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HomeMy WebLinkAbout0544 MAIN STREET (COTUIT) / \ I A TOWN OF BARNSTABLE BUILDING PERMJT APPLICATION Map Parcel bU� BUILDING DEPT Application# Health Division Date Issued, 6 Conservation Division . APR 0 7 2016 Application Planning Dept. TOWN OF BARNSTABLE Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis 5� S e57q T Project Street Address 5 4 LA ff)0_.' n Village Owner l 1 Ll l Arr)0-f1 Address Telephone `+d g -0100 _ 3 1 ( � Permit Request U i �A 5c_reen Cori--y) 1 ► ) 5+c:kl ` n-,--w cA0n1- Square feet: 1 st floor: existing proposed ,bb 2nd floor: existing proposed Total new Zoning District Flood Plain C- Groundwater Overlay Project Valuation �J ,��U Construction Type w 00 'rQ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 11<_ Two Family ❑ Multi-Family (# units) Age of Existing Structure J-t 00 yr5 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes la'No Basement Type: ❑ Full ❑ Crawl ❑Walkout U'Other 1 Q_C-- O_- i:b /Cr0 Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name�1�i y l� L- -�- Telephone Number �� �- 3�'7-59 f'' Address b �U License # C5 - o� ��.(jD Home Improvement Contractor# Email bbj-re", CLV( J \� (0V`)C0_S - Worker's Compensation # n ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C� Wattk-, !6ewC2,_S 6M[a, 1U_ �OmAujbf SIGNATURE DATE L_ i FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE M OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION F,REPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 'p T'he CMMOVW&d&&jfI&M&tv5e&. Office a0zFewmatiom i r Ba ywn,AM 02111 } tiDFVkl3.ifZFLL€ gorlff�td War-I-ers' CampensatimInsurmce Affiiavit lkddets/ContractaisMecbdcian&Tlmnhers Applies Iuforns afsan T Please Pr m Ad& lb oc 1�0 Are you au employer?Cheekthe appropriate bay -Typer 1.❑ I am a 1 waft 4. ❑I am a general co mfmcto r and I 6 of lw'e1ect( �t�n �'krge�(andbr part-timed* bave hiredthe subcomfr dmz ❑New o a sale propFie z arpartuer- wed enthe attached sheet 7, ❑:R— deligg ship These sub-cm�ctars.have and have no emplaees 8 []Demolition waling, far me in any capacity eWlayew and have xvndrers' 9. ❑BFnilcEmg addifica jNo wodmm'camp-inset ance cam- r -] 5. We are a imrposafinn and ifs 1 0 Electrical xepairg ar ad coos 3-❑ I ama homeowner doing aU work officers have exercised their 1L❑Ph=bingrepaim or adclitiom ' c wer mm' rigu of Per lMGL immmm i id-]i c-M§1{�and we havemo - wpl4yem[No' -"" _ther fj camp-;*,mram .requh-e&] 'A=y WM30t satcher�sbos f mast alga i cuttbe sdioab9bwshy theirma�s'®pee t; paycykamatsacn_. whn sab=t dos aT2darif fmdicatmg&ep aedoiig-s1P and dum h¢E a»&conisdnsmast saTo-mit anew a�da�t indies�n�sarh =Cantor®as$n r,I,Jr M5 bay sus[aVach of the Viand state vhe m ornotibme eetrtiesbna easplayees.Iftbe esbave empIay�zs,dieg }oat lea$o '=nix Fes€=mbe2 I am an syzgI sr 9iat isgrQucdirrg w rlrers'aoa zsa aaz irzsrirazzca jfor y Sdoev is Cite pv&y are;job site lFL�Orid�iOlL _ . 7nsumace CampanyName; ' 'Poficy 41 or Self- s.I is E�giaDate= Job Site Address CifglStatf s' Aftach a copy of the workers'comapensat onpolicg declaration gage(showing the poFcy,number and expiration date). Fad to serum coverage as required under Se-clion 25A of MCI.m 152 can lead to the imposition of criminal peaabhies of a fine up to$1,541 OU as dfar one-yearimprismzmeak as vo&as civil penalties in ibe farm of a STOP WORK ORDER and a fine of up to$25M a day against the violator. Be mh ised that a copy of this stat_emeryt maybe forwarded to laze Of6im of Inve ens ofthe DIA,for covemp ve ion beta hemby y ' ander ikBpm�zs tmdpezwItres ojfFerj<rr7 thatifie hzformafivngrovr aWabm e is has and caorreat -Matte: OjUlch d ass m9y. Dv nat write in fh r req,to be cozgC-ted by city erioim tffieirzt City or Town: P'ermblLicesrse; ufhari y(chrk one): L Board of Health I IBW-I ng DegarEment S.Mown C -xk 4.Elech iral hmpectm 5.Pimabing InspecWr 6.Other Contact Person: Dhow 6 a�_•�.. .nat,�■■_ .�_ ■.n i1 �.m:.. _1 a■tn .•�■. u u ■• ■- -•u!ir., rnnu s,t :n o. ul i■ a ruu • -.l •.t■1 t• t. i_ Y..t■li .t1 %/I/ ■a■t.�■ % -'�! •:1 ■■ it ■. - � • .■1.■.:� tlr■� •1■ r■tilt Y • ■.t - ■ /i/. • •% ■:..n�r _n t■■l .l■Y --*NO.;..■11■ _V..wY.1■•l. r•7 .■ J■■1■ at •.t "_ �lattt • .: .■■ ••• / t..t • ■■� 7.7 - •[t• :!■ �'■ ■■ ■1/ :Iln:i .1.�" .I■■ t. 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J. .■ a.�.`.. • ••■..■:1 .•1 •:,.P■1 •■ ram/ • ■ ■.t 1 1. r.l.a W:. w1. 1 w■■t1 :. .• r.I t.1/ :.1' t1 ..t■. a- ■■ . ■ •w■•-totals ••.■ • .7- .■ n.n ••1 t■ ■•.It r� •7 •.■ r1•■ ../n■ .n. ■■■ • ••. ■.•- ./■ •■w..•L M of to rt' i+■a Ut il■ :.as .•., 1- - r..l■- -axis Y. ■Ptp.•? r •.■rnr r_r MIXAXI :ww if ■mar.. �•i11.9 lr■ar a ► r a,a 6 .!i ��...tirn• .rr ram:• - . � •11 - a ' i• s ; ' tis ' •�• ■a. ••• r■Y AWC Guide to Wood Construction in High Wind Areas:I10 mph Wind Zone Massachusetts Checklist-for Compliance(780 ChIR 5301.2.1.1)t r Cbeck . 