|
<br />20'-0" MAX r........... 20'-0" MAX
<br />"'" THIS IS A DANGEROUS CONDITION
<br />"X" BRACE SEE l.. "'. -GONT. BOTTOM CO;?D BRACING I"X4" MIN.
<br />DET. J/S3 _ r--SHEATHiNG FIG, 1
<br />V
<br />~ G ViCOI"f'RESSION f1EBS,
<br />/ 1\ ~ ill BEfORE AND AFTeR ____
<br />1\ ~ - - - -~ ' . 1\ ,\
<br />~ k ~ ~ ~ I I I ~KLI~.
<br />
<br />_ _ _ _ <<"",' ~'\..""~ .'\.'"''
<br />b I I I "-..:.-CONTINlJOJ5 LATERAL BRAC.1N6
<br />I USE METHOD SHO~ IN
<br />_ _ _ _ -----.! II I J / (GlB) MAINTAINS 5f'AGI~, M
<br />'J / PERMITS LATERAl EJlJGKLING FiG. 2A OR 2B
<br />, OF ALL f1EB MEM3fRS AT
<br />
<br />jilllllllllll} THESN1ETI~.
<br />
<br />~BEARi~ FOR TRlJSSES
<br />
<br />~
<br />
<br />I
<br />
<br />c ---,
<br />r ~
<br />'/ L
<br />T~
<br />ly~
<br />/ ~~
<br />
<br />()
<br />I
<br />~
<br />----~
<br />
<br />ill )>
<br />ill 't
<br />~ ()
<br />\!) ~
<br />-----
<br />
<br />[>k
<br />
<br />I
<br />I
<br />I
<br />
<br />D
<br />z
<br />ill
<br />D...
<br />X
<br />
<br /> [>k V
<br />\ Q~
<br /> t>K/ gi
<br />\
<br />\.
<br /> "-vV ,~
<br /> L1-
<br />
<br />9~ .
<br />r--- :>:~
<br />
<br />ill
<br />
<br />()
<br />-'
<br />'t
<br />
<br />/
<br />
<br />,?(
<br />
<br />NOIE,
<br />I) SEE TRlJS5 MANUFACTURER'5 TRlJS5 ENGINEERING TOP 4 OOTTOM CORD
<br />CUT 5HEET5 FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING 0
<br />1l1AT MY BE REGlIJIRED 4'-0" O.C. MAX. FOR
<br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROY'6 OF TRU5SE5
<br />BRACING PROVIDED IT EX1CND5 OVER AT LEAST <10% OF TI-fE Y'lEB.
<br />
<br />lYlQUIRBD MIN. PERMANENT TRUSS B~~I',,"~4V
<br />u,pOHAIL\ "
<br />
<br />.}
<br />
<br />BRAGING
<br />HITH (2) laD x 3'
<br />AT EAGH JOINL..I
<br />
<br />J
<br />
<br />
<br />/
<br />
<br />4-
<br />,
<br />
<br />TOP OF TRUSS
<br />BOTTOM GHORD
<br />
<br />RAT RUN LAP SPUCE DErAIL
<br />
<br />'<OALE, ",'.<1',," ~
<br />
<br />F,\STNDARD 5IHT )(-REf\TR1F.>S ElRN-ING'PERI-'ANENT TR1F.>S EJAAC.E.Dr<<:>
<br />
<br />(ENCLOSED, 120 MPH, 3 SEC GUST, 2.5/12 TO 6.C\/12 PITCH, EXPOSURE B, 1=1.0)
<br />
<br />TRIBUTARY ROOF COVERI NGS END lONE INTERIOR lONE
<br />AAf.A (fT2) YV\LL OVERHANG YV\LL OVERHANG
<br />10 14.C\ -50.1 26.0 -35.0 -12.0 26.0 -28.0 26.0 -48.3
<br />30 13.6 -45.4 24.5 -32.0 - 6C\ .3 24.5 -21.0 24.5 -4(;.3
<br />100 10.5 -34.1 22.5 -28.1 -50.1 22.5 -25.4 22.5 -48.3
<br />
<br />NOTES:
<br />I. FOR EffEC,TIVE N<fA OR VlIND 5FffD5 ElfTI'ftN TH05E GIvt:N THE LOAD MAl' BE INTERPOI.AlID, O~ISf
<br />U5f nE LOAD ASSOC,IAlID ~TH TIE LOYfR EffEC,TIVE N<fA.
