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HomeMy WebLinkAboutPlans - 233 MAIN STREET 4/6/2015 . T F1RAG.EV RAlC inr@EHC9O TfAu65 mi x<'woob©'' E �+ 1 6.IME5� �'II' � y 36A a IY Oi i s+d�Er o 6"544RATIR06 1144-P GRN P. / `„ t ,A @t mm Imr„Fc Ewes Na (w"p IZ:':'19G�lA.Pak P.lpk.$ MI-111 11 1111 - 4•° wind e®a r<w.Rrel° 2 MQ-S U Fe„ICa."SRC - 1=oarlaG. Y TLA$ _ B- t>5E. '6-nf' PLATT _ O L. Ar W419 �Y�' �W'x°.�. 7i . { s d iv 3 (-7 yn i q-"L tI t,. � �w N� I to SEM l^G13AALA PIra6W NO'p$ 576IEEr p�2. so 2.7 6 N 'AD EB 8 pp J O a 0 �PANRL. Rf>KFS A �� mml 3 fT$er l`y."L.IA f_ IJACK 1 I.C,e/a'"""`R" (a sL �� 2 GO ' I2n" PG A"P IN7ERtU9R5 I c'oa�'ueP-. /(/GA:KRGE WB+kDEIZ W .l .7'Y Znxb 2.2uG l BU II,.g1A/P,� 2'246 4.2x6. E'. 66 a �zn Ave-tiBOUT �. SEGrIOfiA O �' S1=L'. N.WFm$P�LBbARo 513E GAPRG.E ' 2n 6" F 9 41£ IZ'' PT rtu � �' iy79 wi'ua FW4Mift+Cr Fyq p--,�-_..—.__ .` PENA.U. 6( n ^3'Mia ,�Ii.&686 nwJ4 ee_�r15 I Fio�� 6'A-I �d Ual Y3l4�t"�PM1.+ p4d4 h,+ .._.._.._._ —..— p. 2:66�•-"v, ' WALL REINFORCING GRADE60 10" CAR E < RUER OerA�L N FOUNDATION NOTES SLAB REINFORCING 06 W2.0-W2.0 FOUNDATION ANCHOR BOLTS CONCRETE �UI(MQiN",. J ".b'..'P'IbMdALk., G`,9M1Hr0rAJ(.- 1/2"DIAMITER WITH WASHER]*EMBD. FOUNDATION WALLS AND FOOTINGS MIN.12"MAX.FROM END OF EACH U%Rry C^,AND BASEMENT 3LAB PLATEANDMAX.6R-0in O.C. F'c 3000 PSI AIRENTRAINED WALd.BRAC6NG FOR THIS PRQJEC7'IS BASED ON SECTION 002.1 F'c 111"P11 AIR ENTRAINED0 ��J OR A3 SHOWN ON THE DRAWINGS. GARAGE AND EXTERIOR BLARE OFTIUL BT°EDITION OF'CHk;MASSACHUSETTS STATE BUILDING CODE FOR I&2 RAMILY DWELLINGS,IRC2009 AND FOOTING HE CONTINUOUS FOOTINGS 3 H 4 BARS BEAMPOCKETS ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS. Is 1111"DORIZONCA L DEAMS'TO BEAR ON 1)2 i°PLATE DO NOT MODIFY POOR OR WINDOW OPENING SIZES AND LOCATIONS INWITH3IV ALPOUTINGS MINIMUMEND OF ALL BIR AGESIDER AND OR HEIGHTS AND LENGTHS OF WALLS AS INDICATED ON THE 4H4 RARS Wf'1'H3mCOVER EACH WAY END OF ALL BEAMS SN OF,V OR AS SHOWN ON THE DRAWINGS. ARCHITECTURAL DRAWINGS WITH OUT APPROVAL.OF THE ENGINEER �C AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE MIK MUN WALL HEINFORCHHG WALL BRACING REQUIREMENTS OF THE CODE.ALL.EXTERIOR WALLS Ow HORIZONTAL, ALLSTORIES TO BE METHOD C5-WSP OR AS NOTED ON THE DRAWINGS 4 BARSTOP&MID RT OF WALL SEE 1)ETALL SHEET D-1 p�. 