1.1 SCOPE Compliant WindSpeed(3-sec.gust)........................................................:...:..... ..........:.......::............:................110 mph — WindExposure Category.......................................................:............................:..........................................B 1.2 APPUCABIUTY Number of Stories (Fig 2 stories 5 2 stories !-� RoofPitch ......................................................................... (Fig 2) ........................................... 512:12 t� MeanRoof Height ..........................................................:...(Fig 2)................................................. ft 5.33' BuildingWidth,W...............................................................(Fig 3)................................................_ft 5 80' v BuildingLength,L ..............................................................(Fig 3).................................................—ft 5 80, t/ Building Aspect Ratio(L/W) .......(Fig 4)....................... 5 3:1 Nominal Height of Tallest Openin92 ...................................(Fig 4)................................................ . 5 6'8" 1.3 FRAMING CONNECTIONS , General compliance with framing connections............:.......(Table 2).......................................................:........ f/ 2.1 FOUNDATION Foundation Wails meeting requirements of 780 CMR 5404.1 Concrete,......................................................................................................................•:......: 1i ConcreteMasonry............................................................................................:.:..........................._......... 2.2 ANCHORAGE TO FOUNDATION'2 5/8'Anchor Bolts imbedded or 518"Proprietary Mechanical Anchors as an alternative in concrete only' Bolt Spacing—general..................... .. .... *. *.......(Table 4)............................................... in. Bolt Spacing from endrjoint of plate ............................(Fig 5).............................7....... in.5 6"-12" _ Bolt Embedment—concrete.........................................(Fig 5)......................•........................... in.z 7" _ Bolt Embedment—masonry.........................................(Fig 5)............................................ in.z 15" Plate Washer.................................::...........:................(Fig 5).......................................... .....Z3"x3"x'/," — 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).............. ........•............ _ Maximum Floor Opening Dimension...................................(Fig 6)............................_ft s 12'or U2 or W/2 _ 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 5 d Maximum Cantilevered Floor Joists — Supporting Loadbearing Walls or Shearwall.............—(Fig 8).....................................................—ft s d Floor Bracing at Endwalis........................... ..:............:(Fig 9 — Floor Sheathing Type ...........................`...........................(per 780 CMR Chapter 55}........:..........._........._..... Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening................:.................................(Table 2).. ` d nails at in edge/ in field 4.1 WALLS Wall Height Loadbearing walls....................................................:...(Fig 10 and Table 5)...................:....:.. ft 510' Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft 5 20' Wall Stud Spacing ......:............I................:.................(Fig 10 and Table 5):..................._in.5 24"o.c. WallStory Offsets ........................................................(Figs 7&8)................................................................... ft 5 d 4.2 EXTERIOR WALLS3" Wood Studs Loadbearingwalls........................................................(Table 5)..............................2x_-_ft in. Non-Loadbearing walls................................................(Table 5)..............................2x_= ft in. Gable End Wall Bracing' — - —' Full Height Endwall Studs............................................(Fig 10).................._................:.............................. WSPAttic Floor Length.....�........................................(Fig 11)................•.............................._ft 2 W/3 _ Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft z o,qW, — 2 x 4 Continuous Lateral Brace @ 6 fL o.a..(Fig 11)........ Double Top Plate — ` Splice Length ..(Fig 13 and Table 6)..................... Splice Connection(no.of 16d common nails)..............(Table 6)........................ ................................. AWC Guide to Wood Construction in High f"Ynd Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CIMR 5301.2.1.1)t Loadbearing Wail Connections Lateral(no.of•endnalled 16d common nails)..............(Table 7).................................................. Non-Loadbearing Wall Connections —' Lateral(no.of endnaffed 16d common nails)...............(Table 8).............................. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................._ft_in.511, Y SillPlate Spans ........................................................