<br />
<br />2. TABlE V ALlB 5HAU.. BE AD...lJS lID FOR HEIGHT AND E.l<PO'::.(Rf BY t-U. T1PL ,(ING BY AD...lJS lM}(T
<br />GOEFfI~IENTS IN TABlE 1606.20 OF TIE A..ORIDA OOILVIN6 CODE 2001.
<br />
<br />3. PLU5 AND MIt{)5 SIGNS SIGNIF'r' f'RE5SI.RE5 AC.TIN6 TOl'IARD AND N1Al' FROM THE OOILVING 5lRFAGE5.
<br />
<br />4. · FROM Ff3C, TABLE 1606.28.
<br />
<br />5. ALl GOHPONENTS DE5IG~ TO MEET OR EXaED f'RESSI.RE ABOVE BY DELEGAlID ENGINEER AS A
<br />GONDlnON OF THI5 SIGN AND SEAL. AND IN GOI-f'lIANGE ~TH 5fC,TlON 6IGI530-006, DEl...E6A11: ENGINEER HJ5T
<br />FORl'\ARl) ~ATlON TO Sfl FOR RfYl6'l
<br />
<br />COMPONENT & ClADDING DF8IGN PRESSURE 020 ~
<br />F:\5TANDARV SHEET X-REfWTE5\GQMPONENT5 AND GLADDING 120 ENGL05ED.Dr<<;, -~
<br />
<br />(N 2X6 OR LARGER SP #2 OR SPF #11#2 VALLEY RAF1ER
<br />(6) 2><4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3')
<br />(C) 2X4 SP OR SPF #3 CRIPPLE (}lAX HEIGHT 6'-3')
<br />(D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER
<br />
<br />NOTE, RIDGE RAF1ER (D) MUST NOT BE OF LESS SIZE THAN
<br />l1V\T OF VALLEY RAFTER (N.
<br />
<br />NOTE, REFER TO VALLEY DETAil VALTRlJ550MQ FOR
<br />SlJPPORTING TRl.I5S BRACING DETAILS.
<br />
<br />(6), (C) MAX HEIGHT Y'lITH IX4 'T" BRACE 15 Q'-IO".
<br />
<br />(6), (C) MAX HEIGHT Y'lITH 2><4 "T' BRACE IS 11'-2'.
<br />
<br />FOR IX4 AND 2><4 "T' BRACING, BRACE TO BE SAME GRADE AS CRIPPLE.
<br />FASTEN IX4 'T" BRACE TO CRIPPLE Y'lITH ed NAILS AT 4" oc..
<br />FASTEN 2X4 'T' BRACE TO CRIPPLE Y'lJTH 16d NAilS AT 4' oc..
<br />
<br />r--SHEATHlNG ~
<br />V;COI"f'RESSION r1EB. ~ "
<br />SlOPING OR YERTI~Al, /"....,;;r /" \ ~"~ '....':. f::2.~
<br />APPROX~ ~ ORr1EBNEEDI~ I~./ ~t'>.. t'", '-~ ~/ ~~
<br />4Xleg.--. Xk BRAC.I~. ~ ~ ~ ~ ~ '-\-.... ~ .p9' Y I --T A
<br />'( "i;:,:. -- i--. /" ....,;;r ./ '- \ I ~
<br />
<br />c.LJ3!Y ~"''''''''' ]~ "''< ------r-----~ ~ ~ p ~
<br />
<br />"~ 2X4 113 OR STUD 0RAVE ooR NAilED _______ ~ \ /
<br />TO OPPOSITE SIDE OF HEB AM) -----JJ
<br />REPEA TED AT 20 FOOT
<br />INTERVALS TO RESJST LATERAL HOVEMENT.
<br />ATTAGH TO ~BS ~TH (3) IOd
<br />COMMON NAilS.
<br />
<br />FIG. 2A
<br />
<br />TO PREVENT THIS
<br />FAIWRE, ~
<br />OR RESTRAIN THE
<br />LA ITRAL BRAGING!
<br />
<br />DIAiSONAl BRAc.E RESTRAINT (ooR)
<br />~THIN THE UNIT !3A 4 35J
<br />
<br />GElliNG ~
<br />
<br />
<br />DBR MA,( TRAVERSE MORE THA.... THO /
<br />l1<1JSSES, DEPENDING ON TR1JSS HEI0HT.--1
<br />
<br />THE DRAliI~ ElfLOVl (FIG. 35) SHOY6 f-tlVl TO RESTRAIN THE
<br />CONTINlJOJ5 LAITRAL BRAGING (GlB - ~~)
<br />THE DIAGONAl
<br />BRAC.E RESTRAiNT (ooR - f.:;:;:;:;:;::t) MEM6E:RS ARE 2X4~,
<br />THE END:. OF rf1IGH ARE ATTAGHED TO TOP 4 BOTTOM
<br />GHORDS. THE DIAGONAl BRAC.E MA,( BE ATTAGHED DiREGTl'( TO
<br />THE GLB OR TO THE fi:B OPPOSITE THE c.LJ3. USE THE SN1E
<br />NAILING SHO~ IN FIG. 3A.
