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HomeMy WebLinkAbout0080 INDIAN HILL ROAD n , , ----R41 fo . ..nd,'.4/11 -71--171!/ „ • . ....\ ., i ' • ' . . . . .. „ • , . '..... „„,. „ ...„„,„ „., . „ „ • • • • • • . .. "' = .,w, ,.. ,��,.. .,:..:��,.:ice _ -a, r., .:,;. Via... � ....�. ...., . y .;: — _ f,+ r 17 �ti' r e ,:'>..,4 5ttr � t V.; `S i` - ^,,., ,. is .. :. ...a. :'5:.. �,{.. r n w. 5; r .. 4:. _ a:. { f r mot:.. T .f n `►,. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 5 I Parcel Y3f _ Application' S I' Health Division Date Issued y 17/ 'fMAO Conservation Division . Application Fee Planning Dept. Permit Fee<3.0. \ % Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Str et Address D° IOWA UM In�-- Village 17-0 'ijJ ( L Owner 6I1& V 'litabUg,V Address • :::ques7 Maki ptinktett14,,, A/ it011 Oak ey4,1c i tag rtakibcg A-D ?Ill tcombati a 2 W ;I � r i-u t. � ,et> i14" (eUUb'?( � if�I�' 280 �� " Square feet: 1st floor: existing proposed 2nd floor: existing proposed = Total new Zoning District A Flood Plain Groundwater Overlay =A E -:,t a' ii i Project Valuation �firb Construction Type 1t1) '3 i Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supl orting docun ntation. Dwelling Type: Single Family. Two Family ❑ Multi Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's ighway: `0l Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count 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 ❑) o If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 01/1-4/ Telephone Number ✓ 6 lb-7/ 47)1417 Address K. (..A(/tlt) License # 1 0 01 g CA GAV Walit J Home Improvement Contractor# CJ.26 til Worker's Compensation # W C00 0161 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT W L BE TAKEN O V WV/ atlAti IF lik' i) SIGNATURE DATE t. _-. FOR OFFICIAL USE.ONLY 4 APPLICATION# DATE ISSUED MAP/PARCEL NO. • ADDRESS VILLAGE OWNER DATE OF INSPECTION: 3.1AFOUNDA`T10Niu u u,4- FRAME - - - - - INSULATION.: .r\of, 'ILL 4 !'L:,UL ¢;:_ FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 0 tilp!► -414ek • ,:tAartk. ze mass save °CO R Savings through enorgy ^n► 14111111.1► PERMIT AUTHORIZATION FORM I, ELLENOR DONOVAN ,owner of the property located at: (Owner's Name,printed) 80 Indian Hill Rd BARNSTABLE (Property Street Address) (City) ' hereby authorize the Mass Save Home Energy Services Program assigned Participating Contractor listed below to act on my behalf and obtain a building permit to perform insulation and/or weatherization work on my property. • Owner's Signature 3/a_G //s' Date FOR CSG OFFICE USE ONLY Conservation Services Group has assigned the following Mass Save Home Energy Services Participating Contractor to the above referenced project: CA-P Cop J u.t.A i 011 /..)-(7II�` Participating Contractor Date O f. C■]i For Office Use Only Rev.12132011 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 4 31V Parcel 031 Permit# SI- 3 .' if � ! Health Division c'O--0(9'5 W 5,i '1 —5 Date Issued S _43-.-'sO g Conservation Division 5 jl i Jo I Fee ft V! I, cc Tax Collector '2 D(7 LI a k Application Fee0 at �� Treasurer ll (9 0 r 1 1 SEPTIC SyM MUST BE " Planning Dept. Checked ili�yigi LEO °J C Wir rfTPLfANCE Date Definitive Plan Approved by Planning Board Approveyjfo N EfJ7H� CEv.,OU p REGU E AN Historic-OKH Preservation/HyannisREGULATIONS Project Street Address 8 /n,1idiri ,fl)f /I Village _ -- 13e r—n S i e Owner itl uo1L O!th)Y -4 Address &, 1 POI I a n �fhI1 � l rot • T Telephone ‘50-$— Aft — Jfq'2 L1 Permit Requestf- Stud t 0 A SL ree-a.4 /r. fo irk Square feet: 1st floor: existing proposed .31 ' 2nd floor: existing proposed Total new 3/gb- Valuatio, .