(Table 9).................................. ft_in.511' d Full Height Studs (no.of studs)...................................(Table 9)........................................................ — Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................._ft_in.512' SillPlate Spans...........................................................(Table 9).................................._ft_m.512' Full Height Studs(no.of studs)....................................(Table 9)............................... — ......................... Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV — Minimum Building Dimension,W Nominal Height of Tallest OpeningZ ............................................................... I...... _ _ Sheathing Type..............................................(note 4)................................................. Edge Nail Spacing........................................ (fable 10 or note 4 if less)........................—in. _ Field Nail Spacing.......:..................................(Table 10)........................I........................ in. _ Shear Connection(no.of 16d common nails)(Table 10)__.................................................._.. _ Percent Full-Heigh Sheathing.......................(Table 10).................................................... % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).............. Maximum Building Dimension,L . Nominal Height of Tallest Opening2......................................................................... <6'8" SheathingType..............................................(note 4)...................................................... _ Edge Nail Spacing_.............................._.........(Table 11 or note 4 If less)........................ in. _ Feld Nall Spacing..........................................(Table 11)................................................. In. _ Shear Connection(no.of 16d common nails)(Table 11).........................................:.............. _ Percent Full-Height Sheathing.......................(fable 11).........................._......................... % _ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding — Ratedfor Wind Speed?.....................:.......................................................... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19).............._ft 5 smaller of 2'or L/3 [. Truss or Rafter Connections at Loadbearing Wails — Proprietary Connectors Uplift................................................ able 12 = plf Lateral.............................................(Table 12)...............................I.............L= Of Shear...............................................(Table 12).............:..:.. S= plf Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)..............................T= pif _ Gable Rake Outlooker.........................................(Figure 20).............—ft 5 smaller of 2'or L/2 . Truss or Rafter Connections at Non-Loadbearing Walls — Proprietary Connectors Uplift.................................................(Table 14)............................................U= lb. Lateral(no,of 16d common nails).:.(Table 14)...............................4.......L=lb. _ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. RoofSheathing Thickness......................................................................I.................. in.a 7/16"WSP — Roof Sheathing Fastening...........................................(Table 2).................................. — 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Rem 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.- Comer Stud Hold Downs per Figure 18a 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. AWC Guide to Wood Construction in High'Wind Arens: 110 mph Wind Zone Massachusetts Checklist for Compliance(780CMR530t1.1.1)' 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing 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. ir. All horizontal joints shall occur over and be nailed to framing. ff1. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. 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 the Figure, Vertical and Horizontal Nailing for Panel Attachment 4 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CM 5301.2.1.1)' —.-WHEN IHU EDGE Fem ON FFAWNG USE 8d NA S AT Gb,m -� ---- Fr_---1•i-- -- 11 i 11 j j 1 • J �1 IF Y u 14 1 ij jj F 11 1 t 11 11 11 r 7 11 11 r 1 11 11 T 1 fl M rF N 1 H 11 r � 11 W ii j j r 1 to n �1 4 11 IF 1 �• . 41 1 �a W 41 ij J �rIF 4 Il 1 kp r • 6 /1 rr 09 1 11 11 1 it ll 1} - `l NALSPACMPAN i 1 tL — 1► See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment G 1 onKoa purvey; 506 01) "Wli ' :±fir-6-00. t t - ; 3 Fag*;-, 111 ' LOT 1 AftMOMY MA40 OVA AS111-MAPle _ Am.now aR .cam mac►JT/s - G 7 "� L4�: �Y,'~(•-•ice"�+;�Lyt4� �} orls vr. + Amp;wl y# C t NOW- AlmSON "1 ". The MORTGAGE, INSPECTION Plan FLOOD �°o � �" it '��'d�SiyiRY� O� - - -. 8 E - REF:. _ Bg�`/ b$i[4n I ACE. PLAN REF: SCAff-r I HER Y CER'I'W Zqr� � 7�g ��k/� ur�...