<br />
<br />r;) IOd NAilS TYPIGAl r;) 16d TOENAilS 1YPIGAl
<br />r2'X4' 'X' BRAC.E ATTAGHED 2"X4' 'X' BRAGE ATTAGHED
<br />I DIRff,Tll' TO TRUSS rEB I DIREGTll' TO TRUSS c.HORD
<br />
<br />
<br />
<br />'~A~ ~/
<br />,/ t\'L ~ V~
<br />
<br />t ~ ~
<br />
<br />ri3) IOd NAilS TYPIGAL
<br />
<br />I r2'X4' "X' BRAc.E ATTAGHED
<br />I DIREG Tl '( TO TRUSS sc.AB
<br />
<br />
<br />~ ! #1
<br />,v
<br />~"
<br />
<br />~
<br />~
<br />ip
<br />
<br />lNT. RAT RUN
<br />
<br />lNT. RAT RUN
<br />
<br />=l >--<
<br />) , ;u \~N~RATRUN ~
<br />'-2')(4' sc.AB W (3) IOd
<br />TOP A.V BOT.
<br />4'RE-ENGINEERED VOOD
<br />TRlJSSES 0 24' O/G
<br />
<br />-ENGINEEREV rroo
<br />TRlhSE5 /I 24' O/G
<br />
<br />-ENGINEERED rooD
<br />TRUSSES /I 24' O/G
<br />
<br />OPTION 1
<br />
<br />OPTION 2
<br />
<br />OPTION 3
<br />
<br />'N011:, 'x' EJAAC.E TO BE FASTElf:D TO YERTIGAI.. sc.AB OR lti3 W (3) 1Oc.bd' NAILS AT EJGH mbS
<br />
<br />T BRACE DErAIlS
<br />
<br />'<OALE,",'<I',,' @
<br />
<br />F. \S TNDARD 5IffT X-REf\ TR1F.>S EJRIoGING\X-flRAC,ING
<br />
<br />4" SLAB ~TH 6x6 1'i1.4><HIA ~
<br />
<br />
<br />j! ",,~~';-~.""""-"'-'~':'
<br />
<br />= r /~~~~ ~~ ':. ~ :~ . " ~~~~"f.'=
<br />'t /,( /( .f" ". :.v//~/d'/ 9
<br />~,' '-" . j' . ~ ~,~,~ =-
<br />//~ /" ''/ .... ')./ /"Y';,,'/
<br />ij ~'~)0 '''~''Y.J"^''<<''<{.''
<br />GlEAN TREAlID FILL V..
<br />c.oMPAGTED TO '15% MODIFIED"'" Cl." 1'_0"
<br />PROGTOR PER ASTM DI551 _ (.J
<br />6-Mll VAPOR BARRIER
<br />
<br />GRADE
<br />
<br />~
<br />I
<br />
<br />=-
<br />
<br />(2) 115 WNTIM.JO.h
<br />ON 3' GHAIRS
<br />
<br />1r WIDE TIllCKENED SLAB DETAIL
<br />F:\5TANDARV SHEET X-REF\fO.JNDATION DETAIL5\I2 "IDE T1iIGKENEV MONO sc.ALE,
<br />
<br />'<I".(ID
<br />
<br />(2) rOd NAilS, TOE-NAilED TI1RU
<br />CRIPPLE INTO RIDGE BOARD
<br />
<br />~ ~\~-(3) IOd NAILS
<br />---- \L(D~) ~ ,.-{3) IOd TOENAilS COMl'1ON
<br />\ 'TO BLoc.K 1Rl.iS5E5
<br />~~) IOd NAilS AT 24' oc.
<br />
<br />,(G) (6)..... ~2.)(4. BLoc.K W (3)
<br />4'0' TYP. i'(6) IOd TOENAil EAV~EY
<br />RAF1ECC.