`9,. Zoning District Flood Plain Groundwater Overlay E I Construction Type `,olif an - Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting dooumentat . Dwelling Type: Single Family d Two Family ❑ Multi-Family(#units) E � —1 � Age of Existing Structure Ifr) Historic House: G'Yes ❑No On Old King's Highciay: ©'Yes allo co Basement Type: IIi"Full ❑Crawl ❑Walkout ❑Other c i "f ® m Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing /02._ new 0 Half: existing I new O Number of Bedrooms: existing ,. new 0 Total Room Count(not including baths): existing `] new 1 First Floor Room Count 5 Heat Type and Fuel: iGas ❑Oil 0 Electric 0 Other Central Air: ❑Yes ❑ No Fireplaces: Existing 1 New 0 Existing wood/coal stove: ❑Yes 0 No Detached garage:0 existing 0 new size Pool: 0 existing ❑new size Barn:❑existing ❑new size Attached garage:Lta'existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# _ _ __ . Current Use Proposed Use BUILDER INFORMATION Name o1 ,f't J'd II v Telephone Numbeer..� 7 Z� _ �_ Address ?.0 , RoK 1 OSi°.r fr:/I f__ 4",LIyj// j License# CI •S o 8ci 51 ?3 Fri fe.5 h a 7 OSielU,fle_ D26A5 Home Improvement Contractor# /L/C/ 7o Worker's Compensation# 6 Ku tam-7353A- 2 -0-03 I5 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO W i L= EM S SIGNATURE ¢ `� Sails-he DATE n 5/17 3 r FOR OFFICIAL USE ONLY PERMIT NO. I 1. , DATE ISSUED n' ' • MAP/PARCEL NO. , i _ - i ' • ADDRESS I VILLAGE OWNER DATE OF.INSPECTION8, b, & (v.-6 I ' • FOUNDATION j -so NO ©g &f a-o S r-g...._ - FRAME 0 7- —0 5 F::*;*" . INSULATION e" IC- 7 • '1 e FIREPLACE • ELECTRICAL: ROUGH FINAL ' ' PLUMBING: ROUGH FINAL ct'g GAS: ROUGH? FINAL • . FINAL BUILDING G CD l4 s -w, ar/ -0 3 f� DATE CLOSED OUT ASSOCIATION PLAN.NO. i ' s rf' s;1 a . r`- ' Y T ��TNE Tp Town of Barnstable 'p O • Regulatory Services B' g. Thomas F. Geiler, Director Mass. i6Jq. 10� , Ap,t, 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 Property Owner Must Complete and Sign This Section If Using A Builder I, e t.�,��-,./ , as Owner of the subject property hereby authorize . . 1 . u l LDERIfo act on my behalf, in all matters relative to work authorized by this building permit application for: ?0 )M; ► )-/ .11 ;dt (Address of Job) 51/ 7/6 Signature of Owner Date E./eqi-i6/ OVA A) Print Name Q:FORMS:OWNERPERM ISSION 05/22/20005 18:28 5087463377 FNARCHITECTS INC PAGE 02 . r Deck Beam-Screen Parch Ti�aoaab 8.18 S' iNwnber 1 3i4" x 114" 1.9E Micr lIami) LVL Mir 1 42e12 lo.2203 er1.15 R THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pis 1 Engine versef:1.15,az CONTROLS FOR THE APPLICATION AND LOADS LISTED • D1L71 :1 ie.— —.._...._. Product Diagram Is Conceptual. LOAD: Analysis t6 for a Drop Bean Member. Trbutary Load Width:8' Primary Load Group-Residential-Exlericr Balconies(pef):60.0 Live at 100%duration,12.0 Dead ILIEESMIC Input Bearing Vertical Reactions(floe) Detail Other Width Length Llve/DeadlUpllflfTotal 1 Plate on meeonry wall 3.5(Y 1.78" 1080/22$i 0/1308 L1;Blocking 1 Ply 1 3/4"x 9 1/4"1.9E Microllarrr*LVL 2 Plate on masonry watt 3.50" 1.76" 108(1/229/0/1309 L1;Blocking 1 Ply 1 3M"x 9 1N4"1.9E Micro11am®LVL Sea TJ SPECIFIER'S I BUILDERS GUIDE for letaN(s):L1:Blocking JallibLOQA Maximus' Design Control Control Location Shear(bs) 1237 -646 3070 Passed(27%) Rt end Span 1 under Floor loading Moment(Ft-Lbe) 1752 1752 5802 Passed(31%) MID Span 1 under Floor baring Live Load Deft(In) 0.049 0.189 Passed(L1999*) MID Span 1 under Floor loading Tel Load Deft(In) 0.059 0.283 Passed(L/909*) MID Span 1 under Floor loading -Defection Criteria:STANDARD(LL;L 360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)roust be braced at 6'e/c unless detailed otherwise. Proper attachment and positioning of tateia!bracing is required to achieve member ateblhy. .0 OmONAt,_ TES: -IMPORTANT! The analyse presented Is output from software developed by Trus Joist(TJ). TJ warrants the sizing of Its products by thta software will be accomplished In aocordrtnos with TJ product design criteria and code accepted design values. The specific product application,Input design loads,and stated dimensions have been provided by the software user. This output hes not been reviewed by a TJ Associaba. -Not all products are readily available. Check with your supplier or TJ technical representative for product 9wailobility. