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HomeMy WebLinkAboutBuilding Permit # 5/12/2015 yzck Ynn l3cad z 0 12 )O 10 Do 00 00 Lefl Clevolion from flevallon �cncr,o�"-r �;ni�e,va°•r N0771 YheX pla,erre!mended fir the ux nl a licerr—d conlr x fnr.Il Ire the raspon-�lblllly of the conlmlor to verify eorrpllai>c wllh alllocal buildinq codcs,Hor owwr/r_onhxfor to verify dlt enolon-s,propo e d loyoul and buildirq rralerials to be used prlor to proceedlrq wllh eow1ruellon, �nnE: !a(7 �i1C1 �/39/ZO('5 Rt_V Yuki 4Mlrgyvco J9.PI: Uiavn by: f.�h' New Golood 51yle!1orx Gl klby � �(3ox/ord�lreel '`r` ql r�dt �z � Nadh Rrdwcr,NA 0/811") 'J98:574-'L8J0,IM�INVXGKL>llSIGN01Z tiL7K L>C:�KN,WAnlrglon,flA � �6N �z ago JFFH SAN, 0000 0000 0000 0000 ❑000 0000 Righl flevallon Pcor flevolion 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. 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TYP 1.• 10 koro I i• -� 3p�71 ?ar. I s�.JI na+i n rYv 'x,>re VnarE-wr`z'L fYf>�>= -NLY 'gtvP �PntN Oi b / "fir D"3kt9 snadf H9p�iA ai"•� '' `r n'i o_2•l0/I t 1 11 ii RA p r, it li 1 14 ys 70N _ t ii ii i i I � I I N I / LA1 lk'�u N 1 NF9eN Vmm�rP.6P23JDF � / - I SSR b'.YA,L- z{ q I 5r>d 9.P5 b-I ro WAql,Ut.Y 4.3CwNoavl9' l 'b 310,P51 11.575 I P001,rf-h i l=!# LUSw ITt1.�- — �. IIt- s S-31K 5tb ect D-3 t------ .'S1M- U Wal 7 1.ool Proal - 2Au ea vu i/�°ual �.u,tri J'olbt SCALE I/e"- tl Kr r. ��•1.7�Y3)S LVA 3 2U++$ @1-Ut'L�M1iC. ,Lrx6 jhPtY tl � zGN RldgeVenl� 2-IZRIdgeC�oard NOTES; 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED 9'00F'CON',17-PUG77I0N; BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. — ------———— 12 Z10Rv//erao/<"oc. 2. FOR ADDITIONAL FOUNDATION INFORMATION SEE FOUNDATION PLAN, I Q/O Zx6 Gollvr Tlca ail"ar,, I _ 1/2"GDX Ply—d Li---_---- l`ell Roding Ra/xr I Aaphvll 5hl e%9 I i posh R-38/"�xloilor, 3/4"GDX Ply,i Gable Rx,Y)x Rldge Venl 2-12 Rldge Doard W/Pro eNcnl I Nal/ed 8 Glued i bda i 5lnpaon-lea to lf-h Rod Rvfler Floor Joia1 Venfed Sof/ll l2 ROOFCONSTRUGTION. Q/O 2x10 Ra/lers a/6"oc, i3x p 2x6 Gdlar Ties e 32"oc. ` ^" «f J WALL GONSTRUGTION. l/Z"GDX Plywood Pell Roo i g Raper C92-�/8"Pt-cd) - - - --- Asphdl 5hlrglea ✓`/4"TaG Rlywo �, 8'-I " Na1/ed 9 Glued P-291 Jn�ilvflon I 2x10 alb"o,c, GDX Plywood ' ZxIO ol6"o.c. 5inpsoo Tles fo Floor Jolsl Oulldlnq Raper Ge!llrg Joisl Dash Roof Rafler ."jldlrg;T.C'J.D. Vmllcd G61m4 TeG Glywood Nviled 8 Glued Nalled 8 Glued Zx/O alb"o.c. Triple Sill ZxIO alb"o,c, Floor Jolsl /-Zx6 