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A~~ h-~\\ II i I I I DIAGONAL SPACEC AT 15'- 0" O. C. MAX sr;- BLOCKING MINIMUM 2" x4"I "'- CROSSBRACING SEE PLAN FOR V ~ LOCATIONS)3) 12d I /- PER JOINT V 00 \ 00 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN.lCONTINUOUS LATERAL BRACIN NAIL OVER X-BRACE AS SHOW INSTALL BLKG. AT TRUSSWEBS FOR NAILING I I I Io.____~X- BRACING - 2x4 SPF OR SY wi 2-16d @ EACH TRUSS WEB I 2A \ CROSS BRACING DETAIL (TYP.) S- 3 J NOT TO SCALE 2 CROSS BRACING DETAIL ( TYP )S-3 I SCALE: N. T.S.G.C. TO PROVID~ BLOCKING TO COMPLY W/ APA RECOMENDATION~ FOR SPAN RATING OF 7/ 16" OSB.ALTERNATE SPAN RATED 32/ 16 PLYWOOD MAY BE USED 20'- 0" MAX 20'- 0" MAX X" BRACE SEE DETAIL 2/ S3\CONTINUOUS OTTOM CHORD r BRACING 2 X L MIN. SEE DETAIL 3/S-3 1/I E(. Dr<g1 v'\ S'~q t o w o ~~ f-t I\-t>K q i C)l q~ o i o Z W D... I t> K q t q~ O~ q i T--- o W ow L TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS V1ANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENTBRACING THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I AS PER HIB 91 I 4 S-3 REV. 7/ 19/03 SCALE: N.T.S.TRUSS NOTES:1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2002 TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATE.R BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERALBRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM.3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION.4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT.SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS-.CONV. FRAMED RIDGE 2X4 BLOCKING 2X4 STUDS & PLATES AT 2'- 0" O.C.l'---\\BETWEEN EA. TRUSS ~~~~; ~~li~~TW~~6~' EACH DIRECTION TYP. U.N.O. NEXT TO PRE ENG TRUS ,.-2x8 BLKING. NAILED @ EACH 2X4 DIAGONAL AT 8 -0 O.C. ..... A -. SIDE w/ (3) 12d NAILS WHENMAX & EACH END ALTERNATE I REQUIRED w/ (2) USP MTW12 IDIRECTION TYP.~ W/ (14) - 10d X 11/2" EACH 7 " I \ ~I ~ ~ I \ X' ~~~VERTICAL SCAB 2 x 6 #2 SPF 48" O.C.W/ (4) 10d TOP &BOTTOM OR USP RTl OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE 1- EVERY 3rd RAFTER 0 BLOCK TI EBEA 1/ 1# 5 REBAR U.N.O.1 NOTE: MAY CUT BACK 2x8 P. T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON I ANCHORS TO 2x8 TB BEVEL CUTS V-( OPTIONAL) 2X4 SPF 2 (2) # 7X 3-1/2"WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C.D s--=::;:--PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TO,CHORD AT ALL HAND FRAMED AREAS TYP.DIAGONAL "- AT 8'- 0" .............MAX 7-L,2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS @ 2'-0"0.C.MAX. w/ ( 3) 10d COMMON TOENAILS TO RIDE BEAM X -f-~~WOOD L, 7 TRUSS X I X X X I I j - LWOOD TRUSS! ... l' ~'tig~~ R~J ~PROVIDE BLOCKING AT ALL TRUSS BEARING ""lIIII A W SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT _ A-A ALTERNATE BLOCKING TYP. WOOD TRUSS BLOCKING DETAI~( 9 ,DETAIL @ INTERIOR BEARING SCALE: 3/4"= 1'-0" ~ REV. 8/3/04 SCALE: 3/4"=1'-0"CONC. MASONRY STEEL OR WOOD BEARING SUPPORT SEE ~~~~F pU\ r ~, "EATHING 2X4 BLOCKING BETWEEN TRUSSES l J 3:J u t-o 1 o f- D...J SECT. A-A G.T.ADD 2X4 ALONGSI ..