2p t WI2H TO I8 W.LAP AND IFin.CORNER BARS AK D '6 V e,'Oove, 5 ECT4o,} y 81763 O p FG,sTEPSV�4-'�' fSSI0N4L ENG SEE ATTACHED DETAIL SHEETS D-1 DOUBLE GARAGE DOOR METHOD-CS-PF LAWRENCE H.OGDEN PIR -FOUNDATION PLAN KAUFMAN GARAGE 4Ek Cb D-2 GENERAL NOTES LVL CONNECTION DETAIL 198 EAST MAIN STREET BUILDING SECTION 233 MAIN STREET METAL PLATE CONNECTED WOOD TRUSSES GEORGETOWN,MA.01933 NORTH ANDOi"EH,MA. 978-352-8318,cell 778-502.3921 STRUCFURA.L GENERAL NOTES: 19, WALL,BRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE 8-RDITION OF THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS,TRCL2009 AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS,DO NOT MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS 7. ALL LVL BEAMS SHALL BE BOISE CASCADE •I,AIyI,OR APPROVED EQUAL INDICATEHON THEAPCORTEC7'11IA1,DRAWINGS WITH OUT APPROVAL OF THE `POam' BPWCN pnaivr,9 RECXDMMBNDATIONSTAM)SPECIFICO BE PER ATIONS CURRENT 000 PSI,Fb=3100 PSI. QUIRRMEN,1®F'ITIE CpD�'�P W NON-CONFORMANCE WI'PH THE WALL BRACING ALL u0 jw.,....y..� CASC 2. ALL ADE 1.713 .INDIVIDUAL E. x ALL COLUMNS DESIGNATED ON DRAWINGS AS VERSA=LAM TO BE BOISE 20. THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH TII13Y ARE A PART OF R bW.a VL 0 Fq DO NOT ICNO'ICH OR CUT LVL',BFLAMS OR PENETRATE ARE INTENDED Fop,THE SPECIFIC LOCATION AND PROJECT MDIAC'TED. WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED WITHOUT UAL MEMBERS IN BURT UP BEAMS OF THREE MEMBERS OR APPROVAL,OF THE ENGINEER •^ - LESS TO BE CONNECTED TOGETHER AS SHOWN ON DRAWINGS. 21. AT 7'HE COMPET'ION GP THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR e3 ! 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE TO PROVIDE A CERTIFICATION TO T14E OWNER THAT ALL WORK WAS PERFORMED ��0p,,pp,6,pp""� - IOND OpA Nt OPAPAW[. ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANUFACTURES INS'I'ALLATLON ' . NIFAIDERS TO BE BOLTHD TOGETHER WITH 3 ROWS OF'/z Jia,BOLTS, TH EDITION OF TIM MASSACHUSETTS BUILDING CODE �� - -� _._...T� .„...._,... ..., ANSVASME STANDARD B18.21-1981 @ i2”DD,STAGGER OR OFF SET EACH ROW REQUI2BMENTS AND TIIF,8 BOLTS SHALL BE PLACED IId SNUG[TOLES,WITIP A MINIMUM EDGE DISTANCE OF FOR 1&2 FAMILY RESIDENCES. o' 2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT',OR AS SHOWN ON a Bow, DRAWING. GENERAL NOTES:METAL PLATE CONNECTED WOOD TRUSSES: o l_rvA U 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MIDIIMUM AS LISTED BELOW 2 TOS GALS USE X 3.5",SINES USE 4.5"X 15",5 LVLS USE 6"X 3.5"OR ON 1.wooD TRUSSES SHALL BIMANUFACIURED BYWOOD FABRICATORSINC.,W'OOD STRUCI'UM MC.,ALPINF.ENGME ED PRODUL-M MC.,OR PORT AS DESIGNATED ON DRAWING$OR ON STEEL AS SHOWN ON DRAWING. AN APPROVED MANUFACTURER 'zl iawti+ 1:BnirY:VrI6- S. GENDSOFALL BEAMS TO BE BLOCKED 14,5"SOLIDEACHSIDE a.ALL MANUFAcrult[:n STRUCTURAL CONNECTORS AND HARDWARE wt LWe.I< 31� ¢u11»s ' "ILu1.y..r�Id' 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @6"OC.