NEW TRIM-SIZE,DETAIL, { W CI Z COLOR TO MATCH DosTNv ^ ono floor 9 W COLOR TO MATCH EXISTING ___ �\ EXISTING HOUSE existing sec Q ' 7,5 • existing second floor __ __ Plots height @ prop.addition olete nIi oN prop mdeion 1 alole M1e oM @plop,mtl t on H ] _ EXISTING HOUSE � --- \ O16 C rill o W °0 x ))II11 JI( I ' -- I EXISTING HOUSE of ' RED L:AC, ETEREAZD°• \ 9 O t I =' z EXISTING HOUSE �'i GIp or EOLIA4 MATCH ExFOSURE 1�1- \ j. 41 /V1 Z . L __ — • n E AND COLOR TO EXISTING - - \\ ANDERSEN DOl1BLE-HANG AND. 9 I O • exislino/ProPoem first Ilodr ` nplpr sad first floor - I \\I _ Al M TO MATCM1`.%I.itING \ existing/proposed opo IcIrr /pr sm lirel floor-_ L. IIIIIW r LL 03 W I RED CEDAR CLAPBOARDS I I NEW LANDING x STEPS TO GRADE I I NEW CAND'NG s STEPS TO GRADE I • I or:DUAL.MATCH rUrc''SUR: 1 1 Ix DECKING OVER P.T.DECK FRAME I Ix DECKING OVER P.T.DECK FRAME H AND DDLTTR TO EXISTING • I I I I I ' PROPOSED ADDITION . J I -I--1- rJ —— • J r L.. J LJ - 11 --J' E r kil PROPOSED ADDITION ,• L DATE: 12/16/2013 I ill . PROPOSED ADDITION ' proposed SCALE: AS NOTED • RIGHT SIDE(south) ELEVATION proposed REAR(east) ELEVATION DRAWING#: „a"_,,_DI • Al - 3 • . . . • • Tow OF SARNSTAFILE 2OIL SEP 17 Ii1118: 06 • egot..4, ,A;Ambe DIVISION -- •pc 7...' , , .' ; .io #'' :*"i*"tt:,4'-.' 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