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HomeMy WebLinkAboutBuilding Permit # 5/12/2015 r5eN Aack rrlr,P-d R Z 10 O v / 00 00 l-e8 Elevaflon 1 ronf flevafion N07777?e:3e planes are lnlended for{he u-»:of a llrrrt^ d rot6arinr./I l a the re9ponsibillly of The conlracfor fo verify coMpllarce wilh all local buildlnl codec,llor�coww/conlracfor/o verlfy d/r'en�lun�,proposed layou)and bulldlrq rralerial�,to be uaed prlorlo p(oceedlnl wilh co/*lruu-lion. 1111,. l0(7 0", VX)/;M/,� PW TgldLMn7A--°Iq.11,� (Jrmvn y; n . �"" New Go%n!al5fyle Ylorie r_%l�<ed 4y Vm/ref, 0C9orJord`?/reel - Nafhhndover,MAOlBq"� 978-fi7�-2�J(7,WWWJ:13K9�5I�nN1vLZ AP�.�IGN,wll'I'v/.411A �N I2 ago Hui ®®®® ❑®®® ®®❑® ❑®®® ff ®® j1I�J 52' �. f ighf�levaflon Pcor f(evafion SGALp: sl' SGALL:I/8"�l' GENERAL NOTES: 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED 4. ALL STRUCTURAL MATERIALS SHALL BE VOID OF ANY DEFECTS THAT BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. DIMINISH THEIR CAPACITY TO FUNCTION IN AN ADEQUATE MANNER. STRUCTURAL ENGINEERING OR ANY OTHER PROFESSIONAL SERVICES 2. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH ALL THAT MAY BE REQUIRED SHALL BE PROVIDED BY OTHERS UNDER APPLICABLE BUILDING, PLUMBLING & ELECTRICAL CODES. ANY SEPERATE CONTRACT AND TERMS. OTHER LOCAL, STATE AND / OR FEDERAL CODES THAT MAY APPLY TO THIS PROJECT SHALL BE CONSIDERED AS PART OF THE 5. FRAMING LUMBER SHALL BE NO. 2 GRADE SPRUCE—PINE—FIR OR BETTER. CONSTRUCTION DOCUMENTS. 6. ALL PENETRATIONS (PLUMBING, ELECTRICAL, HEATING, ETC.) THRU O 3. ALL WASTE MATERIALS AND DEBRIS SHALL BE REMOVED AND FLOORS SHALL BE COMPLETELY FIRE CAULKED. DISPOSED OF PROPERLY. VW W. �nk1� I . .. 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FOR ADDITIONAL FOUNDATION INFORMATION SEE FOUNDATION PLAN. 1 /0 26 cellar r/c�. 112"cDX rlyoud reli A-oflq Pam, A'Pholl 5hlrqlea A-ldqe Ven{ 2-/2 P'dq,0"'d OAF.D GDX P/y' oabl' w/p"'Pe,VII/ N,,Id ff Glued rd,i on 7-le,�lo l", Poof KOflcf 12 POOF Golv-'�TrUGT-10N' Venled 5offll Olga $14101D P6, ;2-x10 216 Cellar rie, ?a m,P" 112"Cox Pl�'—d WAU-GONf�rk'UC7-10M Fell P—f"'j P'pe' 24 5lud,./6"0" A'Phdl 5h1fq1" /F" P-21 ln�lollcn 646A alworm, NalledffGlued JLi"Z/0 6"O�' 112"(�ox F/ywe� Pulldinq Paper Z 15irlps-7 iesFlo G"/,fkl J./,/ tach P—f 911fle, 5/d/ml,77,047, FI-111 P- va'jc"11'q1 r 7-G Plywood -V4"T.6 Plywood Nailed 8 61ud Nalled ff Glued 2X/0./6".0 Triple 5111 2A 2X/0 /6"Qc' X6 P Fl=joh�/ L 2 Z6 kd, -------ii ---- 112"o�d.A-bof Poll, --------------- X6,/6"oz .6,0"o" Irralalbn Kre,Wo// l2 P7oM Gorr!, 01seticnl Slab Garage 5/'h L____., p'M Dump prou'liv ock'Grade Well C ompa-/Grovel 'a 1 dY D Y.