|
<br />NAIL ING 5CHEDULE
<br />CONNECTION FAeTENER NUM6ER OR ePACINc;
<br />6AND JOiNTe TO elLl OR TOP PLATE, TOE NAIL ed iC;>" OC,
<br />JOleT TO 6AND JOleT, FACE NAIL I~d commo!"l 3
<br />JOleT JOleT TO elLL OR C;1N6ER, TOE NAIL ed commo!"l 3
<br />6RIDGIN6 TO JOI&T, TOE NAIL EACH END ed common 2
<br />LEDGER 6TRIP liC;>d common 3 AT EACH JOleT
<br />IX~ OR L!!ee elJe FLOOR TO E!ACH JOleT, flAC! NAIL ed common 2
<br />OVER IX~ eue FLOOR TO EACH JOler, FAC!! NAIL ad commo!"l 3
<br />2" We FLOOR TO JOle..T OR GIRDER-BLIND. FAce NAIL I~d commOl'1 2
<br />~Le PLATE TO JOler OR 6LOCKINC" FAce NAIL I~d common 1~" OC.
<br />TOP OR eOLE PLATE TO eTUD, END NAIL 1!C>0 common 2
<br />eTUD TO eOLE PLATE, TOE NAIL 8d common 4
<br />DOU6LE eTUDS, FACE NAIL I"'d common 24/1 OC.
<br />DOU6LE TOP PLATE5, FACE NAIL l~d common 1~" OC.
<br />TOP PLATE5, LAP AND INTEFWECTIONe, FACE NAIL ------- 2.I(,d OR .3 .Ie'd COMMON
<br />CONTINUOU5 HEADER, TLUO PIECE5 I&d common 1&" OC, ALO~ EA EDGE
<br />CEILI~ JOleT5 TO PLATE, TOE NAIL 8d common ,
<br />CONTINUOUe HEADER TO 5TUD, TOE NAIL ed commo!"l .3
<br />CEILIN6 JOleT5, LAP5 OVER PARTlTIONe, FACE NAIL ............ - ,-I&d OR 4-I~d COMMON
<br />CEILIN6 JOISTS TO PARALLEL RAFTER5' FACE NAIL .. .. .. .. .. ... - 3-I~d OR 4-1~d COMMON
<br />RAFTER TO PLATe, TOe NAIL 8d commo!"l 3
<br />I" BRACE TO EACI-l 5TUD PLATE, FACE NAIL ed common 2
<br />Ixa OR LESe 5HEATHI~ TO EACf-l eEARiNG, FACE NAIL ed common 2
<br />OVER Ixa 6HEATl-ill'JU TO EACH BeARINet, FACE NAIL 8d commol'! 3
<br />BUlL T-UP COF"NER5 eTUDe I~d common 24" OC.
<br />BUlL T .UP GIRDER5 AND BEAMS Of THREE MEMBERS 2~d commol'1 32" OC, AT TOP. 6OTTOM AND
<br /> ~T AGGERED 2 END~ AT EA.
<br /> &PLICE
<br />2 PLANKe I~d commo!"l 2 EACH BEARING
<br />5TUD5 TO OOLE PLATE, END NAIL I~d common 2 EACj../ END
<br />llJOOD eTRUCTURAL PANEL 5UBFLOORiNU ~d common, ANNULAR ~" OC, EDUES AND
<br />IS/3211, 11211, l/l&" OR 5PlRAL tl-lD 12" OC. INTERMEDIATE
<br />llJOOD 5TRUCTURAL PANEL 5UBFLOORING ed commol'1 OR &D ANNULAR &" OC, EDUEe AND
<br />ICY3211 - 3/411 OR SPIRAL THO 12" OC. INTERMEDIATE
<br />UJOOD eTRUCTURAL PANEL 5UBFLOORING l~d c::ommol'1 OR ~D ANNULAR ~"OC. EDGEe AND
<br />I" 1_1/811 OR SPIRAL TI-lO iC;>" OC, INTERMEDIATE
<br />llJOOD 5TRUCTURAL PANEL OUeFLOORING 1&9a GALv, WIRE 5TAPLE5, 4" OC. EDGEe AND
