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HomeMy WebLinkAbout0230 OCEAN STREET - 326-69 ...._..._.,.._..-,.,.�.-..,.......�w._..-_.,�..«,...,,:,__.r..,_-,...•.�...,...,.w,......._,.�w..,,.•-,._...,.,.__....,._..._......_.........,,,+.............«......,�«.-m,,.,.w...«.»...,......�.w.-,..«�..,.,m....«.-...,......,»•w•-.--.•,-.-..._..:_.`.....w...-.,_,...........,.......-.._._.....�,,......:.�....,_«..,.......-...+».......,..+wwr.+..f»T^�»��...+.wd.w.w»<w..w->xi.,.a,.....s>«w..vwa...«,,..,....w•wAw«,«..«.+n«.,.«.-.,...,w.............,-..�+w+.++*r.w+..:�.�....e..«.........,.«, -«.... ...,»ww..r. ......p.•.y. .w..w-ww.•.+.. .-'�w'«,....,-...n.-....,++..,«-.._--....-:w..w.-r......,a..—.«„v,..•w.r.'----_....w,.v-..w+,+r-....�.r...s.n...wc.,,.m..�.,«,,..««..»..er.*wm.....+.,«e.-.w+.,"..... .......... ..............„. 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THE BUILD`R SFALI AKE : � � ._ �" ANY CF#AN 'I'(:> TIt. �`,.; 3 Yip. -_ ' - "';. ...._, _ �►,,.d....- __"'_._•�. _�. s. . _ ..,.. - - - ..._____-... ..__ ..... .. ... l „ <, A i. ._ ,. . __., - A V _ �l�IAT I�- f 'Mir ��'It ._� � �IcaN u Ivy - .. T� �° � ._ .�.- _ _ ,. ESTHETIC OR ANY T III. DESIGN . �. at « `T'ItE C?R1C ' '::'gI I?'f w.. . D/�y TT _ �5 MF:' ')R`� i'rt K THE Cq ION ! t� C t ,1 ��7 7 i 1...,_« .._ ___` S• .._....._.. �. .�...= ,.,",i7:,_.-_`.-';FTSF^-....yy;;'"`,r F:.{.--- �-•,_C-.:, 1(. N �1.'�,SU N �YA � 1:�.>f�UT HIS t rOPdSEN`I' SHALL HE PORMIDDEN . i ALL PLANS SHALL C,.,N1"f)IZM TO p,. - MASS. STATE BUILDING CODE t REGULATIONS ESPECIALLY IN ' THE AREA OF !,G}2ESa, PIPE SAFETY REQUIREMENTS, ENERGY .'M PROVISIONS , r"t€1iI) THE: i LC)t. AL BUILDING OFFICIALS AL.S € i RECO:KMENDAT IONS . F f 6 . PLANS ARE: NOT TO BE SCAI El) 1 WITHOUT THE CONSENT OF THE i IARCHITECT. ,ARCHITECT. t ,r d ((f i , J dgg f r<r -, R. L. Seaberg Associates. Inc. 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( Li I J#1 7�"�Zo Q —f�? A t-.:✓ •_.. {.6,�ya14,,,.- � l? -i1 �, ' :,�. ,. ,. f C � _ .�.. � t �-:.:�..'^'L';;M __.... ..'_:t:..�_��-.:.,»xii�-.r;�_ { 77'A ZAj d If I + �� ��::?c°i-"(;i. .1 r,l } JI 44 . 1 , 4 s _ Z I fht I „ tt W M - f f i _ i , 1 • r _ r _ E I Y C +1r`]'RKT"ION N�+"�` E qp rOUNDATIN. :O .. SOLLALLTRUCTURAL BE #1 , #2 , ORI NG STANDARD��� f � . ALL FOOTINGS AND FOUNDATION GMt7E LUMBER WITH Es], t i WALLS AkF: TO BE 1?I,ACb.D ON a ,1.aa,000 PST .OLID GROUND. (NO t _..._.„R 0IST014BFi7 sl NOT �'ROZR)3. ) fRA.MING MKi�SER5 SHALL I3C —___. �.. . ._. ..�_. -.. tfBLEA UP AROUND 'ALL OPEN TNGS 2 . !%OURfiD C4NCi2E7'E SiIr1LL BEVZOTICALLY AND M1NMUM OF 2, 500 lb. TEST HORIZONTALLY. _.....y................_.�.... _.w_, STR,I+N-G'I'FI AND SHA,1.rL, BE COATED WITH APPROL�1:'Ih �'OUNOATTON 3. Ai3��I,� L3P ALL FLOOR JOISTS RUNW 9C DII CTLY UNDER AND SEALER . FAR �ALI. L TO NON-BEARING EARYNG h4lo, TH9 ROD ROLES SHALL BE PAiRTTTIC+IN WALLS . _ - P..NXHtD AND roUNDATION WALLS 41-MI; SHALL BE CC►ATEL' 4. ALL FIIWG SHALL BE W:rtA APPOVCD FOUNDATION SEA;,I'R R. COMPLETE ACCORDING TO MASS . CODE RULAT x ON 5 AND IN CO*FQP.RITY WITH LOCAL „ BUILDIMG OFFICIALS RECOMMEND- 1 11►TI QNS. K a. __..._.......far. . .,_ � _._ -.. � � r -�� -_-� �;. �, -�•---- € �C�% �,� �-� _� � ���. "L A0006WW* W_ are► `- �: �.