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EXTERIOR DECKS,PORCHES&STAIRS 7-29-11
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DECKS,PORCIZCS:LYD EXTERIOR STAIRS TO IIE DESIGNED FOR TIIE .. 1 Gt7. B c ROD 4�: P c�uc�sQr uc
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FOLLOIVUVG LOADS. - r vrq NOT L tit r�SilE.R
LIVE LOAD 40PSF.,SNOW DRIFT IF APPLICABLE AND MND LATERA-f AND
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GUARD AND IIAIVDRA>LS:2M LBS.IN ANY DIRECTION AT ANY INDENT. —r--'
INFILL COMPONENTS.SO LBS.HORIZONTAL ON AN AREA EQUAL TO L SQ.FI" F
SIAM TREADS TILE GREATEST OF 40 PSF.OR 300 LBS.CONCENTRATED LOAD i END of LEV- e
6
- DECK CONSTRUCTION IS COYER%_^• v'SECTS- v IZ.rO a.2 JF TIIE 8'�EDTTIO;' ( -�
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OF THE NL+SS.STATE BLTLDING CODE FOR REMENTL-kL CONSTRUCTION.
NOTE:h'E61 SECTION R50 3*L..Q111RES A DEC{LATTI2AI.LOAT3 - ..1-4
qtrPE CK- i-C`- 1=r^F� �P,Sl I:N P"A SY E f=
CO NNECITOi 7.SLE ALSO NEIL S.AM S,D-NWNT TO SECTION F602.10 FOR -' Co�h:t ci Oi` 7 - .
UNCONDITIONED PORC.0 S.
REFER TO,,NO—MRICAN FOREST 4,PAPER ASSOCIATMN(AY&PA)www.swc.o a - ec, .Ca'W-GEhTE�f� SF^:�-�rJG- 60 P V G�Lp�'
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A pRESCRTT`ITVE RESIDENTLI IL ROOD DECK CONSTRUCTION GIIDE(DCA6-09) �
BLA.SS AE'IENDitIENTR301.i.X.CONSULTARECISTEREDDESIGN - �.
tJ'T S{ t {bIlFz R5c2.7 Z3 )RC ZGG%9 u
PROFESSIONAL FOR t'i'F.4IS TIiST:S:tE NDT INCOh2:'LLSNCE PrTTF TIu.S !
GUIDE. I ._. 2 �T'.2. '�o,_¢fi Go>aRo5tG t UR-oTEc-_G? Fsg. .
�IMP5om A' D Pt'GSSURa `Y UA! 0 t_'F/`5 2.G t0't .G iZ waOE
SL'rIPSON STRONG-TIB ALSO PDBLI.�ctrS LTELPFITM,GMES TO DEC:[ Gt�Or{l I DuS_,CONSTRUCTION. I i
<_G I]. SC. IZ, -To FA S;cri T,F;-sTER TECNN�rA I. SOt-LeTrt,
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A_LL LYOOD M I NII24G MATERTALS TO BE PPESSL`R--TREATED- ' , .... _ E ti'- L EDG.E c". TO R"f'A 3 ok sT F-c2 _
asNa o,u4 k'nrL°KPRcDOrNC a( «rzehs
ALT..TYYTEP�IOR CO\:VE.".I c0 ti5"1'O BE COZiROSZON PROTL•CTED. � � -, - I _ i NSTtj t-t-ATI G^t P`��-�L'�-ES r"-J�D o1'rl E R
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S.-MIN rc1 Um ,��, Cb7ti,v fiG"lq�;�
- CONTRACTOR TO COORD\As'E TATE OF COR,
REQUIRED
-- -Nr r)E -L- GK Vf»`s+. S�-�rYF+ERI4tjI<p' Nc^ED. 1
REQUIRED 4YITIJ.THETYPEOFP---,ESSLFfL.TREATED LtTMERSUPPIJEZ3 F0'2 _��.C6�U`i«r-<
EXTERIOR FRAIMNG AN TMEM. CTION l�i:iNUF-�,CTUERS - .G`T .Q�GF' O SIG' {' - i 1?EG { LECG F_P GCUtia C.Tt ON
IZECotiI CE,rDATro s. L_cav Go, ,{EC'TION
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STRUCTURAL GENERAL NOTES: 19. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE 8"H EDITION OF
',r(^•� - I I t TTI URLOIV STREET GEORGETOWN,BORNE CONSTRUCTION 1-23-12 THE MASSACHUSETTS STATE BUILDING CODE.FOR 1&.2 FAMILY DWELLINGS,IRC2009 AND
ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR
I. ALL LVL BEAMS STALL BE BOISE CASCADE VERSA-LAM,OR APPROVED EQUAL I WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND LENGTHS OFWALLS AS
M
4- ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OFTHE
RECOMMENDATIONS AND SPECIFICATIONS.E=2,000,000 PSI,F6=3100 PSI. ! ENGINEER AS T'!aS MAY RESULT IN NON-CONFORNIANCE WITH THE WALL BRACING ,
ALL COLUNINIS DESIGNATED ON DRAWINGS AS VERSA=LAM TO BE BOISE 20 REQUIREMENTS OF THE CODE.