<br />\&/3211, 1/2", l/l&" %" MIN. CRou.N, 1-%"LONG l" OC. INTEFt1EDIATE
<br />llJOOD eTRUCTURAL PANEL 5UBFLOORiNG l~g~ GALV.WIRE MAPLE~, 2-~ OC, EDGES AND
<br />/CY32" - s/a" %" MIN. CRou.N, 1-%"LONG 4'1 OC. INTEFt1EDIATE
<br />llXIOD STRUCTURAL PANEL ROOf . WALl. SHEATHINCI 1&0 common (WAL U ~" OC, EO<":Ee AND
<br />AND PARTICLEBOARD 5HEATHING~" OR LE50 8d common (ROOF) 12" OC. INTERMEDIATE
<br />UJOOD STRUCTURAL PANEL ROOf: . WALL SHEATf-lINCI 8d c::ommol'! &" OC. EDUEe AND
<br />AND PARTICLE60ARD SHEATHING 1%2" OR GREATt::R 12" OC. INTERMEDIATE
<br />Llk?OD STRUCTURAL PANEL ROOF. WALL eHEATf-liNG 16~a GALV.WlRE eTAPLE5, %" 4" OC, EDGEe AND
<br />AND PAATICLE60ARD 5HEATf-liNU ~"-~" MI ,CRou.N ,LENGm OF I" PLue a" OC. INTEFt1EDIATE
<br />THIr:KN~Mni: PAN;: I
<br />llXIOD STRUCTURAL PANEL ROOF. WALL 5HEATHING !6~a GALV, WIRE STAPl.ES, Ja" 2" OC. EDUEe AND
<br />AND PARTICLEOOARD eHEATHING 1"2". ~" MI ,CROJ.N ,LENGm Of I" PLUS pit OC. INTEFt1EDIATe:
<br />THICKNESeoF PANEL
<br />FleeR60ARD 5t~eATHINU 6d COMMON OR Ilea GAL v, ~" OC. EDUE5 AND
<br />,IS" REGULAR ROOFIN6 NAIL !.)S" LG W/X."HEAD 12" OC. AT OTHER BEARING
<br />FIBERBOARD 5HEAmlNG 6d COMMON OR 119a GAL v. 3" OC, EDGES AND
<br />,IS" eTF(UCTURAL RooFINU NAIL I.)S" LG W/Xe."HEAD &" OC. AT OH-lER 6EARING
<br />FI6ER60ARD eHEATf.lI~ ~ COMMON OR Ilea GAL v, 3" OC, EDGES AND
<br />'~2" eTRUCTURAl. ROOFINa NAIl. I.~"LG w/J1'.,"HeAD iC;>" OC. AT OTHER 6EARINC;
<br />G'rPSUM eHl:ATHI~}2" 11 GA 1-)211 GAL v, 4" OC. EDGE5 AND
<br /> XE," HEAD e" OC. AT OTl--lER BEARING
<br />G'rP5UM eHEATI-lING %" 11 6A 1-~" 6ALv, 4" OC. EDGES AND
<br /> XE," HEAD 8" ce. AT OTHER BEARING
<br />(,'rpeUM WALLBOARD ~" 1-~1I DRYWALL NAIL V OC. CEILING
<br /> A5TM C &14 a" OC. ON WALLe
<br />G'rP5UM WALLBOARD %" 1.)2" DRYWALL NAIL l" OC, CEILING
<br /> A5TM C &14 a" OC. ON UJAl.Le
<br />HARDBOARD LAP SIDiNG- DIR6CT TO 16>/1 ce. eel CORROSION RESISTANT WITH 16" OC. AT TOP AND
<br />eTUD5 MIN. SHANK DIA OF ,0~~" AND BOTTOM EDUE5
<br />A MIN. HEAD DIA. OF .240", WI
<br /> )2" MIN. PENETRATION INTO eTUD
<br />I-lARDOOARD LAP SIDING-OveR SHEATHING l"'d CORROSION REelST ANT WITH 1~" OC, AT TOP AND
<br /> MIN. Sl--lANK DIA OF .0~~" AND BOTTOM EDUEe
<br /> A MIN. HEAD DIA. OF .240"
<br />HARDBOARD PANEL 6IDING-DIRECT TO 24" OC, 6d CORRO&ION REel&T ANT WITI-l &" OC. AT EDuEe AND 12"