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UDC analyzing the TJ Distribution product listed abase. PROJECT INFORMATION: OPERATOR INFORMATION: Peter&Eleanor Donavan Erin Marlin 80 Indian Hill Rood fin Architects Barnstable,MA 16 Main Street,Suite 201 04-121 Plymouth,MA 02380 Phone:099-9994909 Fax :999-999-9999 erinefnerdrieacte.com copyrieet ZOk'4 5Y rrcc Jo12t. a Neyethaouaer 8usinc9; lllcro114,00 is a reyistcrod ttadumark of Trus ,.\0oman\4aa12004%gt ucture.11Ocnovam, Pstar (04-9..21]\deck bcam - gvid8?i porch.emn 05/22/2005 18:28 5087463377 FNARCHITECTS INC PAGE 03 4X11/1951e Deck Beam-Screen Porch Alawsgempemimm TJ.6eamOR.I5Seri.lNu 1 3/4" x 9114" 1.9E MIcrollam® LVL Peeatpe EngineVate006 :22WRtA THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pepe 2 �Yartion:1.15.3J Y CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group " 5' 8.00" Max. Vertical Reacticn Total (1ba) 1309 1309 Max, vertical. Reaction Live (1ba) 1080 1080 Required Bearing Length in 1.76(W) 1.76(W) Max. Dnbraced Length (in) 72 Loading on all spans, r.o$ - 0.90 , 1.0 Dead Design Shear (1ba) 14e -148 Max Shear (lbs) 217 -217 • Member Reaction (lbs) 217 217 Support Reaction (1,bg) 229 229 Moment (Ft-Lbs! 307 Loading on all. spans, TLDF - 1.00 , 1.0 Dead + 1.0 Floor Design Shear Ube) B4t -846 Max Shear (iba) 1237 -1237 Member Reaction (lbs! 1237 1237 Support Reaction fibs) 1309 1309 Moment (F't-Lba) 1752 Live Deflection (in) 0,049 Total Deflection (in) 0.059 SECT INFORMATION; DPERATOR INFORMATIO14• Peter&Eleanor Donovan Erin Martin i 90Indian Hip Road fin Architects t3at1s •AAA 19 Main Stoat,Suite 201 04-121 Plymouth,MA 02360 Phone;990-990-9889 Fax :909-099-9990 erinAtfnerchilects.can co;yrinst C 2004 by Trug Juia , a Neyerhacusar Ru.ings* Mke,t,1.4.mla is a ragisto_ad Cr;.d.n.ozk of True Joist_ 1;corm.:r74.\200s\struetueai\aw.w.n, sates I09-L21)\dock bean. ecFa-_n xrer..ama 05/22/2005 18: 28 5087463377 FNARCHITECTS INC PAGE 04 411E)114411 4ta. Rant Flamm-Seely rl e.aae,a.ls aorta ruamharA 10t190r%r dueuleaufbeb 3 PCs of 1 314"x 11 114" 1.9E MicroflalTi®LVL Liar 1 523/21X6g1;40:3,1 AM Pagel Enginevmamn:1.1s.3a T-IIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED eilletilher Wee:012 Reef Slepe*12 d 14•P' AI dimensions are horizontal. Profilist Disawetn Is Conceptual, LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:15' Primary Load Group-Snow(pat):25.0 Live at 115%duration,15.0 Dead Vertical Loads: TYPe Class Live Dead Location Application Comment Unifonn(ptt) Floor(1.00) 40.0 15.0 0 To 14'6' Adds To SUPPORTS: Input Marino Vaal Reactions Ohs) Daman Other Width Length Lrvoroeaarupa vTotal 1 Stud wall 3.&T 2.1r 3009/1658/0/486'7 L1:Blocking 1 Ply 1 3/4"x 11 1/4"1.9E Microliter*LVL 2 Stud tall 3.57 2.18' 3009/1658/0/4867 L1:Blocking 1 Ply 1 3/4"x 11 1/4"1.8E Mlcrollani®LVL -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(a):1_7:Blocking pESIGN CONTROLS: Mrudmum Desiggn Control Control LeeittiOrt Shear(be) 4755 -4042 12005 Praised(31%) RI.end Span 1 under Snow loading Merlon*(Ft-Lbs) 16841 16941 27837 Passed(60%) MID Span 1 under Snow loading Live Load Dell(in) 0.339 0.472 Passed(LI601) MID Span 1 under Snow loading Total Load Dan(in) 0.540 0.708 Passed(Lt310) MID Span 1 under Snow boding -Deflection Criteria:STANOARD(LL:Lt380,TL:L240)_ -Braci (Lu):All compression edges(top and bottom)must be braced at 10'6 oft unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate aonlirwous lateral supped of the compression edge. NallThatiRL.NOTES; -IMPORTANT! The analysis presented is output from software developed by True Joist(TJ). TJ warrants the stung of its products by this software will be acooenpttehdd in a l:edenoe wllh TJ product design criteria and code accepted design values, The epoctSc product application,input design loads,and elated dimensions have been provided by the software urger. This oaf hes not been reviewed by a