+u.r..L__THA THE SV4�st ING �:. �w. y '. °CIns RAN IS LOCATED 4N THE GROUND AS Rat ;S - ASi4 N AND THAT IT POSMON DOESCONFORM CON T To -flit ZONING IV SETBACK REQVlftigiiii OF THE TO Of NS WU.15. M& oes+e IT DOM WITHIN ,`IHE SPECIAL MAD HAZARD TEL 442280 28 5 ARIA SHOWN QN '�NI~ � .M JW �� ..?, �. " 8Loz/oMo Jauoisslwwoo :uoi;eaidx3 ` - -Vt v*9Zo VW 3lVa1S3210q ;• nniiUf10s l alAVO josyuadnS uoi}onj4suo0 _r Z069Z0-S3 :asuaoi-1 s.pJepue;S Pue suoi;eln6ab 6uiplln8;o pjeo8 !� Aja;eS allgnd;o;uaw;jedap s4asny3esselN d. ' Office of Consumer Affairs&Business Regulation ( ` ME IMPROVEMENT CONTRACTOR egistration: 179798 Type: piration 9/�11/2016 Individual. j i, DAVID L.BOUDREAIl = r ' U, DAVID BOUDREAU 5� 1 . r6i J FORESTDA E'MA 02644 4 � Undersecretary r- - y 7 gralatbry emets e � + Wth"-d v p�CaJf�i3f ectos B'()w PCTTY�Rtl"' o its!main Syte,' qa.._*MA 02601 - .�ete and'Sig `` his Section' , if Ilin ;A B'uider it iir R�1 rfuirr tr� ivr rrnxr � ? :�caWa �. Mess crf,�ab a 5 - '`' r'c�f1.fir zr� .:ax3'' xpniblr�cif"tiegghccses. t tl�1!'.-are �'T{S��JIl � �tA ~ tic\VeCiL y y. Assessor's office(1st Floor): Assessor's map and lot number 7 6 63 lj mn.Ci mot-THE Conservation `�P�� ♦w Board of Health(3rd floor): . i DAHI7T�LL Sewage Permit number ,' _ Engineering Department(3rd floor): r6 Q. \,d° House numbers Rio rrr�' Definitive Plan Approved by Planning Board 19, APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2-W P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO kj 1 JnA�1' i TYPE OF CONSTRUCTION SI Df ti t I l�L_ yt,(���L 'R S I D -11t4 L LWODI 3-, 19g."� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location �`,Lf r"If I N 119�1 Co T'd rr (M A 02-L--3Sf Proposed Use Tn, +-(, Zoning District Fire District COT1 17— rl 43 (- Name of Owner AI-Ail) h 8 e d ev k. :Dr f ei&e(' Address WAI A) S7' CO-e,-r Name of Builder roc t, T Address Name of Architect S L t" Address `S� e- Number of Rooms 1 Foundation FXI0F,AJC, Exterior W4 (e- Roofing AS, S #P6[eS Floors Interior �'��► wC�L Heating C�C'T�i L Plumbing Nok)tL- S Fireplace Approximate Cost f®�orz!5 Area I X Diagram of Lot and Building with Dimensions Fee < , &41 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 Construction Supervisor's Licenser/��iV DONHEISER, ALAN & BEVERLY `•t No 35984 Permit For Remodel a Single Family Dwelling Location 544 Main Street - `-` - Alan' `& Beverly -` Owner. v Donheiser -: -,•`- t i � ", Type of,`Constructiori' Frame Plot t ° Lot � Permit-Granted -'' June 23, - 19 '9 3 } i 15 Date of Inspection - 19 w Date Completed ���� 19ti -t 'a t t { Apptfcartr' Vottheiser loeatfon, .ptvperty- Cotuit F i V NK I ��autder .. q� Pareet.12 i A A - 33 t 2 Story '71J dwelt 0" ILNo a VL Farce e C ref. 263 'flood., an¢�: G10 25o 10022) foo& tow. C- �Ili Of? 55 0 PAUL'T. yN J hemfy cw t y I=SUS nw age M' Pwt1oY1 waJpI'�pU'Cv44or u GROVER �-�,.w � """ o Price SrJ ers:P,C,s-Spri"g�1¢ld I.nst�tuti-on 'Por Sav ll � No 313.11 JrF� d�VCXuitLg5�1oWCL �lQl'QACI.0 1l . itLCL S�eCiQ 'Ev f Wd 4 o/STE�yo�► ham =a with am¢Rctcve date of 7 -Z-92arL4 die locatton/ the dwelling--'does—conform,rro-Hu tocaI Ionlnq fy laws ime�4t' cit the tune oFcowMActim wift respect to horiz&n rd dimetut" n scale: 1^ setback requ ivrne°nts or is ea n1M from. vtota6on, Mr 0_reetltiertx-' Date: 5 i " o* under Aiam. Generat laws Chaftw4oX-,SectLOYL 7. File No. 23oZ9.5 PLEASE NOTE: The structures as shown on this plot plan are approximate only. An actual survey is necessary for a precise determination of the building location and encroachments. if any exist. either way across property lines. This plan must not be used for recording purposes or for use in preparing deed descriptions and must not be used for variance or building plan purposes. This plan must not be used to locate property lines. Verification of building locations, property line dimensions, fences or lot configuration can only be accomplished by an accurate instrument survey which may reflect different information than what is shown. hereon. Please note that this is "NOT A BOUNDARY SURVEY" and is "FOR MORTGAGE PURPOSES ONLY". COLONIAL LAND SURVEYING COMPANY, INC. 269 Hanover Street - Hanover, Mass. 02339 - Phone: 617-826-7186 - Fax: 617-826-4823 SPILLER'S ''r� , pticarrri Tosih¢iser property: Cotuit ��uautder ' �j_ 33't 2 story FbrtiOyt \\ dweltNO. w� Tarce L VL 858.96' ref ? 