�,..._...�..� �rvl _....�1...rm...,,.....,..,_.......�.......w_ on S#rest rt, IAetl �lwRetts; t WIF _..,.,.... _.._.._....„,._,._....__....,„.�,,..,.,._,a,,..,._. ,.,.>.w.,_..:r..._..,,._........•..,.,,..,.................,_......... ....w.....,_..�_,....,.....,,,._...._...,.>e__....__..•......r......�._a...�......•-..__.....�.....«....-,.....•.�..,-....:.....�:....�..-..e,.-..,.W:....4...r•...,.«�,...r..+,........-•.,.,.««...,.• ,..._..,.....«.,mow.:, .�... n_ .....<. ...�,.:. «..�...„,..-..:._,... ..._..... . .,. ,R r i I i a 2 x �es �1�,� �C�. ..�,� '�,. 12 �Jim G,.�►c }�1,.��.i p F� _.. 13 1 '+•� �` \� I 'II)1)T Try IC)_N5 t;" 12E:NOV I(>N.' III >i t J Gt Tc:7 r46-14_T'l ,(•iV L'r FTN1.I. NOTES: i 1 �. •<' 'T' F 1 car J 'f x �l `1. . �—�!„}I t j� ACTUAL CONDITIONS 1. C)IMf:NSIC}N: AT THE .SITE OF CUWS CF2t:C: PLC)Iv � c 1c i '~—, �c..r SHALL PREVAIL f)VfiR PLAN � g INDICATIONS I C A T I U N S F EXIS TING CONDITIONS . 1NC OF SUCH ' DISCREPANC.IE:S , PRACTICAL FIELD , JUDGEMENTS SHALL BE EXPLOYED BY THE BIB I LDER . �J ANTICIPATED CHANGES IN AItCFFI— TJIA'P, IN THE TECTL7 kAI O DF''TA I I ING RAL 1cy r!;. I �; r_:. JUDGEMENT OF 't'IiL': C1t'J1Ji:R, ALTER' i U Iv 1— ..----- --- --- -- — '„.r.� � :''A-L. t � 'f �+. k �^(c �..� ���' � f'l./, /i`. % F1F"as f ti �..t � THE. OVERAL I, l)f,-.'S 1C:N CONCEPT, G7• a t I�� c: C - '- SHALL BE BROUGI1'T' TO PIIE ATTENTION Of' THE ARCHITECT. r ` AI,L ATE; 1 LS SUCH AS OOF�IN(', r M F2` A Cr - t Z-x—f SIDING , 'PI: [M AND HARDWARE' : I1A:1.I. -' � ._ ,, � 13E MATCHED l TO I'�C I S'I`I'V ' ^1A`['F'Ft IAI r� Y AND C�)NFOIZM IN STY(_.,":, DIMF:N:.a'[(.)N S, `I'k:JC'1'CJF2F; AND DETAIL . (I:XI f;:['`P 1J.S C)'I'1'!I•:IzlwI >E NOTE D ON 'i'fil: ,'IrT,NS Of? E 1rs'`t i r7 v f"G ✓•o•1.i �� -- _�►�._ tf C)`I'Hk;ItWISE F?7RIt'1'E:l) i Y THEu� AS .R .OW N E' ) I . . EXISTING ii121AS '1`IlA"1 ARE 4 t'.� DAMAt II;.) DCJF21Nt, OR I'Y THE -. i -� r . rJ� F -r'"f�#-lc.� ��.f.. t�'�iA,-•!� (?L r'.,I*r- F if i� (<.rt: F�. f�t.�-t J> CONS'IPUC`I'IctN WOPK , SHALL. BE � I REWt)F'.KF:!) Atli) I"'7NISHED BACK TO ORIGINAL CONI)TTI(M . i i 1 •: i Article 21 - !tit?ss. State f3u41 ityq Cfxle. 1) All wig k)ws �Lc) i-javc. ij,,;ujatiray 1) All exterior (k-)ors to, kz_> (interlocking t°� ) rtr to haw? storri cicx)l-. 3) All +axterior sidewal is to �c f.il- re lass bi r.yek insulat.i.c f j (G"/R=30) . 4) All cap areas _o haw, fi.l-t�rca:,c ; .;.nsulatlon (9"/R-30) . f ) A_1.1, f I x)rs bet.vx., ^n c :l.l.r.r fs rrt ":L:oo, tc7 Ilav . s q� fibPr,,lass blanket insulati (G I 6) 1 .1�il)S on c„acge o he-ve rigid AL" i1Ul' '.. '. v'aitici--11 ly fir � • M A I Seaberg Associates Inc. Architects 335 Washington Street Norwell, Massachusetts p N 617 659-7533; .r.�L C;,i T