p✓. L' 2-2x6 kd, P/ooi Jolal i-------------------I a fr------------------- 1-h r //c 'S i In----- -------- I I i------------------ i Z K Wc. n " c I l d1 11 I GOr- I II i i i I II i 7'-1 Z,, Garage 5/ab 1 -?'P91a�Dartpfraoflrq Well Gonpc /Gra✓el-� ' I �rlwr Grade Cf05a ��;cfiol� C�� 3 nr.n.,r S1 '. P 1 >e1nN ,3`rauerilrtl\. .4n tl,-murng,rnxhcwn > 61 Rage.art s uce- VFI AIL_e 5 0 us5 MII+ I r'r a RtN�L 1L. o e. l vumc9 mllh bA a fa'Dfir �oz'q smor Eha 21 B,ack g 1 16 or. y Fye �-s �v�$.��x.131/ Mona !tt/g�EEe Coes'�Sh Adal" of slut f /!s=`4�/sf e Plans and Seclrons - � __ � S —� Se/or Hurrlcann Clips connrc(,ons. � i)()()n( NVrL.INta ©deoenalle+6 UUUO cre r-, e.�D (.�lp�r�laP �l k/V 1 2,Y Block/n ��- 3(h x C t'd Ty ros llad g V! L t l � J;Tit G l i%!� gav,ee D fit/1l lth pa( ed nnns (61 sd nods m s'o.a -'-. nyx3 m or s - black(fyp.J ConnectOoll wlfn Q6Ti I( OUT61Dk COWHeR GD'f>Il, „k',✓LF,ntlfl - A ap.�d9TM i -___",w e ar 5 scre wg s I2 o.c. r 1/P r J I mvstMC1007w;(n _l�_ 9°.`n:�Z 2 rc 4 Blockln9 '� 6 ad r'_m 1/y 6'o.e, m penetrenon e/s%a” I3 0 I;�b t Horizonbl _ (f/y) sl soth,n9 Winr"--- _ eepov'A'BOAR? Connect Woll Rao!.£hear,ng 1 arMl.0.¢ N 1Jc/et wr(h 8d Hall11 s,6"o c A<PPddAu C 1 sjssn' of panel ed, end 4 sk FH�pIcR,'t - y I/Q'-3C,P I2'oc In the 2,Y'lock/ng m!6" t Alfarnete Attachment at seed rrm to/Int Jo sf Is o la/a rmvlasr5J-12d Nalle f,_ at'91P edges — ueATO'06 anJ E Iwosne MIN ,p/et cw a�ey lb" _ a 24 �ob1e tr6 ,000 6v'11 R '019 0 3TRVGTVdL 0— -- 'lE Idg,i creI e 1 t..._ l 1.to i r, _ --- •l: SEX- 3k- ed nslle 2 1/2°x 0.113" GaYltlOn I F' 1UY CORNGP 16d ndlle-3//2'x O,l38u // IZv CII 11'^ : RIBn Jo/t f P e(typ,) (3)-IBd Halls B I6 0 S+t IY C I or armee ran mm DCl ell_ IIN61Ur 4gP,virrz DETAIL. GB IS Joist/Blocking i'�01I V HDPI?d C^t�" Note: _ — R.4ae�3 tors All Hon'zonrasth shing"I","I",Iee nu,led w11an es endo m s'n.c. - eVpsuM Parallel rF'erk�srxl'!au/dr EerEytlor, ro BorJ1„- re ornerw,;e OVARD nAor�mnnrgv ani suc�*rIN4 ea Rloor,�ram/rrq to F'l�or Fralnl� NA,yI✓( Zaows 2x METHODBlocxrng,u is o i0A a IL`© METHOD GB-GYPSUM WALL flr\NELS CONSTRUCTION et amd rim ro Rol I'll f"Q02GINh1C �3'/a"s.l}I) T+1t 5 Tn'Tr§='+V AN111,S To (++,TTI GAWMP lyRgCL'.D �NAaL. t. a ?.. 15T sdcnne Jnl,im r"rec sdr on bc�R PRP,1nIN¢ / BLOLIG To 51.cr�tio Fs��-•on (typ) Jn;sf E c < bV'TA;us NOTC 1 _ k3lO Cri(nsU O♦= Ijo(L12uN YA r- �HC-_RY��rNL 1/2"dic.n107 A—,Bnit wlil .J r�inlr5 15 KZ,aO��as,y f R t'i�Acu•D erom—dd o�eanr r I P=shown w,me avw-ngs T� "j BG cn,p Fane, nro rmum 2 Borr: xon pror.. — GARh4E eoaNC2 berm(. �eo'o - ?I t.L b'RbG2 LINRS V. N 9T a {ltso ulAa 0aor,C-I•�L � Perpendicular 3d— to dnoloro Nomf Fromin� - _._ _ ,,.'