TJ Associate, -Not al premiss ensovulates. Cheek withproduct�y, readily your supplier or TJ technical for -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Budding Code USC aneglzing the TJ Distribution product heed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection.. PROJiCI INFORMATION; OPERATOR INFORMATION Pater&Manor Donovan . Efin Martin 80 Indan HB Road tfi Architects Barnstable;MA 16 Main Street,Suite 201 Plymouth,MA 02380 Phone Fax :990-994i-gggg aringtinarchitecta.com • CopyUpht 2001 by :'rue Joist, a Woyarhaeuser Business M&6rb1l. is a registered trademark of 7rus Joist_ \\Oordop\1'ne�.2JDl;SrrW,tuieilibnovar., Peter l01-l21l\roof beam- studio rev..sms ' • �� Roof Beim-Study r,s"„�e.,E �w A7Tocaou Bwkloo 3 Pcs of 1 3/4" x 11 1/4°' 1.9E Microllam® LVL Ow 1 6129.20061 i;48;$4 AM Par 2 Nino V .,.15.9+ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Lc)ad Group; Primary Load Group 1.4' 2.00" " Max. Vertical Reaction `fo;.a.? Ciba) 4867 48E' Max. Vertical Reaction Live (1b5) 3009 3009 Required Bearing Length in 2,1$(W) 2,18(W) Max. utZtaeed Length (11i) 126 Loading on all. spans, LDF - 0.90 1.0 lead D-a.3.igr, S,,.ee!: (1hs) 1543 -154.3 Max Shear (1bs) 1816 -1E16 Member Reaction (Ube) 1816 1816 Support Raa,-ticn (1.b2) 1858 le58 Moment. (Et-Lbs) 6430 Loading Cr. all mpana, LDF = 1.00 , 1.0 Dead + 1.0 Fiocr C;eai9n Shear ()b-.) 17k4 -7,784 "tat Shear (1bs) 2099 -2099 Member Reaction (1b3) 2099 2099 9uppul;t R.eact:r! (lbs) 2148 2148 Moment (Et-Lbs) 7434 Live Derlec'cion !in) 0.033 Total Deflection (1Cr) 0,242 Goading on ail 3Pa05, 1,1"F.' = 1,1.5 , 1.0 Dead + 1.0 Floor + 1.0 Snow Dezi n Nhed:_ (1b6 4042 -4042 Max Bhear ( 17,9) 4155 —4755 Member Re CtiOr (1bu) 4755 4755 `upport Reaction (lb.r) 4367 486'' Moment (Ft-Lbr) 15941 Live Deflection (irt) 0.339 Total Deflection (i;.) 0.549 PROJECT INFO NATION: oPERATOR_INfQRM QN: Peter&Eleanor Dvnown Erin Martin 60!Wan Hill Road fin Architect) Sernattible,MA 16 Main Street,$uIte 201 Plymouth,MA Q Phone: Fax 9994994999 erinefnarohflects,cam ^cy,+yr.ight :m nog t f ?r>.0 Oo:at; a Ney„rneny:..-Av.afress Mi:roiye°A 1. a registered tradee,xk of True Joist. N\rgrncn\fnaVa04%Structux$:6f.C.1d.rein, Peter- iO4-1:111root 54,s - etudic rev._sms J // • . .._ .. r N88° 6'1 •'17 t c,n ' ' ' 1° )4' — i ► i l' ' LU7` 15 1 ti 1 ii , VI 01 t L0? 19B .... ,•!'•, ,,,// ////,//, ��•1. t .ice• JJQQ . A,'� LOT .70 •,„,, r P1. //. ,, , q /,1„y0d1 0, /•//•/,,,,/. rj9 ,',✓ . ®1 NI i :¢ ��. `� 0; I / i \ 1,1 0. i , 4 \\%. r-) ,\ .........• "' i9 . 100.on y Y w g .... ,(FI ,�. DAD NI' • •.''.• . ..a rI,N••'N IN. er lZE5.' ZONE "t P=—?" This MO TUAG. ti5d' C"d'•UN non i�a Ivor , ii•., r001,r1 . 4�aank use only ,41,00il Xrilve "C." je�'�w//• --' -rye //':? ' �.. 1 1 ..0 'i r ' ^:T'r 'U 11J'1 D REF: 1,n�6. w�LQc�t�.B�iL 4 PLAN �,/{{..{{f�. s � tT Ifr ,.,/ ` 1 • � I I ERERY CERTIFY TO 'i '., . ,,- AL — J.$) �++E+ TIIA'r 'iHe SUIL ING... 7. '�'� YA.NI{�; SURVEY SLLOWN ON TIUIS PLAN IS LOCATED ON THE ( ROUND AS oftt A. SkiUWN ANt) TliAT u s 1'Q Irlc.1N i Ok s CONli'nt CONSULTANTS v'd'� TO 'TIE ZONING LAW SETBACK REQUIREUEI�TS OF THE NIP - 4UH (�ttJl'P�, 9) rows OF b+A10.11'?ABLe „AtNL) 'I°IlA4I' TWT9t1STRY ROAD IT DCESw°&Q� LLE WLT1iIM TILE SPECIAL FT,.oa FlA7.AR19 i,...4,• . , TAAII OWS :it1LIL. MA. O0s�aa AREA AS S}IO 'N ON Tl 1 I. . _ ,s�� _ 7 �,� TE 2A n 055 .?. /i ^1: Q4A `1 Y1 Q. u dram • il PROPOSED ADD ITON FOR: rr (Y-1 PETER 4 ELEANOR DONOVAN, CD V ,T. 80 IND I AN k I LL ROAD, 5ARNSTA5LE, MASSAC USETTS s z` t._� nH ro R k.i1 4.�e T c t$d-tt"` '14. qb f.#'5Y -:r. GENERAL NOTES: - 3d I.The following notes are typical for all drawings aF the Contract documents. "'y �:ll ` Nrr .4 L� _ <2 u r! ^ 2.All work should be done In accordance with the Massachusetts Building Code, v� _ 'Sa .Y ' � •, i sspp 'z- t U �1€1 X. NFPA Life Safety Code 101,and all other applicable Federal,State and local .. Cii%F z _t n,. a+-js'k 2 crl „� :1_8:: codes,regulations,ordinances,laws,etc. • v,- h tf ; -F g `t t 'f3 �y`i� f p 3.The Contractor is responsible for field verification of dimensions and "ya qe e [ • L }y conditions prior to the commencement of the work In addition,the Contractor Is - .as. �� �pppp''''''''�'''�`�.p q ,' 'I I responsible for notifying the Architect n any s which may or conflict between the 41. � 3{ 'u ��p �`"�q r ?