<br />L ILl I L (2) 16dl NAilS, Td:-NAI~ICALJ
<br />RiDGE
<br />RATED SHEATHING CONNECTED TO RAF1ER
<br />TRU5S ToP CHORD5 PER SPECIFICATIONS
<br />(3) 16d NAilS, TOE-NAilED TI1RU
<br />CRIPPLE INTO TRl.I5S TOP CHORD
<br />
<br />TOP CHORD OF TRl.I5S BENEATH VALLEY SET MJST BE BRACED Y'lITH
<br />PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24' O.C. OR
<br />VALLEY SPACING AS SPECIFIED ON TI-fE ENGINEER'5 SEALED DESIGN
<br />FOR THE SUPPORTING TRl.I5S.
<br />
<br />(2) 16d NAilS,
<br />TOE-NAILED
<br />
<br />PARTIAL FRAMING P\...AN
<br />
<br />/
<br />
<br />L~
<br />/ I"-.
<br />/ "-
<br />"-
<br />'"
<br />1""-
<br />
<br />V
<br />/
<br />
<br />v
<br />
<br />~
<br />'\
<br />\
<br />\
<br />
<br />INSTALL 2"x4" CROSS BRACING 0 RIDGE AND
<br />4'-0' MAX, W (3) 16dx 3 1/2" NAILS 0 EACH
<br />INTERSECTING MEMBER HHEN TRlJSS IS
<br />EXPOSED TO HIND,
<br />
<br />Ml'1ON TRUSSE5 AT 24' oc.
<br />
<br />F.\STANDARD Sl-EfT )(-REf\TR1F.>S ElRN-ING~NV.YALLE'r'.D1'6
<br />
<br />~
<br />~
<br />
<br />FIG. 2B
<br />
<br />EXAMPLE TRlhSE5
<br />
<br />AREA:
<br />LIVING: 1211 S.F.
<br />GARAGE: 400 S,F.
<br />PORCH: 128 S,F
<br />TOTAL: 113G1 S,F,
<br />
<br />(/)
<br />Z
<br />o
<br />(/)
<br />Gj
<br />0:::
<br />
<br /> <:.)
<br />~ ~
<br />en
<br />64 z
<br />~
<br /> ~ ~
<br /> ~
<br /> ~ - ~
<br /> I ~ 1
<br /> CF) ~
<br /> - ~
<br /> S-' .....
<br /> 'D
<br /> ~ .....
<br /> ~
<br /> ~
<br /> CF)
<br />
<br />ANClIORAOB AND RF3TRAINr OF lATERAL BRACING
<br />
<br />sc.AlE, N.T5.=I'-o'
<br />
<br />F.\STANDARD SfffT )(-REf\mJSS ElRN-ING\LATIRAL BRAC.INGlMS
<br />
<br />.}
<br />,
<br />
<br /> ~~ml\
<br />.
<br />, . , +
<br /> J
<br /> V
<br />
<br />~ \ -*
<br />
<br />(3) 16d NAll5'~ (~) ~ ~ ,\ (3) 16d
<br />TOE-NAilED !:3f.'~",,_>' /' I "\\ I '- NAILS, TOE-NAILED
<br />SHEATHING ~ (N I//"*
<br />(3) 16d /'~v ~ "'GIRDER I GABLE
<br />NAilS, TOE-NAILED ~ h~
<br />
<br />~~~J<~M~~~ING ~ CONVFNI'IONAILY FRAMFD VAILBY DHfAIL
<br />.......... SGAlE, N.T5.=I'-o'
<br />
<br />2'X4' MiN. BRAGING
<br />~TH (2) IOD X 3'
<br />AT EAGH JOINT-"
<br />
<br />TOP OF mJSS
<br />BOTTOM GHORD
<br />
<br />RAT RUN LAP SPUCE DErAIL
<br />
<br />'<OAlENT.5.<I'''' ~
<br />
<br />F.\sTNDARD SfftT )(-REf\mbS ElRAC.ING\RAT RUN LAP.Dr<<:>
<br />
<br />NOn:,
<br />
<br />Zill
<br />~~
<br />- D...
<br />~~
<br />
<br />PARTITIONS DESIGNED TO RESIST A
<br />LATERAL liVE LOAD NOT lESS THAN 5
<br />PSf AM) IF SHEA T\fl) W LATH. L-
<br />PLASTER. DEfLfC,TlON AT THIS LOAD I .;
<br />SHALL NOT EXCffD lJ36O. I ~/ R .'\.