.C 1, —___ - to Floor Frgming NOTE: HI57)RAVVING IS SCHEPfte\TIC FOR THE WA LL BRACING FORTHIS PROJECT IS BASED ON SECTION 602.10 OF THE 3"'EDITION r ` Braced wall Panel Addlilonal Connecfivns PURPO E OF SHOWLNS:REQUIRED CONNECTIONS SEE PLANS FOR LAYOUT,DETAILS,FRAMING OF 77IE NL%SSACIIUSETTS STATE BUII,I)ING CODE FOR 1&2 FAMILY DWELLINGS, for all exterior walls 602J0, MC2009 ANDALTERNATIVE DESIGNS AS INDICATEDONTHEDRAWINGS.DONOT OTHER WALL BRACING DETAILS AND ALI,OTHER -•//i METITOD CS-WHP STRUCTURAL REQUIREMENTS DOOR OR WALLSWINDOWDICATED SIZES ANDLOCATIONS OR HEIGHTSAND CONTINUOUS STRUCTURAL PANEL SHEATHING LENGTHS OR W,\LIS.AS INDICATED ON'ITIE,\RCIDTECTURAL DRAWINGS WITH OUT APPROVAL OF THE ENGINEERAS THIS MAY RESULT IN NON-CONFORMANCE WITH THE - w a'A* WALL WALL ORATING REQUIREMENTS OF'ITIE CODE. A//other nailing not shown to be r [.wakem in conformance with table R602.3(1) '� of the Bloss. Code 8th Edition /;°ray .-,�, PR03CCT ti LAWRENCE H.OGDEN PS, ----- ----- n o WALL BRACING IN�s No 1 s>z Bn' ouD 1'A nI o 3 PoFcf a� O EASThalINSTREET V a'.!1,._ r on( b�� GEORGETOWN,MLA.01833 Noata R;Nbe,.+ r2 MA t-Ho - ` ' 978-392-3318,cell 979-502-592 DETAILS ;°off -,I�z L•u�'aarr•n �N�-�Is i 31 IYo'! .l/rem - �p �� Olamx�tialou haader�v ! S F m o s f �� �;Z�s.�� xg LS Pitt �jjll 171111 1E t s Fig gdJ Eli Qty idall W e I - ut I W- DrsnLuvcr� Isno rnuanum S'I`rNtU'L'TU;L1L GENERAL NOTES: Tt1E MASSACIIt7SEITS STATE BU]LDING CODE POR 1,42 FAMILY DWELLINGS,IRC2009 AND ALTERNATIVE DESIGNS AS INDICATED ON I'FIE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW OPENNG ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE SITES AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS L ALL LVL BEAMS SHALL BE BOISE CASCADE VERR UAL INDICATED 9A-LAM,OAPPROVED 1�m��.SwnuNs oauNc Q ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES ENGINEER AS 71113 MAY RESULT IN NONCONFORMANCE WITH THE WALLBRACING RECOMMENDATIONS AND SPECIFICA'LIONS.E=2,000,000 PSI Fb- 3100 PSI. REQUIREMENTS OF TIDE CODE. P - ALL COLUMNS DESIGNATED ON DRAWINGS AS VERSA LAM TO BE BOISE 20. THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WINCH THEY ARE A PART OF � p ON 5 CASCADE 1.7E 2650 FD,DO NOT KNOTCR OR CUT LVL BEAMS OR PENET RATE ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED. o