•'• contract documents and actual field a work- which may affect the scope of the T"•;(/ rh 1p "T work prior to the commencement of the work - F',r. -;',Ill N ° 4.Dimensions,conditions and Instructions Indicated In the drawings describe the - _ -- Intent and scope of the work,actual field conditions may vary from these contract .�'f document descriptions. C'r' e - - '_ 5.Do not scale these drawings:If dimensions are In question,the Convector shall - _ - _ be responsible for obtaining clarification from the Architect before continuing the work 6.In the case of discrepancies: .t, -`i1 - a.)Dimensions shell take-;precedence over scale measurement of drawings. ,- b.)Larger scale drawings and details shall take precedence over smaller scale . • drawings and details. .. ZZ c.)Drawings and notes are supplementary to each other,In the case of O C discrepancies,the more restrictive and costly shall apply,unless otherwise .. Z Z approved by the Architect. SHEET INDEX• - - 0 0 T.Ilhen a material or Item Is indicated on the drawings,the material or item shall be A-I 'FIRST.FLOOR PLAN - 0 p¢ used unless otherwise noted as follows: • a.l Throughout the entire length and height of walls,partitions,panels, A-2 FRONT 4 RIGHT SIDE ELEVATIONS Q K a E windows,etc. W J III A-3 REAR 4 LEFT'SIDE ELEVATIONS. _Z b.)In the detail for which It occurs in other similar functional areas and other O w l Q' similar locations throughout the project. A'4 BUILDING SECTIONS 4 WINDOUJ'SCHEDULE 0- E p 0 r, c.)In the detail for which It occurs In the other similar locations throughout A-5" FOUNDATION PLAN �t w m 4 lizi v the project. a 0 A-6 FIRST'FLOOR:FRAMING PLAN 8.All sprinkler,plumbing,mechanical and electrical systems shown on these A-1 ROOF FRAMING PLAN • drawings are for the purposes or general information end coordination purposes • • only.The design of these systems shall be by others.All work shall be In A-$. DETAILS accordance with the Massachusetts State Building Code,NFPA Llfe-Sefety Code' - 1 101,end all other applicable regulations,codes,etc. .:--- = kr) 4 ELI PANELS 44 POST LW F/C min TE RI;DN os SCREEN PORCI4 I 1 L I.,M1,1-10G4NY — 0. / \ I (•.f.1.) JIL — • FLUSFI/ .., i.DININn —, ..,. ..... -__PAsATRCEI4Q!REPAIR .. KITCF,EN LE 1.T r CIPFCC:Cti 2 1. \ Piii FSATI4 PWDR -1-1- . El \\ ,......„ EfITR1 „ )r— STUD1 1 il ....--- 1.7Furr2 t,ti larcl 0 , \ ePTC14 _ _( E.I. <3 ,, i ,.itiME:E.,% L GE_c.2 O - (b)1 I ' 5ruplo -- 6 , O z i-. 1,----` (e) :LE f FL,DORIC COL i= () CATH CLO. — —4.0 UNIT O I 1 ,"' EY 011,NER i' - • FS Cr2 .1 E el cl et AI 0 ESTIWI i C=NEW CONST 0 RUCTION ID J I J \ , tr) W M (g...) Y. FIRST FLOOR ELAN N0 N h E 9 9 6 9 Q a Z g aV6• ..0 .. RO9C0 HPRL I-B IND LOUVER ANEW 11W F. ARCH.ASPHALT SHINGLES ®„:® ❑O $S� n ® RR a— SFIRST FLOOR s •L 8 \1 c i � TCH IXI9T.CLAPBOnRDS B"e FG.DORIC COL. \ L c 3^ r �a > FRONT ELEVATION RIDGE VENT �\ ARGSt ASPHALT SHIKiLEO - _ Z ALUFI GUTTER O z - ..—__ FASCIA.btR IT Z 1 O O li•11o17-III 1I III II\, o• (&L O DI,� I:y o ii=w I�I J J 1�=•�1-1 1�1- N W Z i d E. RIGHT SIDE ELEVATION • If 2m / • sea4e 0 Q C 0 g 9 6 • DO NOT EXCEED / EXISTING RIDGE LINE �fJEW ARCH.ASPHALT SHINGLES` x4 BEADBOARD • S inn III III III u $i III III III III HI III III III fg III III III III U e © L. SG a 5 9 7. ®FIRST FLOOR IQ 1 1 8 rai REAR ELEVATION RIDGE VENT ---CCHT.RIDGE VENT ARCH ASPHALT SHINGLES c ARCM ASPHALT SHINGLE/ - ALGI.GUIIeR 0 Z GU,FASCIA,Ix SOFFIT IL Q III ••I ;::: �-1 III III III INN I I/ 0 p 0 III III III III :II :i r• 0 III III III III — r •"Di:"�"a 0 O III III III III .. IIIi i• tcl IS'3J TEE EXIST.SIDE ND W Q RQ 0it_ W� h DEFT SIDE ELEVATION. d 2 to 9 • • Ee C I rH i 'n s Q E s e goi3 � CONT.RIDGE VENT IZQ RIDG RO� Ixb COLLAR TIE '=\ CONT.RIDGE VENT FELT ON '}•PLY.ASPHALT SiWOD CO HINGLES�10's• _ 1xQ RI' I6'OG,•R30 F.G.BATT.INSUL. — 208 OLD.J019 . ` BAFFLE AS REOD. /_` w IxH CW.JOIST= \ -V)) • Jam_. Q w�.lllU!