@ SHALLBEMANUFACPURFURYSIMPSONSTRONGTIRORUSP 0" 5 STRUCTURAL CONNECTORS AND ASSHOWN ON THE SHOP DRAWINGS. PANEL EDGES AND 12"OC,FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES, 3.THE'IRUSS MANIn:nCTURERsllAI.L BE soLEV REsvONsuaLF PonnFSlcN. NO ESE 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH Rd NAILS @6"OC.@ OF THE TRUSSER AM THE ENTIRE TRUSS SYSTEM,INCLUDING ALL 1)SCREWSTOHEFASTENMASTRRTRUMMIX PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES, RELATED CONNECTIONS,LATERAL BRACING AND FRICTION BRACING. OR SIMPSON BOW SCREWS COMER STUDS TO HE ATTACHED TOGETHER WITH 161)NAILS @ 12"OC.OR AS TRUSSES SHALL BE DESI'NRD'i'O SAFELY SUPPORT ALL DEAD LIVE AND BF.E DRAWINGS P'ORLENGTROF SCREW AND SHOWN ON DRAWINGS SNOW LOAUS,GROUND SNOW SONY.INCLUDING SNOWDRIFT WIND - W ON CENTER SPACING.. LOADS 100 MPI.EXPOSURE D AND EQUIPMENT LOADS. J 2)ALL 2 MEMDER LVL RBAMS TO HAVEBCRRWS 8, GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE 8 a.TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ALL APFIACAHLE 5 FROM ONE SIDE. SCREWS IN ACOORDANCE WITH ASTM CIIR)2@12"OC,AND SHALL PENETRATE RIr2nLNc conEs nrro THELATE51•FDIT'ION OR IID:"arvsrmeF rvAraorvAL 3)ALL ONISI N'. LVLREAMa TI TIAVE FRAMING A MIN.OF 5/8" DESIGN STANDARD FOR METAL PLATECONNF.CYED WOOOTRUSS a10 SCREWS FROM OM:SIDE UNLESS' CONSTRUCTION'AND ALL OTHER APPLICABLE INDUSTRY STANDARDS. - N 9.AIaI, FRAMITNG TO BE PER THE BTB.EDFTLON OF MASSACHUSE°TTS STATE S.TIETRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS THAT ®y A)uUSETTYPRQFSLUT'RtWSPICHUM)DUQNOT BUILDING CODE,LRC2009.FRAMING LUMBER$1=375 POI,E=1,300.000 ped INCLUDE:ERECHON PLANS,D'TAI.00(E+ACRTRpSSTYPE,SHOWING SUBSTIPUTIG ANCAPACCIYt MAYNOTOR 10. AIA.JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE, AI.L LATERAL AND uracoNAL DIALING(EIRF.CTIO AND PERMINANT)+ OI AnIGQUAI•E, I& INSTALLATION AND NAILING TO BE PER MANUFACTURERS RRECOMMENDATIONS. ALL CONNECTIONS INCLUDING MANUFACTURED STRUCTURAL CONNECFORS ANDRARUWARE REQUIRED FORTHE TRUSSES AND TRUSS SPECHRODHARDWAREMAYREQUIRESPECIALORDERALLOWSUFFICIENT ROOF SYSTEM,NOTESREQUIRED POSTER PROPER HANDLING,ERECTION C4 DETAIL OFCONNECTIIYC: LEAD TIME FOR DELIVERY,USE SIMPSON HURRICANE,TIE AT THE HAVE END AND BRACING OF THE TRUSSES AND SHALL SUBMIT CALCULATIONS FOR LVL MEMBERS TOGETHER/ EACH TRUSSTYPE,BRACINGAND CONNNMONSSHOWINGALL MEMBER p 411 OF EACH:ROOF RAFTER OR TRUSS:ALL EXTERIOR HANGERS AND HARDWARE LOADSANDREACTIONS.SHOPURAWINGS AND CALCULATIONS SHALL DE "ry 1 MR1rJPre F. 1'O BE CORROSION PROTECTED MR PRESSURE TREATED LUMBER- PREPARED UNDER HE OF A MASSACHUSETTS RFGI6TERn N MANUFACTURES RECOMMENDATIONS AND$IMPSON STRONG TIE PROFESSIONAL ENGINEER AND SHALL BE"A WET SEAL AND RHCOMMENDATLONS,OR STAINLESS STEEL, SIGNATUREOFTHEMANUFACTURERSENGINEIR ,,.