-D flkV2 V'CN)h' C QrQ', PC?Cl2'1 U 6w' CS 4lilUM\ _ ,�. �.n M u au raG tl'n✓^>6 tEA/ T p C XT Efavr;Frn."re;.b�,n,G' rhlro a4°�oaD••"" - {$esmW 1'? 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F"a A Pr t H cdklcy r l rnaa^�„A ......c.vauM f?rs'r�%r^rnd/pular f:xv.rcv6enr�, nTnr r -^`, onaP.0 Eo Fle✓or Frr�inlnr, tri Pio FrelmiL& rn r mwq«,S9"rNa PX mm.mv W 16 o r, w 16A c I'L 6METHOD GO-GYPSUM WAIL PANELS CONSTRUCTION ar orad rn,m ln¢r✓msf CGORDI reAV'E r 631x,", Y 14a Pr 6 Po0.r bu.41, FI¢ C..; 'W fBra 1-No/0 11"o c. � W htr C'6wN , G F...f C b 4A 04AbL,G... P „,r .' fi'/m deist fa Plola .� ))QQ(��(()������((��7—� ' �rl�e-n — Nd T rrnli VOW PFAOIIN6 Z DLOLK IE> 5 ii Cavm..10 F­­" rv^ " (rm.) -�... VVC1U�'VVVV eaf OJ'IJJj)l aae r,r AFSrArs.S ,;r 7 �4lYI .•`•r r/e r.nsnr nnrmar no/r./m •.._._.,,w ._.. � ... Bule e r a' lk ,h'i n vFrra'r P rrc" • +uf d h 3 1/2'ndn 11 n � /o end and mnx 6'e"o c ouch iota � W 1 on.f f•. f"r-r r,.n+ P JA YTd't6 ¢'v °. "�• ar os sho wr on eha Nro v)rrgs T„.. Vrem rlr +••°: +imvrn X Holts Par W.Plots. n "_' GARAGE l92nAEG LsGTA(„ P t V d.P,. f Y 46."IS l' cndicu/ar ad nnn,. a r/i mnnmwr"^E T t t al a/lel 9tP rto Fooe/ oes" I Q. F/par framing NOT'6;: HIS DRAWING INC 15 SCHEMATIC FOR THF. WALL RRACTNG FORTHIS PR(DdEC°I'1S DASW;IION SF.C"I"ION FD7°.IDOF THE S6;DC'IION ✓ Bl'nced Wall Ranel Additional Canrracbons PURPO EI>F SHOW WC REQUIRED CONNECTIONS - for all exterior walls 60.?,10 SEE PLANS FOR LAYOUT DE'T'AILS,FRAMING OF THE MASSACHII3ETTS S'TAIEDUILDING CODE FOR 1HIC A2 F'AMIhY DWCLLNNGS, '�� OTHER WALL BRACING DETAILS AND ALL OTHER MODjD+1 AND ALTERNAT LVE DESIGNS AS INDICATED ON Tilt',DRAWINGS.11O NOT IISTRUCTU AL PAN" MODIFY DOOR OR WINDOW OPENING SIZES AND I OCATIONS OR HEIGH'1'9 ANU CONTINUOUSSTRUCTURAL PANEL SHEATHING STBIJCTURAI.REQUIREMENTS LENGTHS OF WALLS.AS INDICATED ON TILE ARCIH'PIICPURAL DRAWINGS WITH OUT t STN�q APPROVAL.OF THE ENGINEER AS THIS MAY RESULT'IN NONCONFORMANCE WITHO THE _ •A ..��QQ WALL BRACING EtFOUIREMEN SOFTHECODE. "All form ncUlin naP shown Pa be "'Ay 9 "__,_____... 3 X X In canfarrnanae with table 86021(1) GKmo�tn ' ......... ,......... ..,_,.,.. o the Mass. Code 8th £ditlan `��';„"�v° PRO3F C;7 ... ._".'.." —._. 4+•oVF Cit)t p U _ �d � 978-352-8CE 318,cell MAL 01"3 �[�1��'fl[���YI�Cn Eranrh+.