<br />STUDe MIN. el-lANK DIA OF .0~~1J AND OC. AT INTEfOr1eDIATED
<br /> A MIN. HeAD DIA. Of ,221)" oUPPORTe
<br />HARDBOARD PANEL SIDING-OVER el--lEATHING eel CORRO&ION RESleT ANT WITH iC;>" OC. AT EDGES AND 12"
<br /> MIN. 51-lANK DIA. OF .0~21J AND OC. AT INTERMEDIATED
<br /> A MIN. HEAD DIA. OF ,n&" oUPPORTe
<br />
<br />Del.. ~i. 2XI2'B NAIL!D
<br />WlGALV. NAILS @l1(,"
<br />O,C. STAGGERED. ~
<br />
<br />(2) IJ" BOLTS IN BUCI<ET
<br />STRAP v-II v-IA6I-4ER INTO
<br />CONe. Fll.l.ED C!1.L., (T"l"P)
<br />
<br />
<br />DOUBI.E ~EADER
<br />
<br />UPLIFT CONNECTICN AT LOAD
<br />BEARING WALL
<br />
<br />INT, HEADER 5CHEDULE
<br />OPENING HEADER
<br />UP TO 3'-4" '2 -2"X&"
<br />,3'-&" TO &'-4" 2 -2"Xa"
<br />&'-&" TO B'-iC;>" '2 -2"XI~"
<br />8'-1" TO 12'-~" 2 -2"XI2"
<br />
<br />L SIMPSON BUC<Ef N/ 'c'
<br />STRAP. CONC. CONNECT, FLUSH
<br />TO TOP OF BLOCK AS
<br />SI-40WN.
<br />
<br />SUPPORT BEAM/~EADER DET AI L
<br />
<br />CARPENTRY:
<br />
<br />FRAMING
<br />
<br />1. DIMENSIONED LUMBE~ $I-iALL BE DRE$SED $4S, ANO el-lALL BEA~ THE GRAOE eTAMP Of THE
<br />MANUFACTURE~'5 AeeocIATION.
<br />2. ALL LUM6ER el-lALL 6e eo.JND, 5EAoONED, AND FREE FROM WARP.
<br />3. LUMBER C,RADE5 O~ B!:TTE~, WITl-l 51N6LE MEMBE~ (uNFACTO~ED) 5TRE5eE5 A5 FOLLOUJOI
<br />Fv . ~~ pe I
<br />Fe . 1.45>0 PSI
<br />E . Ip~0~~ pel
<br />\~% MAXIMUM MOl5TURE CONTENT
<br />6. ALL FRAMING LUMBER eHALI.. BE W2 ep~CE.P1NE.FIR OR 6ETTER UNO.
<br />C, INTeRIOR LOAD eEARI~ (IF APPI./CA6L!:V WAl.l..e 5PAC!:!0 AT 1~" OC AND l.eee THAN &'.~ IN
<br />l--lEIGj../T el-lALL BE eTUD GRADE, epRUCE.PINe.FIR OR BETTER.
<br />D. INTeRIOR NON.LOAD BEARING WALLe 61-lALL ee UTILITY ~RADE
<br />4. ALL LUMBER IN CONTACT WITH MAWNRY OR CONCRETE el-iALL BE PRE65URE TREATED,
<br />:;, PREeOURE TREATED LUMBER el-lALL 6E IMPREC:lNATEO WITI-l A CCA eAL T TREATMENT IN
<br />ACCORDANCE WITH F.e, 11. LlJ-!;11 AND BEAR THE AMERICAN UJOOD PREoERVE6 INeTITUTE EGUALITY
<br />MARK Lp.2.
<br />~. PL YLUOOO FOR ROOP AND WALLe 61-lALL BE 1/1~" (MIN) APA RATED 6I-lEATI-HNC, EXTERIOR GLUE.
<br />ALL ROOF 6l-iEATI-lING TOiNeTALLED WITH PLY CLIFe (MAXIMUM 24" O/C). (eEE FLANe FOR eHEAT~INU
<br />THICKNE56)
<br />1. ROOF eHEETINU el-iALL 6e NAILED WITH ed COMMONe f) 4" OC AT EooE AND 6" OC INTERMEDIATE.