55 263 Mood pane: 250 �► oozes hood ion¢: C' +��,,,t+ of PAUL' tiN J hzm6y cerr6 1=this mm age W' Sp¢ctlon wca-pMpareA-f Or a T. y Price �c'JvtyQ,rs`P,C,sc Spring �¢ld I-nsti "on for Sav�n s " , No°l1 R a " glu G�WCI. U1 J SI1owm herem a&s � im cr,Spe c : `E }�000�i 4 0 ha=%r arva with,am e{ olive date of 7 -Z-92anA edu tocattonI OP, the dweI ling—do es—conform,rt'o fh,e Local,gon.incr 6y-tows im.e�ct'at the time oFwwtn,ution wi t, respect to hori�&L dimen st' na scale: 1" - So' setback m uix�ements or is mm.Pr-9vtn vtolah� n, wn orCetr�ri,�-' Date: 5-►3V— coc om under Alam. GeneraL laws Chaptw4oX-Sectt'ory*7. File No. z30Z93 PLEASE NOTE: The structures as shown on this plot plan are approximate only. An actual survey is necessary for a precise determination.of the building location and encroachments• if any exist, either way across property lines. This plan must not be used for recording purposes or for use in preparing deed descriptions and must not be used for variance or building plan purposes. This'plan must not be used to locate property lines. Verification of building locations, property line dimensions, fences or lot configuration can only be accomplished by an accurate instrument survey which may reflect different information than what is shown. hereon. Please note that this is "NOT A BOUNDARY SURVEY" and is "FOR MORTGAGE PURPOSES ONLY". COLONIAL LAND SURVEYING COMPANY, INC. N 269 Hanover Street - Hanover, Mass. 02339 - Phone: 617-826-7186 - Fax: 617-826-4823 SPILLER'S exlsnNb a ewsrRab o Eo c MALLS ABOVIV O 9/4' EO1A UWAL O 9/4' 2 9/4' EOlAL iC EMA -a t •� , N r A Rff6t TO FOIRmAT.� 11 u V. V�KAT1�0119m. E NG BUILD/ �1 'v UEP7 s P.T.b%b POST 011 gy ()t A Ix CONC.IUBE a 1 PIN.DIMJ a APR O e 201 P.T.6%6 CONi. - _ P_T_2X84JJISIO-.� - 1 _ - / TOWU•CWTOM REMOVABLE �L] PANaLS TO VETAl u ,l STAB y ON 3 AD A.BBFLL AI I WALL DEMO CUSTOM SCREEN AT A. EV BM 6 105 r2 FOOTItK $ "•� a0 to] PANEL BEYOND NSWSDTO HANST d1 .i • F7MEbf FLAT/ > W SD'�SON NBO NAN6ER5 IM PE DE=N6 - EXISTINS KAL.6 TO SCREEN PORGi'1 - - MAIMAIN 4'-0'MIN. FROM GRADE TO • REMAIN �� W _.—.'BOTOMTJFPW1INfi o FIRST FLOOR I%9/IN8 SKIRT .. a A NEW WALLS A BBLARD ON LOCAJNS Irs q2 EDGE OF HOME _.; ':. snrco FINISH ON Irs• ^'I BOOR ABOVE ' DEMO'NOTE5 UX4 N'E DEGIkIN6 d5 r CEMENT BOARD ° ni I EXISTING FCTRmATION ��r - P.T.PRAM DIL IZ-n ' L��I 3. �, r . - F� ZL r EKISTN6 DASHED WINDOWS 4 WALLS ______________ �_ TO BE�� REPLACED NOTED.YED AND PATC+EV AS GENERA PLAN NOTES D " r r r ATTACH COltr.P.T.bYb P ' e - , i �a POSTS TO 05T TUBE p. i - r .. a--. y i gg W AaN:6 FOST BAEf. - r ; - O Y -FRENCH SIJDIN6 DOOR�TAARVIN' .v W NOKICLADMAACT-REi1TE 6LAS ", r i i 91 F 24 LONG.TUBE - ; ; C C P( ELEVATIONSFOR MMnN m WOTINS VIA.BELL ' ' �_______ ________ FOOfINb STRUCTURAL FOUNDATION NOTESNO ' - DEN - - PLACED IN TUBE FOUNDATION DETAIL '�" MATER.00R�mISOIL - - - - i EQUAL °rc WALL/DEMO , r r r r SCALE: I/2' • I'-0" r ' ' ' - CONCRETE STREN67N MIN F'C.9pOO.Ps1 A r ____ �AND ITEIS TO r r r r L AT IB DAYS � ___-___ ��� r r - EiasnN6xa5E ` E%5TN9 Y4%.Ls TO . 6ORRADEE Nr BEAM TO ASTM A66, �N r . TO BOir��FdOTi 6�(FOOTINGS OR NEN WALLS DEMO NOTE5 - r 1 w�ALLM's. - �. g ' .. -SEE ST TYPICAL TA LS FOR NOTES - ---- EXISTN6 NOVVAS D WD PATC I WAAS LL, ' Alm IYPICA DETAILS FOR On782 _ - TO BE P OR RED AND PASG®D. - '• REQIIRfl8:15 f �1�1DED OR REPLACED AS NOTED. t - CONCRETE TU. 5E PLAN `FLOOR PLAN " - SCALE, 1/4' • 1'-0" - { 5GALE: 1/4' • 1'-O' - eie_ �s 1 e •. s o m i.�..65���Ya ]Nb COLL1R TIE TOEimm c-c . MR P.T...\ P.T.6X6 P.T.6X6 1P B� o mll$ •^mc�4 A w P T_1XB(Fi14Ni T(S)P.T DJfB IPI1F�lU T ((4)S/4'DIA iNld! a a9 3Xb OFFI BMi T T.T. - h 3 e]9'S 1 A. BOLTS(3 AT EACH END)) - I] ' - � '��`m-m-�uc immm Ei- A1 � 51MPSONIVSGC.ONf.FALID �i � A c BEAM,POrT f.WdECTmNi (31]XB RAF1Et TO '% N c'�m!: sdce WILN DO l 3 �a <eSad:�ogH�aBil sS COLLAR r� eI O fig•O O BWp IL'GAS - _ P.T.6 '0 1� '� P.T.6%6 (STQD19'OL. TRU55 LETALL AT sCFfffN PORLN `�`XX6b P.T. •Nr'Oz. 0 16'OL. POST �]) g g g '��p1-O-�T `/ERTJ M5 it 5T 4--1 ' _� _ . - ST2lCn.RAL Tm r 'STRLI:NRAI.TRIG - - . V pl - - ———— ---`--- 2M COLLAR C ^^�` •- 3XB RAFTERS 7%B RAFiERi T� 2 O W (A O Nv'OL. i� L P.T. P.T. N^ 4-+ J T � W C N `•'c.J o -t t ---------------------------------------- WOOD P05T DOWN p I I I I LL I I r r r r r r r ' r r • r ® WOOD P05T UP AND DOWN -- -- -- ----- - I I I � ' i (LS - � � C � _ I w N C 'L X -WOOD P05T UP - 1I I I I Lu BEARING WALL BELOW I�4 Ii J� job no.: wo r r r r r l ALL POSTS® ENDS OF BEAMS TO BE r r ,___.___._ (3) 2X4'5 OR(3) 2X6'S UNLESS NOTED -' � . I date 20 ocroeER cols ((3) 2X6r5 AT ALL EXTERIOR WALL5) scale : AS Harm � drawn: Xaav _ -ALL WINDOW HEADERS TO BE(3) 2X6'5 rev. W/ 1/2"PLYWOOD UNLE55 NOTED rev. - -SEE STRUCTURAL GENERAL NOTES A AND TYPICAL DETAILS FOR OTHERROOF PLAN FLOOR FRAMING PLAN REOUIREMENT5. ROOF FRAM I NG PLAN - 1 O • 56ALE: 1/4' • 1'-O' 5GALE, 1/4• • 1'-O' 9C ALE: 1/4' 1'-O' m ISSUED FOR REVIEW sht Of • - - • • f E.f of c O AMUST t N E145TM6 N01F,.0 NFM ADDI110N ' Qa "� • a> .r D O 17 - FORM OR F GN t�DFD V FOR RIDGE E REMAM FOR RIDGE TO REMAIN y� � EXIST. O BE OM SELON - EXIST. i co O �EW4r. 'LaIDMIMK PRO' W✓fl PRO' m A2 ROW E5 SMIN6L0r ROW SMM6 SHINO 1.E5 BY ❑ - . - •— cErtraNrffD cERraNTEE.v ❑ WpWpM�qS rtER �N m6vrtat J DOreGPRG°ua7is DOMePWS � N Q EwST. Q4N- /J� - 50 FLOOR LIYaTOM n�'J_B ftOOR �4 N- — `EXISnN6 NgnE . - fOFt FLOOR PAI✓a5(R@10VAMB V•LOFT FLOOR S���RRggNN■ ❑ PANELS Tom YY1X5(T'XT'TFIN.OI k CJ ® V N W6N6 FOST •— 1X5 RN DM r•� eOAD ON U( °• EWn6M oRT eo a � a® e RrFLOM ( roNlvErAW �PliFLOOR s U7 DIA.CONE.TLEE v q F 24 NG A BELL 047M TO DETAIL) IV DIA CONC.TM _ RIGHT ELEVATION VV FFOOTIisDA�L REAR ELEVATI ON SCALE: 1/4' = 1-0• SCALE: 1/4' a 1-0'- .. M4 ADDITION EKISTIN6 NOTE - • - %u'3`uva�s�` u SHINGLES B FIMITAINTEED RO'ROOF . a te.FELT - - P rN sro cm s^ �—.RM. � i � ��aSNEATMP6 � . ROSE 12 O ® oVmimoR5 Q4 • RA TERS 0 16.OL.