<br />
<br />F~~R~ I ~~2) 16d TOENAilS ON SAM: SIDE
<br />
<br />2')(4' MIN. S1W 0RAVE OR r
<br />BEllR STWS 0 24' O/G MAX~ - r- INGlE 2'x TOP PLA11:
<br />
<br />3/16'x3' T APCONS OR ~
<br />APPROVED AL TERNA11: II I'- ) 16d TOENAILS STUD TO PLATE
<br />32' O/G Tl'P1GAL~ '
<br />-MIL VAPOR BARRIER
<br />2')(4' MiN. PT, PLATE
<br />
<br />3 1/2' MiN. SLAB ~TH 6X6 0011:,
<br />Vl1.4><H1.4 rw= OR FII3ERl"C~ ~ Sll-PSON PDPrL 300 POVIDER
<br />I'....... ~ AGTUATED FASTENERS ~TH 11/2'
<br />GlEANTREAlIDFllL....",....~~:-- f :...:,.' ,..-.-1"",...EJv'8EDMENTSPAGED AT 24'O/G MAX.
<br />COMPAGTED TO 'l5% MODIFIED 'y,,',,'; ~'( MAY BE USED IN liB! OF TAPGONS
<br />PROGTOR PER AS11'1 DI55l--~~~~~
<br />
<br />~/~~~~
<br />'/~'P~
<br />TYPICAL INTERIOR NON-BEARINO' WALL SECI10N ~
<br />~
<br />
<br />F:\5TANDARD SHEET X-REF\fRAME V'lALL SEC.TION5\NON-l:3R6 506
<br />
<br />~
<br />-fi'H'H'H'H
<br />-fi MINIMUM 2"X4" VALLEY A}
<br />-0 FRAMING REQlJ7RED V
<br />~ '-0 ,} -<} "'" '-Q'}
<br />-Q ~ D~,- ~
<br />~ )- -)/ ~ }~,
<br />~-K--K-K-~
<br />
<br />~ ed COMl'1ON NAILS 0
<br />3' OIC EDGES AND 3"
<br />OIC FIELD
<br />NOIE,
<br />I) SEE STRUGTVRAL NOlES FOR SHEATHING SPECIFICATIONS
<br />2) END JOINTS Of TI-fE SHEATHIN6 TO BE STA66ERED AND Occ.uR
<br />OVER FRAMING. PROVIDE PL Y/'lOOD CLIPS (I EACH JOINT
<br />ROOF DIAPHRAOM NAILlNG SCHEDULE@-I
<br />SGALE, N.T5.=I'-o' 64
<br />F,\STAVARD Sl-EfT X-REf\11<1OS ElRN-1N6\ROOF NAILlN6
<br />
<br />= ed COMl'1ON
<br />NAILS 0 6" OIC EDGE5 AND 6"
<br />OIC FIELD
<br />
<br /><::>
<br />....
<br />....
<br />i ~ i
<br />""~d
<br />..... o. ~
<br />~ z .
<br />~ . ~
<br />~~~~
<br />~a:~~
<br />~d~l'>-<
<br />-<~p.,z
<br />~~;~
<br />$ ~ ~
<br />.... ~
<br />i ~ ~
<br />-g~
<br />~ E-< ~
<br />if
<br />
<br />~ - !i)UJ
<br />
<br />~Jg~~~ m~ ~~~
<br />~1r~~@~Q ~~~ ~~~
<br />~~Sg~~~ <~~ ~~~
<br />~~~Q~~5 ~~~~ ~~~
<br />~~~~~~~ ~~~~ ~~~
<br />~~n~ .~~ !i)~sg ~~~
<br />~~~~~~~ ~~~~ 2~1:
<br />~~~t~~!i) ~<~~ ~~~
<br />~~~~Q~0 i~ ~~~
<br />~~~~~l~ Id~ Ih
<br />~hl~~i ~~dt~:;
<br />
<br />~' ....' .
<br />\
<br />. ..l
<br />I
<br />\
<br />I
<br />
<br /> ...J
<br /> U.
<br /> ~ 0
<br />ill Z "j
<br />(/) :J
<br />:J 0 ~
<br />0 0
<br />:r: 0
<br />0 0 C)
<br />ill (/)
<br />a. ~ ~
<br />(/) a.
<br /> ...J
<br /> ill
<br /> Z
<br /> ~
<br /> Z
<br /> 0
<br /> 0:::
<br /> >-
<br /> ~
<br /> >-
<br /> ~ CO
<br /> 0
<br /> ~ ill
<br /> CO Z
<br /> , . (9
<br /> ill
<br /> ~ (/)
<br /> ill
<br /> 0 0
<br />SHEET
<br />54
<br />
<br />
|