THESE GENERAL NOTES AND ALL THE PROTECT DRAWINGS TO WHICH THEY ARE A PART OF �
CASCADE I.7E 2650 Fc,DO NOT KNOTCH OR CUT LVL BEAMS OR PENETs=TF ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDUCTED.
WPTH ANY HOLE-EXCEPT AS ALLOWED BY MANUF'A BTUIZEIL DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED WITHOUT
I LEVEL TRliS JOIST LVL,Fb=2600,E=1,900.000 PSI ARE AN ACCEPTABLE ALTERNATE. APPROVAL OF THE ENGINEER
2. ALL LVL INDIVIDUAL MEMBERS Ell BUILT UTP BEANIE OF THREE F.EV—PERS OR 21. AT THC COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR IS
LESS TO BE CONNECTED•FOGEY'SER AS S's_IO'SgIN ON DRAtdI;dGS. TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS PERFORMED
• _ 3. ALL LVL NDNIIDUAL MEMBERS IN BUILT UP BL 3hIS OF MORE T11k N'THREE ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANUFACTURES ACTURES INSTALLATION
MEMBERS TO BE BOLTED TOGET-ITER WITH 3 ROWS 017'A" dia.BOLTS, RL-QU%RE MENTS.AND THE 8'"EDITION OF TLIE LvIASSACFNSETTS BUILDING CODE j
ANSLIASME STANDARD B18.21-1981 @ 12"o.STAGGER OR OFF SET EACH ROWFOR 1&2 FAhIILY RESIDENCES. j
BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MTNINIU 4 EDGE DISTA1NCE OF
2" AND IATTH STANDARD WASHERS AT BOLT IIEAD AND NUI",ORAS SHOWN ON <tiGli'VEER•T,�-,WREivCI:E.OLDEN P.E.
DRAWING. - '
igil,F-AST`MAIN STREET
4, AL1.LVL BE LMS 1.0 BEAR ON BUILT UP POST OF A itiPiNil FFE'J AS LISTED BELOW 2 GEORGETOWN,?SLA.01833
TO 3 LVLS USE 3"X 3,5 4 LVLS USE 4.5"X 3.5",5 LVLS USE 6"X 3.5"OR Ciie 9`;a 3r2-831&, cell 475-502-5421
POST AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. � _ � I
{. BEAR24G ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE
6. ROOF Slut TH'NG TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.@ '.
PANEL EDGES AND 12"OC,FOR ALL FRA,NfNG iYL'At,P,ERS NOT AT PANEL EDGES.
7. -W.gLL Si T-ATELLiG TO BE ifTAC,=TO I;CANu-.iGWITH Sa NAALS @ 6"OC.@ i fiN�
PANEL EDGES AND 12"OC.FOR ALL FRAMING MENIBERS NOT,&T PA,\'EL EDGES.