WFCH ANY ROLES EXCEPT AS ALLOWED BY MANUElBTURF.R DONOTDEVIATEFROMTHEDETAILS,DIMENSIONSANDMATERfALSSPECIFIEDWITHOUT 2. ALLLVL 1NNIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR APPROVAL OF'CHE RNGINEER �f--• 21. ATTHECOMPETIONOF'CHEFRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR IS LESS TO U'CONNFA'CEU TOGETHER AS SHOWN ON DRAWINGS. TO PROVIDE A CERTIFICATION TO THE OWNERTHAT ALL WORK WAS PERrORMED 6n c 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN TIHREII ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANUPACTURPS[NSTALLA'C[ON euo MEMBERS TO BE BOLTED TOGETFIER WITH 3 ROWS OF%"dk BOLTS, REQUIREMENTS AND THE ST"EDITION OF TIDE MASSACHUSETTS BUILDING CODE ANSVASME STANDARD 818.21-1981 @ 12"Dc.STAGGER OR OFF SBT EACH ROW FOR 1&2 FAMILY RESIDENCES. BOLTS SFIALL BE PLACED IN SNUG HOLES,WITH A MINUALM EDGE DISTANCE OF 2" AND WITH S'T'ANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON DRABVING, ENG ISEEM I LAWRENCE H.OLDEN P.E. + 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 198 EASE MAIN S I BEET T03 LVLS USE 3"X 3.5",4 LVLS USE 4.5"X 3.5",5 LVLS USE 6"X 3 S OR OFJ ) CEO3RC T4)VN,NJ 2 01333 POST AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DR.AWTNG. 1 9111-352-11,113,cell 919-302 )121 "'�-" ,�;z❑ r�_;v a r 7 5. BEARINGENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE ""---"'----`-- "--- --' ----"- - :E -4 3%�8x31oc.s 4Lu15 = 7 FOUNDATION NOTES 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS a 6"OC.(I; PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. FOImDATION ANCHORHOLTS NOTES: 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS O6 6"OC.© Ira'DIAMITER WIFFIwAS TER I"EM ID. D SCREWS TO BE FASTEN MASTER TRUSS Lox 3%'MIN.12"MAX.FROM END OF EACH OR SIMPSON MAY SCREWS PANEL EDGES AND I2"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. PLATE AHD MAX.6n-B 1.o.c. zv n�xK iusrn.L SEE DRAWINGS FOR LENGTH OF SCRSW AND CORN ER STUDS TO BE ATTACHED TOGETHER WITH 16D NAILS(RJ l2"OC,OR AS oaas suown aNrtlE DRnmrvcs. Ar,cr,.s.nP ON LEN LED senclNG. SHOWN ON DRAWINGS - 2),v.t,anlEhmeR LVL nEA,visTO llty¢SCREWS FOOTING REINFORCING FROM ONE SIDE. 8, GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S CONTINUOUS F06MGS 3 u a BARS J SCREWS IN ACCORDANCE WITH ASTM C1002 12"OC.AND SHALL PENF,TRAT'R Is"LAP IIOR-NTAL slMvsor,rszs crenP, 3)ALL 3 OR a MEMBER LVL BEAMS TO HAVE © INDIVIDUAL FOOTINGS rtu iOd+l�' �t SCREWS FROM ONE SUBBUNLESS FRAMING A MIN,OF 5/8" °'' oTDEnwlse NarED oN DMWHNGS. 