<br />e, WALL SHEETING SHALL BE NAILED WITI-l ed COMMON6 G 4/1 OC AT EDGE AND 6" OC INTE~EDrATe
<br />HARDBOARD LAP elDING oveR eHEETING NAILED SI-iALL Be l~d GALV. WITI-l MIN. HEAD OveR
<br />el-lEETINU NAILED 51-lALL 6E l~d GALV. Wli~ MIN. HEAD
<br />~. INeTALL 6l0CKING IN ALL WAll STUDe OVER 6'.~ 'i MID.HEIGHt, AND 6HEATl-iiNG JOINT. 6RACE
<br />GAelE ENO WALLe AT 4'.~ OC WI-IERE WALL FRAMI~ Ie NOT CONTINuoue FO~ FOUNDATION TO ROOF,
<br />OR Ae 6l-l0UJN ON DRAWINGe,
<br />10. ALL NAILING AND 60L TING eHALL COMPLY WITH AMERICAN INeTITUTE OF TIMBER CCNeTRUCTION
<br />REQUIREMENT5, ALL NAILS EXPoeED TO THE EXTERIOR eHALL 6E GALVANIZED,
<br />II. ALL COl\INECTION HARDWARE eHALL 6E GALVANIZED AND 5UPPLlED BY eIMF50N 6TRON6 TIE CO.,
<br />OR EGUlvALENT, 5UeMIT CUT eHEET5 FOR ALL CONNECTION HARDWARE TO ENGINEER FOR AFFROVAL.
<br />ALL NAIL HOLEe SI-iALL BE FILLED OR A8 PREecRIBED BY TI-lE MANUFACTURER
<br />
<br />HOOD HALL FRAMING
<br />--
<br />
<br />(REF. 2004 FBC RESIDENTIAL SEC, R "02)
<br />
<br />Rb~2.1 IDENTIFICATION.
<br />LOAD-6EARINC:I DIMEN610N LUMBER FOR eTUDe, PLATE5 AND HEADERe 5HALL
<br />BE IDENTIFIED BY A GRADE MARK OF A LUMBER GRADING OR INePECTION
<br />AC:IENCY THAT HAe BEEN APPROVED BY AN ACCREDITATION 60DY THAT
<br />COMPLIEe WITH pe '2~, IN LIEU OF A uRADE MA~ A CERTIFICATION OF
<br />INSPECTION le5UED BY A LUM6ER GRADING OR INSPECTION AGENCY MEETING
<br />THE REQUIREMENT5 OF THE SECTION 8HALL eE ACCEPTED,
<br />
<br />iW02JI END-JOINTED LUM6ER.
<br />APPROVED END.JOINTED LUMBER IDENTIFIED 6Y A c;RAD!:: MA~ CONFORMING
<br />TO SECTION iW02.1 MAY BE USED INTE RCHANUE ABL Y WITH 5OLlD-5AUN
<br />MEM6ER5 OF Tl--lE eAME 6PECIEo AND GRADE.
<br />
<br />Rb"'2.L2 eTRUCTURAL GLUED LAMINATED TIM6ERe
<br />GLUED LAMiNATED TIMBERe el-lALL BE MANl.fACTURED AND IDENTIFIED Ae
<br />REQUIRED IN AITC Al~0,1 AND AeTM D ~'~1.
<br />
<br />iW022 GRADE
<br />eTUDe eHALl BE A MINIMUM NO,3, eTANDARD OR eTUD GRADE LIM6ER
<br />EXCEPTION: BEARING eTUDe NOT 5UPPORTIN6 FLOORe AND NON6EARlNU eTUDe
<br />MAY BE UTILITY GRADE LUMBER, PROViDED TI-lE eTUDe ARE 6PACED IN
<br />ACCORDANCE WITH TABLE RQ~2,,}(!;)
<br />
<br />(2) 2"X121 HEADER
<br />W 112' PLYWOOD
<br />NAII.ED BETWEEN-Tr../O
<br />ROWS l~D NAII.S
<br />STAGGERED 2 I~'. O,C.
<br />EAC~ FACE OR T~REE
<br />ROWS I~D NAII.S
<br />STAGGERED 2 l{,i O.C.
<br />FOR 2"Xl0' GREATER
<br />HEADER
<br />
<br />!~ NAILS ~ I~" O.C.