�w.llu:^n� ^ 18 © /� 1xB CI-G.JOISTS V � - 47 8 UPON P4...4•LVL �.� tS'BLUE BOARD l��� I)Ix11'e,TRIMMED — y 'II -YBEAD CLG, II EAU �''`. _ASTER CO W'3 _ DOOR 6T.. ' I CONT.GUTTER CN VENT• `f o 16'OG. I 1 �' -"'BEAD CLG. —5 y aa • \ ALUM.GUTTER ON Ix FASCIA, l) 3 Ix SOFFIT,SEE DETAIL. ih'TUG PLYLLOOD GLUED• o¢ ,.,FG.DORIC COL, L 3 w BROSCO PANEL SCREWED CN 1x10's a I6' 9 CO MMM OG.W/SOLID BLKG.•RI I ¢ 5 tl I x4 MAHOGANY` WALI 9 • FCi BATT.INSUL. rIX .4 MAHOGANY N 3 1,We a 16'OG.W/R13 FG.BATT.INSUL 1 a 0 [ .. SLOPE SILL ( I MT:y°BLUEBOAf1D•PLASTER ' I 2� 7 II; 3/P.T.1x10'e,TRIMMED 1 a f IF+CS Pi.°xeh•LVL, —� EXT,HATCH EXIST.SIDING IIIIIIIIIIIIIII'lllilllllllllll'' ..�' ill'c d TRIMMED W/IX PVC II II CO TTVEK CO ts°PLYUpOD '' 2•CONC.SLAB ON fli .Vial .•- 4n='n:�n'irg�Ir":n4LP.,E=II:= _Ir=..oF POLY VAPOR BARRIER 'MSS1I�:II.:allel:"i!-91:i. .SONp-TUBE. hillwapr-12 II. II.,.e �011G 1 ON 6'COMP GRAVEL f=1I=II.—j.11=11=S1=IL L. ION 0-B LONO-TUBE,�- ,SF I1-I�F--74= '=� II`- II—II==II.=.IL=.II=�. I BELau GRADE • a'm•BELOW GRAD _ - r,M ROUND 206 till _ _ _ .7L- L•?11-11r(:-I1 =1I� i• !Il P.T.Iz6 SILL BOLTED CN • \'1:17 h- . "C=._=1f'�" I;-�a=ii=n= 1. u.=ILi=1i=a-a':11= =11=n - w,, BELOW GRADE,ON B DP x IbNA11;,.II II=4 V h—II=II=1.=II-II��L=11 r -II.=. C/.)IIT.C01JC.FTC,SEE DETAIL. "-II=IL — BUILDING SECTION A BUILDING SECTION B / WINDOW SCHEDULE • TYPE MANUFACT. CATALOG• RA. REMARKS (e n11NMOW NM,. A DOOR BROSCO S COMB.DOOR 1'-b"x 6'-I• MI TEMP.SASH I.All windows to be cased with a minimum of Ix4 B DOUBLE HUNG ANDERSEN nu I846-1446-184b VJF. sings and long Ilan*Ills. 1.All windows to Include tercets,Iow-e glass 0 C SLIDING PATIO RIG 6068 R 6'-0°x 6'-8• and hardware color as selected by owner. E Z D DOUBLE HUNG TW 2032 1•-1 Is•x 3-.4 k• 3.Verify with elevations casement swings and grille layout p • 4.Verify q ty of windows before ordering. 0 5.Architect to review shop drawings before ordering, 0 R Q a i_.,r 0 W=W t 0`t 7 m Q 0 .W Z E. . crams An Soso o LI -.RGNvfrotat...., ?)::2-------fre6 >T. 6 y 1. mQ'- .. . I0',CCNC.SONO-TUBE. • I g I 44�0'BELOW GRAD TYP ♦ . \ ^4• ".'[TIC Awl via' S II II b 4, v $ s f5iii L1 ,11 la JJ3TSTsp 5 y{ FXISTING RASRIENT 4\ B 3 1,••ANCHOR BOLT Q'OC.VERT. „."---TYP.AT ALL NEW TO EXIST RIDN S'°CND.FROST WALL,4'0°BELOW GRADE, GUT ACCESSON S'DPn16'WD CONT.CONC.FTG. C36"MIN I' I a C. �r,�^y fE (___.—I'+COJC.SONO-TUBE, Z I T 4'0•BELOW GRADE L '2 Q II:1 GRA L$PAGE, l� Z z uII a•GONC.6LA6 ON �I n - Q 0 >I POLY VAPOR BARRIER (—},f ._\ 2 I: ON 6'CO'IP.GRAVEL ' A Q 0 Q 4 • � t,hi0 WJ id O _Ilia' r d K m p - o IL,Z 6 n I4'-6. , ��_Tii I 2 m 0 FOUNDATION PLAN r J • • • gM x Drat • • T 3r8 LEDGER BOLTED i2i1/34's • O (32 P.T.3n10's,TRIMMED 0 Z o. = FRAMING NOTES E U 4 All framing Is shown schematically. verify all framing 0 I _ prior to ordering and framing. 0 O y Q 3.Double all Joists parallel to wall above. Q Z Ic •� _ 3.All mood beams to be 510 at ed W solid wood poet.. Q J 4.All headers to be f3)3abl at all walls unless noted. If 0 W J W header sl[e Is q at a noble,verily with archue Fla. W W=m 3.Provide flashing at all roof wall Intersections.Flash tf3 ZZ min B'In both directions. IL Q r b.Provide'Ice and water shield'at al hips,valleys,Mela L 0 6) three feet of eeve,and on all pitches of less than 4;13. 