�.n�aFmr..�� ",a' 4 ._.___. f c G"B a'^' o Fc w``v'9" 19$EAST MAIN STREET' a@'2.6a@. Wr::'tl'1FsC. elon�� GEIIR(4ET'O'WN,MA.OIR33 Pan.grybTE a n+ crda/ /' __.._ Ex1EIYIORDNtlCKH fi 1patCIIER SrAtRS i.40.43 _. DELLS,P(rRCTII S AND E XIEIHOR S'TAIRN T O BF,DESIGNED FOR TIT, I)rl _. ._._. _---..-, __ P(Dl LOWING LOADS ,y. _ m LIVE LOAD 40PSP SNOW DRIFT 1I''APPLICABLE,AND WIND LATERAL AND / UI I IPP FORCES, S,MV50N1� ;.- .. .. . GUARD AND HANDRAILS:200 LDS.IN ANY DIRECTION AT ANY POINT. -^Id,OC TlIW%DZD l2PU ""' INRILLCOMPONENTS:.RO Lbs.8{OltlI,ON'I'AL Tal NW"Y Ea ON AN AREA EQUAL TO 19Q.E'I. 'Iii e 6"""a;Ma '^d"_ `I4!MJNP.K END csp(13CV.E:It STAIR READS.PRN.GREATER OF40PHE.Oft 300 LRH.CONCEN'I"RA q¢e .I tsn/pV. ✓m� „'K.1/>,vr' TEI)LOAD. Y Ep6q Ja+Sr I DECK CONSTRUCTION L5 COVERED IN SECTION 8902.2,2 OE TRE S°i EDITION e'rDh/I fDr.. °�I4 t-ag'e til p.,sy S't t:I, OF THE MASS.SPATE NCRC E'OR I t Ot F R t .oe RE511)N T.CONST'RUCTTON. NOT"ENI{W HLCTT(DN R502223RCQUIRESA pL CK LA'T'ERAL LOAD CoNNNCN'R)N SEP.ALSO MASS AMEDMENTTO SECTIONR602.10 FOI( vrr? Nc» 'I�'hl GP.ldTER SVAGI NC.. ti>f.>{>5g bNc UNC()NIDIT IOP(Ep PORG RNS K I.rAP , v0',TEA OAMMIRICANP(RdN!;H7&PAPER ASSOCIATION(AP&PA)_ww. N a AS REVISED MAY 2011 MASS AMI:NDMEN'P Id.1 w,, GA 19 .�tL7 u;i / ly �,., .. FGK 6IDM. P3 vI'I'ro 1(j WIDE 3`te AII2I PRESCRIPTIVE,C(I SNp AY IAL WOOD DECK C'ONSTRUCT'ION Oa L (DCt' OI1:1. ,DIA q- n c„ CONSULT A REGIS 1EItEp DESMON PROEESHIONA4 FOR ITEMS THAT ARE NOT nNl tl:. I+ca 6T"'.G@NNN..C,TcafaT,. IN COMPLIANCE WITH THIS GUIDE. 17'-I Y 14' wiDO„ 4°�G r ' R.II r'C2 1L) FASTent MAS'TtP, -T'ECFfIU IUFl 1. BNk,l.,erl/'1 SIMPSONSTRONG-T �rrrr I 1 IlE ALSO PUBLISHESHELPED], DECK �3. -. 1 G•9 IR(. _©L35 U(C.Y. {,t'.Ut;.F R. O I,kIM ,f PI ST' POR CONS'1'RIIC7ION. WW I 29 4 Y,✓ rry,�.., -�'ti? U',0. COIk20,91Pn( ('Rr7T GTI&O PER, IN}A,...I A�t'IOM m'Z QGCp UR f_5 rQNP f.J'f tc1.,+ y MPs�N Aa PrRR&NRS TG CY4'CQ I)a O R 11.111(z.[Me.'rs ALL WOOD PRANCING MATERIALS TO BE PRESSURETREATBD. ALL LXPE;RIOR CONNECTIONS TO RE CORDO,91ON PRO'PCCTTD. IEa�2.F�.C•Ij1M�Y±N�U(1'"1"IQNO '. `^ l C9NN X`V41 IL OC'�• LE VCx 6`-[~ GUUULC'77(7ri CONTRACN'OR TO CO(R2DNNATE'fYPE OP C4)R8O,5ION PROTECTION @9 04P.L PPo')'16„ 1>IR,•y ILII g40E, :�., BFQUIRE;D WT'PR TTI,TYPE OE I'RBHSIR2E TREA'1Tp LUMBER SUPPLIED FO Id NIII (rr '',NO WA'I„CC1'PR00(°IIS(,Y 11Y lvlrm Pm$ EXTERIOR ERAMINO ANDAHF CONNECTION MANUPACIVERS 0. 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