<br />STAGGERED (TYP)
<br />
<br />5IMF6ON M5TA3~ (FL APP, ·
<br />1~0IS0) lJ.)/(1I) 10d IN 6EAM
<br />AND (II) 10d IN COLUMN
<br />
<br />2UX JACK STUD
<br />
<br />
<br />~ ~YP/DFL TOP
<br />PLATE~
<br />WOOD 6EAM PE R
<br />FLOOR PLAN OR
<br />LUOOD !--lEAPER PER
<br />~EAOER eC~EDULE
<br />'2 eYF/DFL BUILT-UP
<br />COLUMN PER FLOOR
<br />PAN OR I-lEADER
<br />SCHEDULE
<br />
<br />'2 eYP/DF.L 6Ase
<br />PLATE
<br />
<br />BEAM DOU6LE JOleT,
<br />OR RIM JOl8T
<br />
<br />
<br />
<br />
<br />
<br />2 .I~ Ga'1.
<br />
<br />4.IEld COM.
<br />
<br />DOUeLE: STUD
<br />
<br />(
<br />16d COM.~
<br />. IEl. oc
<br />
<br />2"1.4'
<br />
<br />~
<br />
<br />~~d COM. .'2' OC
<br />
<br />3 . iX:l COM. -
<br />
<br />
<br />2. iX:l COM.-
<br />
<br />4.16d COM.
<br />
<br />INT. ~EADER
<br />(NON-BEARING)
<br />
<br />END STUD INT.
<br />
<br />DOUBLE END STUD
<br />If
<br />
<br />-
<br />
<br />, .I~d COMMON
<br />EA. &IDe OF .JOINT
<br />
<br />&TUO& . I "OC
<br />
<br />
<br />
<br />2.~ COM,
<br />
<br />CONDUIT I 112'
<br />OR ClREA TER
<br />
<br />4 STUD CORNER
<br />
<br />
<br />
<br />o -16d COM.
<br />
<br />~
<br />..<'.....- ~d COM. . Ii'
<br />;- OC EA &TUD
<br />~
<br />2-2"1(1)' lU/lI2'
<br />F'L YUD, ~ACER
<br />
<br />U~ &IMF5ON
<br />HEAOER HANC".1ER&
<br />1-lJ.14 (FL. AFF.'
<br />414JIS)
<br />
<br />NOTE, &p-2'.(FL APf'.' 414313)
<br />ARE NOT REQ..JIRED IF &P-4',
<br />(FL AFf! 414J14) ARE OOED
<br />FOR EACI-l &TUD
<br />
<br />lid COM. . ~' OC
<br />
<br />PL'l'llO. ePACER
<br />
<br />TRUSS CONNECTION AT FRAME HALL
<br />
<br />EXT.lBEARING
<br />
<br />FOR EXTERIOR t BEARING ~ALLS
<br />
<br />-
<br />
<br />-
<br />
<br />STUD SHOE
<br />
<br />HALL !-lEADER
<br />
<br />TWO &IMPevN LeTAla (FL APP.
<br />· 1~01.32) rl.ll'.JLEee NOTED
<br />OTI-iERUJleE)
<br />
<br />TYPICAL HOOD FRAMING
<br />
<br />~
<br />
<br />
<br />2.!c;d CO!'11ON
<br />
<br />TOP
<br />
<br />LATE FASTENERS
<br />
<br />-
<br />
<br />~----
<br />
<br />DETAILS
<br />
<br />-
<br />
<br />
<br />-~-
<br />
<br />SIMPSON STRAPS
<br />
<br />DOUBI.E 2'X4'
<br />CONT. TOP PLATE
<br />NAILED 4' O.C.
<br />
<br />&TUD5
<br />
<br />eIMpe.QN FLORIDA
<br />eT~ APP. ·
<br />eP2 414..312
<br />ep4 414,.314
<br />eF~ 414,,3\&
<br />spa 414,,316
<br />
<br />
<br />2><4
<br />2X~
<br />
<br />FII.LING AND BI.OCKING A5
<br />REQUIRED, FASTENED TO
<br />~EAr?ER W/~-I~d NAILS
<br />~ 18' O.C. LJNI.ESS NOTED
<br />OTHERNISE
<br />
<br />2><a
<br />
<br />2"X BUIL.T-UP-
<br />COLUMN
<br />
<br />TI-lRU BOt.. TS AS REQUIRED
<br />BY T~E MANUFACTURE
<br />
<br />
<br />
<br />
<br />elMFeoN HDM (FL APf. '
<br />e.03JIMOLDOU.N OR EQUAl.