�,iy'' :-•Rp n a.-6-.a 6.THE TRUSS MANUFAC'TUIIER SHALL SPECIFY AND SHOW ON THE gdy'Mix I1.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW TILE DRAWINGA TRY HURRICANE CLIP REQUIRED FOR UPLIFT AT THE ® A MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND. REARING END OF EACRTRUSS 7.ERECTION OF THE TRUSSES SHALL BE IN COMPLIANCE WITH ALL ggM SPECIFICATIONS FOR LVL BEAMS FEDERAL AND STATE SAFETY REGULATIONS,ALL REQUHREMFNTSOF 12. ALL SUPPORTS CINDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT THE TRUSS MANUFACTURER,AND THE TRUSS PLATE INSTITUTE(TPI) ALL7ILB WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. FRECTION,BRACING REQUIREMENTS AND GUIDELINES, N AVVkTfbi0Al_'. 6CRSWO 13,BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD x.THE GENERAL.CONTRACTOR SHALL BE RESPON$DILE TO MSURE THAT PJ ALL INSTALL,AIION,DRACING,ANDCONNECTIONSOFTHICTIRUSSESAND CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE COMPLETED TRUSS ROOPSYSTRM ARE IN CONFORMANCE WITH THE ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. TRUSS MANUFACTURERS SHOP DRAWINGS AND RECOMMENDATIONS. POTS% co ol."C,Y" LULS L✓M4 14,COORDINATE ALL.WORK WITH THIS DRAWING AND ALL,OTHER PROJECT 9.NOCUTTING,EN"CHING OR MODIFICATION OFTHE TRUSSES IS ALLOWEDWITHOUTTHEWRITTENCONSENTOFTRETRUSS 2.lab&05 ,5"Se'IP,Kz'S DRAWINGS INCLUDING SHOP DRAWINGS, MANUFACTURER. 1S,ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL. PSTN OG M,p6, Y0.THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL SUB- Ar0 e. "6'"G, HL ALL BIGFOOT SYST13MS TO BE INSTALLED PER INSTALLED PER BIGFOOT rA `I9�y CONTRACTORS THE LOADS OF ALL MECH MCALEQUIPMEW,PIMING WRB1C6 DUCTWORKAND OTHER DEVICESTHAT REQUIRE SUPPORT BY TIM TRUSS INSTALLATION MANUAL. g' OADT' �' ROOF SYSTEMANDSMLLFURNISHTIINLOADMGREQWREMF.NI'STO 17.LOADS FIRST FLOOR LL 40 ESE,SECOND FLOOR 30 PSP,DL ZS PSF,ROOF ORO ,{. d211}" N THE TRUSS MANUFACTURERPRIORTO DESIGN OF THE TRUSSES. SNOW LOAD 50 PSF,DECK LL 40 PSF WIND LOAD 100 MPH.EXPOSURE,B. p. 7 1 p H.ALL TRUSSES TO DE LATERALLY BRACED PER BRACED WALL PROVISIONS 15.FOLRNDATION TO BE CARRIED DOWN TO UNDESTUREED SGML HAVING A "a UP THE IRC 2009 SEE SECTION R602.10.6.2 FOR LOO MPH WIND SPEED MOMMUM G BEARING CAPAI7TY OF2TONS]SQ PT ,•.,;,,,'.; 'LA CE.H.OGDEN.P.,E. 1 I _.._ GENNR�INIDT I�AIEMANCARAGE 198 EAST. •S T [TIllus;5PJOTE,t . 233 MAIN:STREET'GEORGETOWN;MA.01833 LCO1ViVECTIdkNIDETAI1)' NORTH ANDOVER,MA. 9781528318,seH 978-$112,5921