CORNER SPUDS TO BE A'TTACHD TOGETHER WITH A613 NAR.S @ 24"OC.ORAS I it
SHOWN ON DRAWINGS Ro.rs
8. GYPSUM B£JARfLO BE ATTACHED TO FTLAMI,'IG WITH TYPE W OR T'Y'PES
SCREWS N ACCORDANCE WITH AS"I:N#C1002 @ 12"OC,AAy SHALL PENET`.-LATE
FRA.MHNG A MIN.OF 518"
9. .I q L OTTIE,R FIRANIT N'G TO BE PER THE 8" OD-17101 OF MASSACHI;SE-TTS 5T?.TE F�cM91
cyKpa u.v4 SP.iLu,
BUILDING CODE,IRC2009.FRA,NHNG LUMBERt'b=875 psi, E=1,300.000 psi j -
• 10. ALL JOIST AND BEANI HANGERS TO BE BY SD fPSON STROi iG TTE, -
INSTALLNFION AND HALING TO BE PER MANUF,aCTLIRERS RECObfA 'P TIONS i
c Cs 5
SPECTI'ED DULRDWARE MAY REQUIRE SPECLAL ORDER ALLOW SUF'FICmNT � o
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LEgDTi4f'F<<OPDEZuVERT . USESL� SON HURIUCANT:`EAT7TLEE AVEEND
OP EACH ROOF RAI PER OR TRUSS ALL EXTE9.I011 RANGE IRS AND HARDWARE q.�
TO BE CORROSION PROTECTED PER.PRESSUrRE TREATED LUNIBER j
NIANUFA.CTURF_S RECONIMENDATIONSAND SLNfPSON STRONG TIE
RECONI IE-NDATIONS,OR STAINLESS STEEL.
11. T J]CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW TRE
MANUFACTURES LATEST INSTALLATION RECONIME'NDATIONS AND NOTBB:
SPECIFICATIONS FOR LVL BEAF.IS H} scuEAVS FO tip,FASILN NIASTER T RUsz;Loh
l?. ALL SUPPORTS UNDER BEAMS TO RAVE SUFFICIENT UNNTERUPTED SUPPORT ORSIMrSOh sDw scRElts
ALL THIS WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. sea DRA WINCS FOR LENGTH OF SCREw A:ND i
13. WRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD CN I=-NTFit sP,NcIrvG.
2) .:t,L2A!E;tR7:R 2.YL 3EA�t5 TE IIAF'h-S�tZ,::`:
CONDITIONS THAT ARE DLFFERE-NT'FH_AjN DEPICTED TO THE ATTENTION OP TILE FH'0 ONs,Iue.
ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 31 ALL3 OR a sn<MBFs,LNL BEaarS TO HAv E '.
H. COORDINATE ALL WORK WITH THIS DRAWING ANT)ALL OTHER PROJECT i SCUENVS"ICOM O:,r S DE UNLIESS
DRAWINGS INCLUDING SHOP DRAWINGS. - c�3"'ewtSr noT.0 oN rmmuNCs.
i. EIY C UL SCHEN4 S1`FC1Fl1,,DDON•OT -
15. ALL SFEEL COLUMNS,BEAMS AND PLATES TOBFA56SFEEL LUBsHIII11, QvVAC(ll'M'k%N1)1BE
M. ALL B1GFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT .A1) Q L`.%IF.
iNSTAL ATION MANUAL .> ?
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17. LOADS FIRS F FLOOR LL 40 PSF,SECOND FLOO PSI`,DL 15 PSF,ROOF Gl2()CND -
SNOiY LOAD 50 PSP,DECK LL 40 PSF WIND LJ.II. IvJ I4f!'[3 EXPOSURE 13.
DU JI 1tMV 70 BE CARRIED DO N tOU FIS 1!RTF.D SOIL HAVING -
- - MII IMUM BEARING CAPACITY OF 2 FONSt SQ I'i- (-8bvi:'-SlCB f I,Ogden P.E.
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