<br />(T'l'P) uJ.'RED HEAD
<br />ANCHOR OR EaJAL ~'
<br />EM~DMENT
<br />
<br />'J ' BOt. T OR ~ I L T I OR
<br />I-lII.TI K~ICK I30LT 11
<br />v.v&1I MIN. EMBEDMENT
<br />AS REQUIRED BY TI-4E
<br />MANUFACTURE
<br />
<br />
<br />
<br />~ 2"XP. T. CONT.
<br />'''~'. ~TTOM, PCATE
<br />
<br />-~
<br />
<br />SIMP$ON
<br />ST~
<br />
<br />TYP. BEARING ~ALL
<br />
<br />-
<br />
<br />HOOD COLUMN TO WOOD FLOOR ANC~OR
<br />
<br />N.T,S,
<br />
<br />INTERIOR BEARING HALL ~EADER DETAIL
<br />
<br />N.T,S.
<br />
<br />
<br />SIMPSON I.STA 18
<br />
<br />GIR.DER./BEAM
<br />
<br />:21)(41 5TUDS TYP.
<br />
<br />
<br />~- SIMPSON ~-6(FL APP.
<br />a 474,flX>)W116-ed EA,
<br />
<br />
<br />1~ @ NAILS
<br />Ii 1~' O.C.
<br />) EACH FACE
<br />
<br />SIMPSON MTT25B(FL APP.
<br />j; S03.2S)W24-1~D NAILS
<br />
<br />
<br />
<br />&IMPGa-l OOM (FL AFP,
<br />· 5e13JI)
<br />
<br />P.T. BOTTOM PLATE
<br />
<br />Sial DIA. X 7" EXP, SOL T
<br />DRILL TO MFG. SPECS.
<br />
<br />"~
<br />o~~
<br />I
<br />
<br />~ ANCl-lOR OOL T (5/5)
<br />
<br />FRAME ~ALL GIRDER/BEAM DETAIL
<br />
<br />N,T.e. (WoE TRIPLE 2X12 FOR ePAN$ LONGER TI-lAN 12' ON CENTt::R)
<br />
<br />EXTERIOR ~ALL HEADER DETAIL
<br />
<br />N.T,o,
<br />
<br />GABLE END BRACING DETAIL (WOOD FRAMING)
<br />WIND ePEED \10 MA-l, MEAN WALL HEIC;I-lT UF TO 20'.~"
<br />
<br />N.T,S.
<br />
<br />2.112' ANCHOR 60L T~
<br />
<br />
<br />2 6PF, CONeT,
<br />6RADE TOP FLATE
<br />ePLlce MIN. 4~.
<br />APART
<br />
<br />
<br />FLOOR SYSTEM
<br />
<br />
<br />2xa P,T. SILL PLATE
<br />(2 STORY ONLY)
<br />
<br />@ NAIL AT BAee ~" o,c. W/~ COM'1.
<br />
<br />@ NAIL AT TOP FLATE ~. O,C, UJ/ed COMM.
<br />
<br />@ NAIL 0F'EN1N6 PE~iMETE~ . ~l O.C. L/JIOO NAILS
<br />
<br />@ NAfL Ar ~" O.C, W/~ NAfL&
<br />
<br />@ ~TAOOER ALL VERT, JOINT6 . NAIL. 4" OC. W/~
<br />
<br /><V NO PL YUJOOD &FLICE 0 HEADER.NAIL FL YU!OOD TO
<br />HEADER W/!X;t . 4" O,C, OPENlf'..I:j& OVER 6'-el" ooE
<br />61MfOON LaTA 3" (FL APP" l~elI35>) wm.10d . EA. END Of
<br />HEADER TO JACK . ~TUD
<br />
<br />eEc eTRUCTURAL. NOTES AND NAILING
<br />5CHEDUI.E FOR Sl-lEATING DETAIl.