`AW lsns 50AD(STRrMIR O7 . _ , %ANDMAW PRO' ^ - a1M.DRIP EDGE - O N ROOF SHINGLES BY A2 2x6 caLLAR Ti6 cERTAINTEED - ` •16,oz. AL1p11Np� ra• ra• O N 0. WITH RPFO � R_SWKFRO'.f r. 64' ALOSIM ON DO � �- DOVOG OX CASTO;ems 4 N- ' _ 5/8 2XBSOM®YMOOD ------ ---- __ �4.//- A1-] a V SOFFIT _ Q c_ LI) O 17 —--— I. EXIST.O •�-' . S5LOF��i V PANELS ABLE)(T�'IOJABIE) O� FLOOR— (z '`"'gp,,� W DeL PLA g e I _—o°a EM FRUME eOA�RD L (� G 4 TTEactTAUMs Q� MESPAN. oxu®c(xIN6 O 4` C P.T 6Y6 POST'V' I HA EIPt MST 13N6 SOiPtt ` ` L i YV UC5 PI'%1'FIN DM I MATON EXPOS RE EAM(OCNTJ 1•— EASTM6110FiE� III \ ON OXB PAPfER4 IS)]K6 5DR9T O� �91 P.r00 . - .2K69 5 REEN PORCH 4- I N` rt V N IX9/IN6 PVC SKIRT (FLESH AT FLOOR) I yy�.�pays 9 Jr PST-6M PST W 1%MAP U v LU BOARD ON IX�Ocz MR- (REFER 4 ROIdID F TO 5TIKlO RN511 SLISTOM 1 (RER32 TO MT i IREFHt MV I STW"FMSODE FLOOR 91g PLppR I CASTOM SCREEN PADS TO DETAIL) s FIRST FLOOR �y R(i5T W 54%4 XVTED�5 (MAIN `X�i TD PLAN AND B.EVS) job no.: 15W 10,DA.OONO.neE ;{ 1G6�D 1N5 I� • O EAVE DETAIL AT SCREEN PORCH W 34'DIA SELL ATTAOM oOIR.P.T.6x6 - ON P.T.OKD FLOOR date ]O OCTOEIER OOIS POORN6 Q i P0575 TO ,TUB JOISTS E 13'OL. I I SCALE,1 1/2'-1'-0• scale As NOTED ' i I drawn: Km ` � lo•DIA ccwc.neE `::. . .. 1 ' LEFT E L E V A T I O N i�TtB A SELL rev. SCALE: 1/4' • 1-0' S,EGT'I ON A-2 v SCALE. 1/4• = 1'--O' J O m ISSUED FOR REVIEW sht of GENERAL 3.WALL5 ACTING A5 RETAINING WALL5 5.CONCRETE BRICK SHALL CONFORM 10.ALL PLYWOOD SHALL BE ARA g SHALL NOT BE SAGKFILLED WITHOUT TO ASTM G55. 5HEARWALL HOLDDOWN SCHEDULE e PERFORMANCE RATED PANELS CONFORMING N V o I.STRUCTURAL DRAWINGS ARE BRACING UNTIL ALL SUPPORTING 501E b.GROUT SHALL CONFORM TO THE TO THE FOLLOWING MINUMUM REQUIREMENTS: TO BE USED WITH THE ENTIRE SLABS ARE IN PLACE 8 AT REQUIREMENTS OF A5TM C•146 $ A. FLOOR-5TURD-I-FLOOR TBG,EXP05URE I, FOUNDATION HOLODOWNS 8 ANCHOR BOLTS: :r ADEQUATE STRENGTH. o SET OF DRAWINGS. SHALL HAVE A COMPRESSIVE 3/4",SPAN RATING I6". c5 A N STRENGTH OF 3000 PSI, b 4.COMPACT ALL FILL UNDER FOOTING5 B.WALL 5HEATHING-EXP05URE I, 1/2", O HDU5-5D52"5 W/55TB24 5/el" DIAMETER ANCHOR BOLT N 2.ALL SAFETY REGULATION5 4 SLAB '1 S TO THE SPECIFIED DENSITY . VERTICAL 8 BOND BEAM SPAN RATING I6" 5 A/GNW 5/8" COUPLER NUT BETWEEN 55T524 & 5/6" ARE TO BE STRICTLY FOLLOWED. 8 VERIFY. REINFORCEMENT SHALL CONFORM THREADED ROD INTO HOLDDOWN. POSITION 55TB24 < 6 METH005 OF CONSTRUCTION 8 TO THE REQUIREMENT5 OF A5TM A615. G.ROOF SHEATHING-EXP05URE 1,5/5", W/ANCHORMATE TO FORMWORK PRIOR TO CONCRETE ERECTION OF STRUCTURAL MATERIALS SPAN RATING I6" POUR FOR CORRECT PLACEMENT. 15 THE GONTRAGTOR'5 RESPONSIBILITY. STRUCTURAL STEEL 8. MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM G 270 HOUR-5052.5 W/55T528 7/8" DIAMETER ANCHOR BOLT AND SHALL BE TYPE M OR 5 I.DESIGN,FABRICATION 8 ERECTION' . _ DE51GN CRITERIA h 3.THE CONTRACTOR 15 RESPONSIBLE O W/GNW 7/8" COUPLER NUT BETWEEN 55TB28 8 7/8" E FOR P155EMINATION OF ALL SHALL BE IN ACCORDANCE WITH q.QUALITY ASSURANCE TESTING 8 THREADED ROD INTO HOLDDOWN. P051TION 55TB28 S REVISIONS 8 REQUIREMENTS TO THE A15C SPECIFICATION FOR s THE SUBGONTRAGTOR5. STRUCTURAL STEEL FOR BUILDINGS, INSPECTION SHALL BE PERFORMED 1. APPLICABLE BUILDING CODE W/ANGHORMATE TO FORMWORK PRIOR TO CONCRETE LATEST EDITION. IN ACCORDANCE WITH THE MASSACHUSETTS STH EDITION POUR FOR CORRECT PLACEMENT. y o REQUIREMENTS OF AGI 530.1/A50E 6/88. - 4. REA50NABLE CARE HAS BEEN -" 2. DESIGN WIND SPEED: 110 MPH HOU14 5D52.5 W/55IX30 I' DIAMETER ANCHOR BOLT TAKEN IN THE PREPARATION OF 2. STRUCTURAL 5HAPE5 SHALL CONFORM EXPOSURE G, 1=1.0,G= +/-0.18 I4 W/CNN I" COUPLER NUT'BETWEEN 5BIX30 8 1" ALL DRAWINGS AND SPECIFICATIONS. TO THE FOLLOWING: FRAMING LUMBER B CONNECTORS O THREADED ROD INTO HOLDDOWN WITH HOLDDOWN HOWEVER THE ENGINEER DOES NOT ATTACHED TO 6X6 POST. POSITION 5BIX30 W/ GUARANTEE AGAINST HUMAN ERROR A.WIDE FLANGE MEMBERS A5TM I. ALL FRAMING LUMBER SHALL BE ANGHORMATE TO FORMWORK PRIOR TO CONCRETE C� 8 FOR THAT REASON IT 15 IMPERATIVE A11g2 GRADE 50. KILN DRIED Iq%MAXIMUM M015TURE POUR FOR CORRECT PLACEMENT. THAT THE CONTRACTOR SHALL CHECK CONTENT. LUMBER SHALL MEET ALL DIMENSIONS 8 DETAILS 8 MUST B.CHANNELS $ AN6LE5 A5TM A36. AS A MINIMUM THE FOLLOWING STRUCTURAL DESIGN CRITERIA - VERIFY ALL CONDITIONS,DIMENSIONS, DESIGN VALUES FOR SPRUCE-PINE-FIR: rd 8 ELEVATIONS AT THE SITE.ALL C. H55 ROUND 8 RECTANGULAR TUBES U b - DISCREPANCIES SHALL BE BROUGHT TO A5TM A 500,.65RADE B FY=46 K51. A. 2X STUDS CONSTRUCTION GRADE - FIRST FLOOR 40 P5F LL TO THE ATTENTION OF THE ENGINEER FB=800,FV=65,FG=750 10 PSF "OL 3. ALL GALVANIZING SHALL CONFORM ® a� 5.THE CONTRACTOR SHALL SUBMIT TO A5TM A 123. B:2X J0I5T5/RAFTER5 NO. I GRADE -SECOND FLOOR 40 PSF LL COMPLETE SHOP DRAWINGS FOR FB=1150,FV=?O 10 P5F OL CONNECTION TO CONCRETE FOUNDATION - L ALL CONCRETE REINFORCING,ALL 4.BOLTED CONNECTIONS SHALL BE WITH - ATTIC/5T0. 