0 W Z = 1.All trim to be primed on all aides and edges prior to E [� m e Installation IL L FIRST FLOOR FRAMING PLAN e. n(or slmllarl to be Installed par manufacturer's . specifications. • I I • • F iaa a a . • • 4 s01 01 e. Q a s ,r I % M ISTG FRAIIING S R u. r. EXISTING FRMMG 4\ �. � �E%IST FRAt1MG R a 4x4 POST` a 4x4 POST • CUT E%iSTING RAFTER TF'CS W'xll�°LVL`p$� •'� 'F4115F1 FRAME:•wI MI n _ o a el 22 K — FRAMING NOISE - IL I. All framing Is Mown schematically.verify all framing 0 prior to ordering and framing. R. 6 d - 2. all Jolste parallel to wan above. Q All woo S.All wood beams to be supported by solid wood post 0 of 4.All headers to be(2)2x10 at all walls unless noted. If 0 Q header size Is questionable,verify with tlontects. Q Q ZZ J E B.Provide flashing at all roof wall Intersections.Flash min.vi In both direct... 0 w J 1t1 (2)2xB'e S.Provide Ice and water shield°at al hips,van firer. al W=m Urea feet of save,and on all pitches of less than o v Z a T.All trim to be primed on all sides and edges pier to Q Inabliation. w p tn._ ROOF FRAMING PLAN B.TJI for shiner,to be installed per manufacturer's Q m-z ILL' specifications. 1K w a$m'o • ! p4 r till yp,JJ - BERGL R30•FILD.JOIS S OR RAPERS _ (SEE BUILDING SECTION 44 h PROVIDE AIR BAFFLE AS REDD. • '4 FA DORIC COL O 4 DECKING a14 E e 4. N e .T.2XB'6•o IS"OL. SHINGLES/ROOFING 95 FELT ON i� •" 4"POURED REINF. CONCRETE SLAB .]03g" g %FASCIA 5/95 FELT ON �� _ I POLY VAPOR q 9 0 ,y 5/B°PLYWOOD B fCLpS /PT2R's • BARRIER p 4.Y.l'COD/AI.LADS GlITTFR � �$ o ' q EA 511JE ABASE d COLUMN ON I%PADS•I6°OL STAPLE 1 �•8n Y TA¢ a �P�$ IX FASCIA TRIM VI IBERGLASS SCREEN "�' :VT. g• Ix SOFFIT TRP1 II _OVER RAFTER ENDS '�/ • d -�\`, a,-y/ 6"GRAVCOMEL ACTED f�V GRAVEL 10'0 CONG.FILLED ECHO TUBE SAS"x I-3/4"BED MLDUL a :". 4,0"BELOW GRADE(MIN, � BOTTOM WINDOW • IX FRIEZE BD. HD` (WINDOW HEAD CASING, ON IX BLK'G. O DECK DETAIL LE.I"•I o" AIL O EAVE DETAIL 0SLAB DETscALE:I^•r-o• SCALE:1""I'-0" -P J � 1 1 lilt x4 POST till V' '(L� TRIM MATCH EXISTING CLAPBOARDS 1{$, x STPROOF SCREW LEAD : i S LEAD FLAIR CAULK \ STUD WALL, EXTERIOR OF EAST SEE BUILDING SECTION CHANGE DOOR RIPPED IX CAP-1 41 �'110 �• Jilt 5 "0"DOOR STOP IIIII CLADDING SEE ELEVATION ,IIIII BLKG.• FOR TYPE iz ROOF SHINGLESIEL OL. ON 5/0PLYWOOD IX TRIM - DETAIL S POST SLOPE FIN.GRADE AWAY , " O , IIIII f'—FROM STRUCTURE / 9/Ib"x-I/1"BED HLD'G -I I i-I 1 I—I I'-I I i-I lI I S�REBAR�o TOP 4 BOTTOM WINDOW HEAD CAS TAL II�II MOISTUREAU ATERPROOFINC -I I —I A,`•�'� I POURED CONC.FROST WALL, III SEE FOUNDATION PLAN AND/OR BUILDNG SECTI FOR WALL DIMENS``IO'JS.�� O RETURN DETAIL IL Z N T BACKRILL LC 6 III SCALE:b°•1'-0° 0 Q GRAVEL BACKFILL \ -• + 1"EXPANSION JOINT Q FOR DRAINAGE SLAB/FOUNDATION WALL POURED CONC.FTC. 2"REINF GONG.SLAB Q Q W/(2/HORIZONTAL 5 REBAR 5 SEE FOUNDATION PLAN AND/OR TEEL 4X4 MESH ES/ CFIN Q i Q 64INGL � BUILDING SECTION FOR FTC.DIMENSIONS �-B E BUILDING / y 95 FELT W/ W 0 W ICE 4 WATER 814E1 Ej J S J 4°o PERFORATED EDGES W) W Z(a DRAIN PIPE, ;0 5/6"PL Q .Q Q SET IN GRAVEL /' MIL.P'OLYVAPOR BARRIER Q N_ Mb°x5-1/4"C 0 WZ i n 4"-6"COMPACTED GRAVEL X BLK'G. UNDISTURBED SOIL > IX Tw d d�4(,Qm 0 TX RAFTERS 5/I6,"x I-3/4"BED MLD0 IR"PLYWOOD IXb TW SHEATH ® FROST WALL SCALE: "•I'-0" ® RAKE DETAIL SCALE:I"•I'-0° • W W L hnl �u® a 9 3 • ..` c.L. c�. cL . J u 3e ' /' %/, \\ norY21 9 Mril@DOI"I 4 i Z I vl / /i j N,\ / �% j N.,,, I _._ J l _ i G�EXISTING 0 0.1 . New CpNglfdlGTlg1 .Q Q ._. coDEMO1 E W �_ O W&•� • SEGOND FLO/iR PL4N l 44 r nr � .-!T r ye y�,rTyut2 lSJJys_F.�.S,� txfF'p{'t y • � 1« ,:1-1� '•- ' P��- I� t 4 5 ;s, _iM�r Y Y € yx N •` `�7c>i ' ( y --..;,::;'hilt' � 11 y `�� � �//-- ��a; '� � tJ . I F • SW fS 4 3 4 r � a r .F: 1 us ' .-. • :.- ..•.,, . ;, - • . , . - :.,..:,..z-f,,,, ,, .:::,.,. :.:,,:t.,......,-,:,.•.:<:-z-g.',.-4.:,,-,:;,.--.., .,:::.--,•',7 i:,...., ,_ ..-„,.. -7 . ® F - j Wit} - �-v�—7• , y'`a. is j.A r Y- r "r' r ,-,.... ' I\ _, 'Fz, %�+ } >�r*J 4 A } t}Ik 4!'�,3^f' �" i to t'— .' !.� '�"_' • { V��rY tY n' i ' •�N ,Qp,T1 ,t�`Q 1� , .. N S \ \\\, - . tt �,�� ( �;,-- ''. :',-.; ' •• - • (---,....,-.< ..,-..-,-,,:.. <,.:-.;.,.:-., ...,..---, -.- --'---,..'. ., - A '''---- i '. i r��Z a } :,. _. •� ` , \' • 9 /� i ., `-_..... .. ___ r.1• 5 L�-� 5 `t om` ,, t.t \,i„.i \/.. 4,,i -,Ir. h��';I. ` I} t t\ 1 III f7 ;` . .