9.ALLOTIIER FRAMING TO BE PER THE$".EDITIONGFMASSACHUSETTS STATE CN4DARS WITH 3 in COVER EACH WAY IbJ^3i(155 Nni L3 To kAerti0. Qi 4)USE TYPE OF SCREW SPECIFIED DO NOT OR AS SHOWN ON THE DRAWINGS. - Hevo.siunP Tn e�Y SUHSrITUF ASCAPACITYMAYNOTUE BUILDING CODE,IRC2009.FRAMING LUMBER16=875 psi,Ea 1,300.000 psi snap*a A ADEQUATE, 10. ALL JOIST AND BEAM RANGERS TO BE BY SIMPSON STRONG"CIE, MUNIMUN WALL REINFORCING AL nea�so,."vses AiuP $NI xGMspLS1apP J�E -'crpI DETAIL OF CONNECIIYGINSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. T4BARS THOOPl&MONOF BI SPECHFIED HARDWARE MAY REQUIRE SPECIAL ORDERALLOW SUFFICIENT wtTn le lry LAP AND DIN,COWER RnI: RVI,MEMBERS TOGETHER LEAD TIME FOR DELIVERY.USE SIMPSON HURRICANE THE AT THE SAVE END OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS AND HARDWA RE 10"FOUNDATION WALLS EXCEEDING `.� NAnureR THE BELOW LISTEDCRITERIA MAY TO BE CORROSION PROTECTED PER PRESSURE TREATED LUMBER REQUIRE ENGINER OF RECORD MANUFACTURES RECOMMENDATIONS AND SIMPSON STRONG THE cousuLT ENcmrveR OF Ia:cow PLATE RECOMMENDATIONS,OR STAINLESS STEEL. RIM Ia it.FINE CONTRACTOR SHAd.L BE RESPONSIBLE TO OBTAIN ANIS'FOLLOW THE WALL HE(.ITT UNBALANCED FILL ITE MANUFACTURES LA'TES'T WSTALLATION RECOMMENDATIONS AND vIi 6n. SPECIFICATIONS FOR LVL BEAMS 10 n. 64 . - ro Pin E 12, ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERIIPTED SUPPORT STEM WALLS 4n. ALLTIM WAY DOWN TO THE FOUNDATION OR ONTO LVL BWALL nEmFOacmc GRADE SD EAM. pA15 D PLme PAFrEF 'MFV%T Osr `.aa ;gVD71T1 ONAJ„ 3c.�aW9 „��',qf^1 ,..,.�„ �,,,m j4 I.{PNfrt'_I�$ 13.BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD ""`�-`"g""``- -�'"` Nr .d. CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF'THE SLAH REINFORCING 6.6 w2.0•W10 ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION, �tA or 14.COGRDIN NI ALL WORK rATTH THIS DRAWING AND ALL OTHER PROJECT FOUNDATTDn DNcLT�FOOTINCS �r�°A 505, 'Dn DRAWINGS INCLUDING SHOP DRAWINGS. ANDRASEMENTSLAR a° fl tuloio 15.ALL STEEL COLUMNS,BEAMS AND PLATES'TO BE A-36 STEEL. F" 31100 PSI Am ENTRAmED P, 16.ALI,BfGFOOT'SYSTEMS TO RE INSTALLED PER INSTALLED PER 131UFOOT cARncE AND EXTERIOR SLA D, 1 =.�:Ho.a.>• F'e GE PSI AIR ENTRAINED ,D 3r Q 1NSTALATION MANUAL, , 17.LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND HEAM POCARTS SNOWLOAD.50 PSF,DECK LL 40 PSF WIND LOAD 100 MPHI.EXPOSURE B. nenms TO REAR ON I n I"PLATE MINIMUM in AIRSPACE SIDES AND 18.FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A END OF ALL BEAMS ----------- -- MINIMUM BEARING CAPACITY OF 2 TONS/SQ FT Lc7'T l GO?