20 P5F LL a STRUCTURAL STEEL, 8 BOTH G. POST NO. I GRADE FB=800, 10 P5F DL CALCULATIONS 8 SHOP DRAWINGS HIGH STRENGTH BOLTS IN ACCORDANCE FV=65, FG=675 FOUNDATION SILL PLATE CONNECTION TO CONCRETE: WITH THE SPECIFICATION FOR - ROOF • GSL 30 PSF SL FOR ALL MANUFACTURERED LUMBER STRUCTURAL JOINTS USING ASTM A 325 10 P5F OL - PRODUGT5 8 THEIR CONNECTORS OR A 450 BOLTS. 2.ALL FASTENING OF FRAMING, 5/5"DIAMETER ANCHOR BOLTS @ 52"O.G. FOR REVIEW PRIOR TO FABRICATION. PLATES,SILLS,5HEATHIN6 6 - EXT.WALL5/5TOR. 100 PLF OL 5.ANCHOR BOLT5 SHALL BE ASTM A.307. OTHER WOOD MEMBERS SHALL NOTE: ANCHOR BOLT5`REFERENGED ABOVE TO BE 5/8" DIA. BE IN ACCORDANCE WITH THE - INT. WALLS/STOR. 80 PLF OL A30-1 STEEL ANCHOR BOLTS W/3" X 3" X 1/4" PLATE WA5HER5 �n ` CONCRETE DETAILS SHOWN $ MINIMUM Al 7"MINIMUM EMBEDMENT INTO CONCRETE. b.WELD5 SHALL BE MADE BY OPERATORS REQUIREMENT5 OF THE - DEGKS/fOORGHES 40 PSF I.ALL CONCRETE WORK AND MATERIALS CERTIFIED BY THE STANDARD MASSACHUSETTS STATE BUILDING 10 P5F SHALL COMPLY WITH THE 5PEGIFIGATION5 OUALIFIGATION PROCEDURE OF THE CODE STH EDITION. FOR STRUCTURAL CONCRETE FOR BUILDIN65 AMERICAN WELDING SOCIETY. (AGI 501-811). 3:GONNEGTOR5 SHOWN ARE AS 7.WELDING SHALL BE IN ACCORDANCE MANUFACTURED BY SIMPSON 2.ALL CONCRETE SHALL HAVE A 28-DAY` WITH THE AW5 01.1 CODE FOR WELDING STRONG-TIE'GO. INC.SUBSTITUTIONS a GENERALNALNGscHEvuLe-uoMFM COMPRESSIVE STRENGTH OF 3000 PSI, IN BUILDING CONSTRUCTION. MUST BE APPROVED IN WRITING jotw DESCHaPnoN COMMON or � NAIL sFACINb BY THE ENGINEER. INSTALLATION $�� WITH MAXIMUM I INCH AGGREGATE & ROOF FRAMING OF ALL CONNECTORS SHALL BE x MAXIMUM 6% AIR ENTRAINMENT FOR b.CONNECTIONS NOT DETAILED SHALL BLOGgNSTORAFTER(TOE-NAILED) 2-BD 2-IOD EAGNEIID EXTERIOR CONCRETE EXPOSED TO IN STRICT ACCORDANCE WITH THE rmo�_vo�a BE DESIGNED FOR THE LOADS SHOWN p THE MANUFACTURER'S INSTRUCTIONS RIM BOARD TO RAFTER(LmV-NAILED) 3-IbD 9 IbD EACH END e e ms MOISTURE. ON"THE ORAWING5 OR FOR LOADS a may`s3�'a� $ MUST'EMPLOY ALL REQUIRED )vALL pRAMIrG GIVEN IN THE STANDARD LOAD 3a a � TABLES OF AI5C FOR THE SPAN, FASTENERS. 3.ALL REINFORCING STEEL SHALL BE roP PLATES AT INTErisecnoNs(FACE NAILEc) a 16D 5-16D AT JOINT. g e y o a`fig DEFORMED BAR5 OF NEW BILLET STEEL SECTION 6 STRENGTH SPECIFIED. s;IM TO snro(FACE-NAILED) =_,bD 2_1617 =4,oC" x o o o g^ �g 4.ALL CONNECTORS SHALL BE � � CONFORMING TO ASTM A 615 GRADE 60. HOT DIP GALVANIZED. HEADER TO HEADER(PACE-NAILED) I6D 160 I6"OZ.ALONSEOSES z�^<"` = axg a 6= q.ELEVATIONS NOTED AS "TOP OF STEEL'" FLOOR FRAMING 4.CONCRETE COVER'OF REINFORCING BAR5 . REFER TO THE TOP FLANGE OF ROLLED SHALL BE AS FOLLOWS: SECTIONS. 5. INSTALL ALL CONNECTOR FASTENERS oast TO ELL,TOP PLATE OR¢IRDER troE w ILED) a BD 4-IOv PER JOIST O y BEFORE LOADING THE JOINT. BL CrCINO TO JOIST(OE-NAILED) 2-BD s-iaD EACH END � A.3" AT CONCRETE PLACED DIRECTLY BLOCKIw TO BILL OR TOP PLATE(TOE-NAILED) 5-16D 4-I6D EACH BLOCK 0 y) AGAINST EARTH. MASONRY b.SPLIT WOOD 15 NOT ACCEPTABLE LEDGER STRIP To BEAM OR GIRDER(FACE-NAILED) e-160 4-16D EACH JOIST FOR ANY CONNECTION. JOIST ON LEDSER TO BEAM(TOE-NAILED)- - 9-8D 9-IOD PER JOIST ' z B.2" AT ALL OTHER LOCATIONS. O N 0 I. MASONRY CONSTRUCTION SHALL BAND JOlsr rO JOIST tEHro-NAILED) 9 16D , I6D PER Jolsr + CONFORM TO THE REQUIREMENTS ?. ALL EXPOSED FRAMING MEMBERS BAND JOIST TO BILL OR TOP PLATE(TOE-NAILED) 2-16D S-HbD PER FOOT -0 5.NO HORIZONTAL CONSTRUCTION JOINTS OF SPECIFICATIONS FOR MASONRY SHALL BE TREATED PER AWPA -0 (D tC ARE ALLOWED,UNLESS SPECIFICALLY STRUCTURES(AGI 530.1/A50E 6-88). 02/0q GGA 0.25 8 MEMBERS IN ROOF BIEATHINS Q�•c . SHOWN ON THE DRAWINGS OR ALLOWED STRENGTH OF MASONRY F'M=1500 PSI. CONTACT WITH 501L SHALL BE woODs?RucTURALPANELS -C IN WRITING BY THE ENGINEER. TREATED PER AWPA 023/624 RAFTERS OR TRvsBES SPACED UP TO 16"oc. BD lop 6•EDGE/6•FIELD i 2.VERTICAL REINFORCING OF MA50NRY GGA OW. JOB 51TE FABRICATIONS -,RAFTERS OR TRD9BES SPACED OVER I6.Os BD ROD a EDGE/a FIELD O ++ � GUT5 8 BORES SHALL BE TREATED IN 6. REINFORCING EMBEDMENT STANDARD WALLS SHALL BE AS INDICATED ON -SABLE VIVAALL RAKE OR RAKE TRUSS W/O GABLE OVERNAN6 BD ROD 6•EDGE/6•FIELD BAR LENGTH HOOK THE DRAWINGS. ALL GORES OF ACCORDANCE WITH AWPA 5TD.M4. GABLE ENvvau RAKE OR RAKE TRr w STRUGT RAL am ooKEw 'BD ROD 6'EDbE./'6'-FIELD v 0 '4 "' _° MASONRY UNITS SHALL BE FILLED N v .B 16• 12' WITH GROUT. REINFORCING BAR 8.ALL MANUFACTURED LVL WOOD FRAMING -GABLE ENDINALL RAKE OR RAKE TRUSS ry LOOKOUT BLOCKS eo 100 4"EbGE/4•FIELD - % - 20' Ib• LAPS SHALL BE 2'-6" MIN. MEMBERS SHALL HAVE THE FOLLOWING OEILIN6 SHEATHING V ' .T 24• 16, PHYSICAL PROPERTIES AS A MINIMUM: GYPSUM K&U eOARD - W COOLERS - T•EDGE/10-FIELD (n _ 3.HORIZONTAL JOINT REINFORCING 6 VAALL 5HMATHING job no.: Isao E=2.OXIO PSI.,FB=2800,FV=24O. date ao oc-TowR�OIS FOR MASONRY SHALL BE EQUAL wooc STRUCTURAL PANELS FOUNDATIONS TO OUR-O-WALL TRU55 MANUFAGTERED STUDS SPACED UP TO 24'O.C. BD ROD 6'EDGE/12•FIELD WITH W scale As NOTED IRE CONFORMING TO