<br />
<br />PI.I BRACE W/10d ~ 41 C.O,
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />
<br />
<br />21X4" FRAMING~ 24" O,C,
<br />
<br />SIMPSON l-lS (TYP,)
<br />
<br />2lX4' PANEL. BLOKING @ PL. YWOOD
<br />EDGES FOR THE FIRST (4) ROv-.JS
<br />OF RAFTERS
<br />
<br />2"X4" PANEL 6LOKIN6
<br />. 48" O,C, FOR THe
<br />FIRST (4) ~ OF
<br />CEIL/NY JOfer FRa1
<br />EA END (TYPJ
<br />ATTACl-lED uv (2) I~.d
<br />TOE NAilS ~
<br />
<br />A
<br />2
<br />
<br />I
<br />
<br />B
<br />a
<br />
<br />
<br />
<br />
<br />BONO BEAM
<br />
<br />DOUBI.E TOP PLATE
<br />61M~ M6t-lA ~.s~
<br />(FL. AFP, '538,16)
<br />
<br />SIMPSON SP4 @ EA. STUD
<br />
<br />CONT. BEARING
<br />
<br />Y-JOOD STUD ~ 16' O.C. MAX.
<br />
<br />,~ VERT. IN c;a..jC,
<br />FILLED CELL
<br />DIRECTL. 'l' BELOW
<br />BEAAm
<br />
<br />
<br />2"X4i Bl.OCl<lNG
<br />@ 48" O.C.
<br />
<br />
<br />2"X4" BLOCKING
<br />i 4&1 O.C.
<br />
<br />"L.' BRACE ATTACI-4ED
<br />WllOd NAI LS @ 4'
<br />O,C, TYPICAL
<br />
<br />11.'. BRACE ATTACHED
<br />W/10d NAILS @ 4'.
<br />O.C, TYPICAL.
<br />
<br />TYPICAL BEAM TO C.M.U.
<br />
<br />VotALL CONNECTION
<br />
<br />GABLE TRUSS WEB
<br />
<br />GABLE TRUSS WEB
<br />
<br />SECTION
<br />
<br />CD
<br />
<br />SECTION
<br />
<br />([)
<br />
<br />2" 6RACE TO eXTENED AT
<br />LEAST S0% OF WEe LENUT~
<br />(eEl: TA6LI:)
<br />GABLE
<br />
<br />1/2" PL Yv-.JOOD OR 1/161
<br />
<br />2"X4" CONT. v-.J/12d @ 12"
<br />O.C.
<br />SIMPSON HS @45' O,C.
<br />
<br />SIMPSON SP4 CONN.
<br />AT EACH STUD
<br />
<br />GYMSUM WALL BOARD
<br />DOUBLE TOP PLATE
<br />
<br />STUD v-.JALL (SEE np,
<br />SECTION)
<br />
<br />CD ~
<br />
<br />SECTION
<br />
<br />~~
<br />:t:O
<br />...u
<br />-C)
<br />~z
<br />~9
<br />~~~
<br />u<~
<br />;2~-
<br />~g~
<br />11.....,
<br />
<br />
<br />~ ~~
<br />o i~
<br />tJ) i~
<br />Z -<e
<br />... '
<br />~O S~
<br />..JLLI~
<br /><(I-:
<br />...
<br />
<br />UJ~~~
<br />~~ i~
<br />
<br />zi
<br />~~
<br /><>>$
<br />
<br />
<br />(J)
<br />-J
<br />-
<br /><(
<br />I--
<br />~
<br />o<<S
<br />(J)
<br />~
<br />o
<br />:z
<br />c
<br />ex:
<br /><(
<br />~
<br /><C
<br />t-
<br />en
<br />
<br />SEAL
<br />
<br />~
<br />
<br />-
<br />~
<br />
<br />
<br /> "L" BRACING REQUEREMENT5
<br />STUD NO (I) 2"X4' (2) 2"X4" (2) 2"Xb"
<br />&PACIN6 "L" BRACE "L" BRACE "L" BRACE "L" 6RACE
<br />110" IZ)''''"- 4'-:;" 4' _:;". 8' _ "''' 8'."'''- 12'-~" 12'-0"- 1~'-~"
<br />24" IZ)'~"- 4'-~' 4'-~"- l'-0" l'-"'''- 10'-12>" 1~'-0"- 14'-~'
<br />
<br />NOTE,
<br />ilL" BRACE MUST EXTEND AT LEAST '30% OF WEB LEl'K':lTH
<br />
<br />SI-iEET No.
<br />
<br />AD-4
<br />
<br />
|