• ; _, /.. , , i 1.1-4- I\ 1:-/_? - 1 .. 0, , ' + ;. t ' tsT1z/ s . cry. I 1 f ,.: n� ,` , Flo. �1 f T� tor, , _ ,''' / " ' ::.,'-',„-- ...?..; :,-'':---.Dq_. .---....,,..---,:,/,...,.,,,t>,- J.,-. .:-,,,,,g,,:,,,.-,,, •.,•-.--...,,,;-..., --- — \E., _...-- _ ,...„----- i >{ r r r 3 . „ •k "4.5 '� I�' 1w. m, "!3k�ti�,, } . , �. j / �..IJ 1' ';:f-,; tom d� z n"'r a r s � "� a t a rC 5,1{ 1 1 � �j'�s ak i l! '- '/ r , .. :.,.. WORK ORDER k Home 14 • r ' of Cape Coe 25 lyanough Road. * Rte. 28 • Hyannis, Mass. 026.01 •v 775-2815 M ADDRESS ,. •- D I •R E 'C T. 10 N S M/M Malcolm Groves #2-2889 Rte 6A into Cummaquid, Indian / 80 Indian Hill Road Hill Road , oh left going towards Cummaquid 02637 Yarmouthport . • 362-4772 ` N/A SALESPERSON : Allan Bedroom, full bath addition 18 ' x 26.' . . All materials are first quality kiln dried lumbers, and sub layer plywood used are %" CDX mill- certified. Roofing to be used asphault composition matching existing roof. Framing specifications are 16" on centers. HIS to meet or exceed all state building codes. Includes the following: All plans ; blueprints and permits required by law. Excavation , concrete- poured footings ' 8" concrete walls , two venting basement sashes reversed for easy operation . Poured concrete rodent coat on floor. area 2 ' +'-. ' .> Three concrete pier pads. . Three 1011y columns concrete filled with steel plates. Foundation tarred at grade. line for d'amp ._pro'ofer, backfill foundation. Remaining fill to be hauled away or .left for .:owner. Framing girt stick 3/2x8 floor joist 2x10 with solid bridging, %" CDX sub lfoor, 9" insulation in floor'. 1 Wall framing: 2x6 with %" CDX, T'yvek wrap, clapboard front white cedar 1 shingles extra clear grade; 6" insulation in walls, 2 x 6 ceiling joists , with 9" insulation , 2 x :8 rafters:, %" CDX plywood , heavy, dusty roofing, spot tabs .(Hurricane nailed)., all' exterior trim to match existing. HIS to prime trim, owner- to paint,. full ventilation at soffits and gable louver access for attic thru upstairs .with porcelain fixture on pull chain . Interior finish to include: Electric heat in bath and bedroom. Plumbing to include: one piece fiberglass tub/shower unit , Moen mixing valve Gerber waste and overflow,. one sliding glass shower door ( safety glass) , with cleantrack , towel bars and one panel obscure glass , second panel full mirror. Kohler toilet with insulated' tank ( standard colors) , 48" vanity wood to be picked by .owner (HIS showroom) two doors and drawers on both sides , . j Marblecraft vanity top. with intregral backsplash and two sides splashes. Chrome Delta faucet with pop=up; 48" X 36" one piece .shower with Moen valve-shower door to be swing type withmagnetic . catches and towel bar, obscure glass . Ceiling fan/light supplied and installed (vented outside) , glass plate mirror over vanity. Bath-electric switches GFI outlet, install owners light fixtures , etc. 5/8" CDX US (underlayment plywood water proof glue). Lino" allowance. Either vinyl sanitary base or wood base, Imperial blueboard plaster system to walls and ceiling. ,. 1 1 Bedroom: electrical as needed (does not include service change if existing ' i . isn ' t adequate) , three lights supplied on switches. Laundry a d two closets, ; p.oue de+:sector, telephone, tv, phone jack s, - - three way switches , etc. All doors quoted 6-panel solid pine with colonial casing , bifolds panel type, Underlayment ready for. carpet. Baseboard ,. windows . trimed Andersen Hi-pro glass ; with Tycote grills. one 3446 white (bedroom) . One 3042 white.. One Andersen hay 30C15-20. One 2846 white (bath) . • Doesn ' t include: painting, staining, . lights . NOTE : Copper sheathing against existing slab on back porch. . White aluminum gutters and downspouts front 'and .back . Dental moulding to matching front and rear. deposit , foundation , frame, rough plumbing. & elec, and completion. . • • • • • • • • • • • • • 1