A5TM A 62 C1.ALL FLOOR JOISTS SHALL BE AS n°wrro ss B� FIBERBOARD PA EL8 aD S EDGE/6 FIELD F I.THE ALLOWABLE PRESUMED SOIL 8 COATED FOR CORROSION PROTECTION MANUFAGTURERED BY BOISE CASCADE drawn: IN ACCORDANCE WITH ASTM A 153, 8 AS SIZED ON THE DRAWINGS. ALL '/2'G'-PSLM"A LBOARD ED coOLa+s T•ED6E/10-FIELD lOma BEARING GAPGITY 15 3000 P5F, GLASS B-2. ALL WIRE SHALL BE FASTENING,BEARING,BRACING 8 FLOOR SHEATHING rev. WHICH 15 TO BE VERIFIED IN THE FIELD q GAGE MINIMUM. PROVIDE MINIMUM STIFFENING SHALL BE IN STRICT ACCORDANCE VVOOD STU)CTURAL PANELS BEFORE CONSTRUCTION. rev. LAP OF b" S USE PREFABRIATED T'5 WITH THE MANUFACTURER'S REQUIREMENTS. OR CORNER SECTIONS AT ALL -1°°fR�' aD 1Ov a EDGE i Ir FIELD 8 2.FOOTINGS SHALL BE CARRIED WALL INTERSECTIONS. ""T"A"'' OD 6D b EDGE/6 FEED S TO LOWER ELEVATION THAN SHOWN I o ON THE DRAWINGS IF REQUIRED TO 4.CONCRETE MA50NRY UNITS SHALL c REACH PROPER BEARING CAPGITY. CONFORM TO A5TM C q0. ISSUED FOR REVIEW ant of L o0 0 O W PTION 01 � c � w L5TA STRAP® IV'O.G. v @J HEADER SIZE O O O OD OE ©. O - (PER G5N) sa 6 L.1'-0'TO 4'-0' (V—A a 0)— fU�sYc� N.w N A]9. GAGe cRl'.�el1A 1 _ G G rosin ROOF SHEATHING L.4-1'TO b'-0' e)uTA. axe .�.w"s N— ro N SY P!R lliN w1b 9TIO N"Av ry'� ("!) I OD NAILS zAmuft— T E �a ®EACH END L•8'-I"TO 10'-0' N)LSTA A ty area n�Klae N A39 Nl An • - N 0 eewca Ive.RNU L•10'-I•TO ib'-0• Ol snua 1]18nq 1P"IX qao N Aa fL Aa _ - .. OPTION 02 ' I + + �M! C .. HEADER SIZE O © OG O O O O N L.I'-0'TO 4'-0' au�e°Oo rNe¢�icrtn N Aa N A9 N xe Togmnwl - . Q GAC.M cwPPle SM p " F-1. SEE ALTERNATE 6 S N_ ' L•4'-I'TO 6'-0' em �Kean N cs ie-!e)eo wau N Aa R!A9`.` a F F wm. rea ;4ruenro ROOF RAFTER PER PLAN b �- Lv d-I'TO 9'-0' Lv 8'-I°TO 10'-0' �ivas N Ae fL AS 'Alf'Y ®0 V m - - ALTERNATE: ATTACH OPPOSING RAFTERS B - B L•1o•-r4o 16•-0• ry ernes �9Pivae _ NAas r�we -BELOA RIDGE BEAM OR RIDGE BOARD A/ .- 2X4 COLLAR TIE AS SHOWN.RIDGE STRAPS J_ NOT REQUIRED WHEN 1,151NG A COLLAR TIE. - wee_ era al�eweAr eAca eroc.++e,eAoe. Cary � ` '. D D aav�rew..aw Aw cooa nv+.w or�rrne.eneve Am a on e.o.ie roa(Aiaann..m e+a..enr •.. \I 000 �)m hum T TO FRAMING @ WINDOW AND DOOR OPENINGS } O oTRUS CALE RIDGE BEAM GTURAL x O NOT TO SCALE - o Is ROOF 5HEATHING Pin tea.$ 5HEARYVALL SCHEDULE so_ l e - - EDGE NAILING - - - 7L01.1 9YE-e:3`Y WALL TYPE SCHEDULE: SHEARWALL CONSTRUCTION: 2X BLOCKING BETWEEN + - �RArTL-RS(NOTCH FOR • +�•' . VENTILATION IF REQUIRED. 15/32" PLYWOOD-(E06E5 BLOCKED) 1. ALL 5HEARWALL5 TO HAVE DOUBLE TOP PLATES REFER TO ARCHITECTURAL , SD COMMON OR GALVANIZED BOX NAILS 4 DOUBLE 2X STUDS AT EACH END OF THE HALL. O V a PLANS FOR MORE INFO) - @ 6" O.G.EDGES 4 12" O.G. FIELD. .- - - *C +-':r� FACE NAIL DOUBLE TOP PLATES W/ I&D NAILS @ I61 O.G. 0 0 � ,17F 15/32" PLYWOOD (EDGES BLOCKED) USE(12) - 16D NAILS AT EACH 51DE OF LAP SPLICES IN TOP SD COMMON OR GALVANIZED BOX NAILS PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-0 LONG. -p cn N o 3"O.G.EDGES 4 12"O.G. FIELD. CU c ui -3.NAILING FOR PERFORATED 5HEARWALLS TO BE CONTINUED Qc• N 15/32" PLYWOOD-(EDGES BLOCKED) ABOVE AND BELOW ALL OPENINGS IN 5HEARWALL. t 5D COMMON OR GALVANIZED BOX NAILS 4.ATTACH DOUBLE 2X STUDS 4 BUILT-UP CORNER STUDS AT p d y x ROOF RAFTER PER PLAN. _ @ 2" O.G.EDGES 4 12"O.G. FIELD. 5HEARWALL ENDS W/(2) I6D NAILS @ 6" O.G. FOR ATTIC/ 0 (REFER TO ARCHITECTURAL H25A(INSTALL PRIOR TO FRAMING AT ADJOINING PANEL EDGES SECOND FLOOR 5HEARWALL5 AND(2) I6D NAILS @ 4"O.G. � Lf1 PLANS FOR RAFTER DIMS. - BLOCKING AND PLYWOODC 0 SHALL BE 3" NOMINAL OR WIDER 4 - - STAGGERED FOR FIRST FLOOR 5HEARWALL5. NC� 0 AND EAVE DETAILING) SHEATHING)ALTERNATE: H2A NAILS SHALL BE STAGGERED. 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWN5 AT `- NOTE: FOR PLYWOOD 5HEARWALL T(PE5 1,2, 4 3�! SHEARWALL ENDS. V) LISTED ABOVE,50 COMMON OR GALVANIZED - - DOUBLE 2X TOP PLATE NAILS-(0.131 X 2 I/2")GUN NAILS MATCHING THE job no, lseo NAIL DIAMETER 4 LENGTH MAY BE USED AS A date ao ocroeErz¢ols BEAM SUBSTITUTE. (IF SHORN ON PLAN) - scale As NOTED _ - drawn: 1a•oN rev. rev. O RAFTER TO TOP PLATE Td NOT TO 5GALE 8 S2 0 n ISSUED FOR REVIEW sht 4 Of __ BAESSTAILE HAS& TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION 9..4.cr TO THE INSPECTOR OF BUILDINGS: Tire undersigned hereby applies for o permit according to the following information: Location Proposed Use Zoning District Fire District Nome of Owner Nome of Builder Address Nome of Architect Address Number of Rooms Foundation Exterior Roofing .... Floors l"t®rior .... Plumbing ..Heating Fireplace Difinitive Plan Approved by Planning Board __ Diagram of Lot and Building with Dimensions •Approximate Cost .19 y//4/^ /4-0 6r^>>• fKONJ I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction./T ^// Name i,/wx«usu«OC illfilUX'CX JS No 1011?....Permit for cTHH Location ..Ma3J?..Str^t. Owner ... Type of Construction Plot Cotuit Denman &.Laura frame Lot it Gronted 19 ^5Permit Dote of Inspection 19 Date Completed 7..19^-^ PERMIT REFUSED 19 Approved 19 i X u//(p/fr I i j..— '2>o rr/C/Pa^e' 50.') I j Id a I '-Tocut