- Gh D%c.E^�F D 9 T �.," LAWRENCE H.OGOJ:JY 1'.;L• GENERAL NOTES rt,Mo-LTFI AIDO.eN 11,1 198 EAS'r MAIN STREET Eutzs o.I. t_r�nn,iat b GEORGETOWN,MA.01033 Li11.CON NI1 CI TION DETAIL 978-352-8313,cell 978-502-3921 F, E:UOR DECKS,1 ORCHES&STAIRS 9-10-13 . .4 SPRGuG sp�umc4l'- spat __v+c,,_�4� BE'CE PORCHES AND EXTERIOR STAIRS TORE DESIGNED FOR THE FOLLOWING LOADS. LIVE LOAD 40PSF.,SNOW DRIFT IF APPLICABLE AND WIND LATERAL AND UPLIFT'FORCES. GUARD AND HANDRAILS:200 LBS.IN ANY DIRECTION AT ANY POINT. '�z°A 5:Mg5bN INFILL,COMPONENTS:50 LBS.HORIZONTAL ON AN AREA EQUAL TO I SQ.Er. 1496=ED RAO - CND aP LcF EI2 STAIR TREADS:TILE GREATER OF40 1,S1.OR 300 LBS.CONCENTRATED LOAD. r3, e 6'oe,.InAx \VIM NUv L WIy9114"lt crR .leJ,vr DECK CONSTRUCTION IS COVERED IN SECTION 8502.2.2 Oil THE S"EDITION '[ rl.acA Ja sr "1 - P6tiaJE c`forz.5 35�g 1;g51r;nt 1• zT e.tz OF THE MASS.STATE BUILDING CODE FOR RESIDENTIAL CONSTRUCTION. NOTE;NEW SECTION 11502.2.2.3 REQUIRES A DECK LATERAL LOAD �~._. '"- CONNECTT(DN.SEE ALSO MASS,AMEDMENT TO SECTTON 12602.10 FOR r-�.. Avm1u CENiE IZ SPAci Np. r UNCONDITIONED PORCHES. �,.F ot7 N55 DECK lMV p B WIDE. vEcK G°oc !I NIIRTO AMMIIRICAN FOREST&PAPER ASSOCIATION(AF&PA)wwx ,ors R PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GHIDE(DCA609) � - -9Ei-Sy'¢lu EGK S-I-q,a a-I To f0 WIDE 3 ae, AS REVISED MAY 2013,MASS AMENDMENT R30LLI. CONSULT A REGISTERED DESIGN PROFESSIONAL FOR ITEMS THAT ARE NOT IOC^( Tp 1')' WIDE 4-'6G, tN COMPLIANCE WI'fII THIS GUIDE. .®4.GK.GzD 9'Y.UUNNlG1Y1i.:.ei. 12,-Ii, Y� 14' W 19Ne 4"OG. TO PA9TENMgSTCR TEGNIV ICAI 60«erlN SIMPSON STRONG-CIE ALSO PUBLISHES HELPFUL GUIDES TO DECK DECK L£DG E.¢. O CONSTRUCTION. +�jrrlp5l 1 e;ea Rsgtz,�i.3 IRc.zoP9 : RIm Jolsr �oR 1 nJsrq�I.ATtoN R oUR e5 pN0 oyT-{ER ALL WOOD FRAMING MATF.RLILS TO BE PRESSURE TREATED. v1,q'fTZ 'To NI GoRapslp_NI SIT M#0 L 4E.R REQvi REM x�ry ALL EXTERIOR CONNECTIONS TO BE CORROSION PROTECTED. �1M1Ps�JNI t�N® r}�x�s6iuR�, �'p�EAj'eG 4u^v§gR Rw Cf�M BNjDr�ngNy CONTRACTOR TO COORDINATE TYPE OF CORROSION PROTECTION � W TO P�N.4'�:Gi @GC1�.l,HVFt"R 40NN.O YA I,L O a k LF_Dc ER, GoNULC'0014_ REQUIRED WITH THE TYPE OF PRESSURE TREATED LUMBER SUPPLIED FOR EXTERIOR FRAMING AND THE CONNECTION MANUFACTTIERS _4• P06HII1ln 'hrv10 WAVGRPR OUPW Cr..;DV'4xO*4RAS. Poacu °am 4s RECOMMENDATIONS. 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