-TOP CHORD WHEN REQ' D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN ( EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT ct OF HIP/ RIDGE, TYP. BETWEEN TRUSSE~ WI (2) 120 NAILS EACH END TO TRUSS TOP CHORD TYP.VA A' JACK TRUSSES 2) 12D NAIL AT 12" O.C. MAX TRUSS HIP G.T I 2B , HIP fRIDGE BLOCKING DETAIL S-3 JREV. 7/18/03 3/4"=1'- 0"Jv--EDGE VIEW 7/16" O. S.B.EA. SIDE 2X BLK' G. TO O.S.B. W/ 2 - 8d EA. END WHEN REQ' D RECESSED PRE-CAST LINTEL I I I I I I I I I I I I I I I I I I I I I I I I I I I PRE-ENGINEERED\OVERLAP TRUSS BRACING 6"WOOD TRUSSES AT LEAST ONE TRUSS SPACE W LL~ O::00:: 0 W lL. LL f- w '-- o~z O~W x~ o:: o U O~ LLU O:: OzU D...""" w<( O D...""'~ f- 0<( 0 Z wO:: f-z O:::LLW W <(zo::o fr'l OW<(O J W~(/) o f-<( zzL- of-o<(0.- :: Jw-w oo::(/)"""Z "'" . o ~(/)W<(Z LL <.;;lZ~ B:Q 000f- W bViO:: f-<J 0:: 0~0~::: J LL""" ii:UD...W""' WOD...0:: 01-05<(a <(-- Jz ...J J-.O::... J j) o(/) <( (/) 0 ~<(O::... J........Jw-! oJ>~zo::0)<( 0 OVERLAP I. .MINIMUM ( 2) 16d PER JOIN\ J'-MINIMUM 2"x4" SPFORSPACEDAT15' 0" MAX SYPTRUSSBRACING r,,03 ~ ~ <( (Q CJ: ~ I tI) 0 0 J) caif~ Q,) c @ 0 OJ) u: -- J ca.- - ..... J b::~ < t O ...., W 0::C Uf-E (7') ~t3 J0') U:QIjJ ~i2 ~~l N 0') "i z0') 0') 0 rr~"- (+1 <( -- J 0') 0')0:: lL. N N o '00 cooo D... COCO lJI-) If) 0 r-:.. r-:.iD... 00J:) ~ m <( " i "i W <.;; l 0 I Z co f-.(/) ~ ~ ~ lZw <fDrl ~ Qo O::NfD CI)of-O O.-l~ Z ffiz<( u w~f8Lt 0 w<(S:2<.;; l II~. i=tn~ z f- 1-... JLl.I : J l 0:: U 0 0:: LL I.i. Q. ..I zwl5:--J OOLUZ0w0 (/) ::; (/) lL. Z c.. UJ en wZ(/)enZOO ~ C ZI~zwQ:: Ji=zo::I- 0 <:I: I(/)<( 0:: :=:J e"OLLz-..Jf-:> wOOlXl Vi D...IW(/)D...o::...; LU t?W~!:::O::O~lXl...JC w<.;;lO:: 3:0')Zo:: 'Ll. I _enO~ o<(~c(c( .....Wf->-OOf-... J:t: C 3~o::NwU~~ ~f-00::~~0~o:i 0 2~tn8~VitnDD LiTRUSS BRACING OVERLAP3DETAIL (TY~S-3 SCALE: N.T.S.Jv- r-Z 7/16" O.S.B.EA. SIDE 2X BLK'G.TO O.S.B.W / 2 - 8d EA. END I~2,8WI (2) 16d ~EACH END ~7/ 16" OSB WI 6d NAILS ~~16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKI G ATTACHED TO 7/ 16" OSB W/2) 8d NAILS. SEE DETAIL ABOV x8 P.T. WI TAPCON HW4- 2 4 1/4"x2-3/ 4") @ 12" O.C. MAX UV-EDGE VIEW oo(/)a-NI LQ3 1'-l. JJ L.()I-0:::o:::() 000 I-~z~wI-0 SEE 6/S-FOR CONN.3) 16J COMMON \NAI LS(TYP)HEADER PER LOCATION ---... \\ J v;0(;/ /~///~ ~""/ tfP~6" aSB WI 6d NAILS.':~~~ 1\\ 16" O. C. TO SIDE & TOP NAILER' f 2xWI (2) 16d TOE NAILS ~ EACH END TYP. ~ 2x4 SPF CONTINUOUS BLOCKINGJ ATTACHED TO 7/16" OSB WI 2) 8d NAILS. SEE DETAIL ABOVE 10'-11%" MAX WINDOW OR DOOR OPN'G iO\ DET. @ ARCH WINDOW FRAMIN( S-W CMU WALL 3-17-04 SCALE: N.T.S.7'-0" MAX WINDOW OR DOOR OPN'G I 11\ DET. @ ARCH WINDOW FRAMING FRAME WALL 3-17-04 SCALE: 1/ 2" = 1'-0" O"l o 0')N o Z co 0 O? ~f- b(/)~8 iffi~~ ~j) 0 g L1: ~1 N m 0')0 If)<.;;l' li .-1 NZ '"" w~ s;:c 0') , ...J W ~J~~ f- co o LL 00 ::) <(.-1 ~I-Uc. ovi co I"- U u: .-1 6.0~ i= m w10 " i 0:: 0:: . ~If)Q.II- WO "'-m<( D...(/) UZ 0W:::::::~:;:;~::::::~:o o IJ)W I-J 0 zU1~~ ocir-~I t\ 1 U1 .J C' InI] 0 I IJ) ID 5 W M IJ)0:: ~to[Y] I Q. I .J M Ul U. ....I- ~ ro tUlc. I W ....1-Z o o IJ) o Z ~ j) c.;J 0 r:- Wf-(/)W:::Joz(/):::!< l:OO-I>z~ I::: 3:(/)l:NWCl:~ c.;Jorl~ OO Cl:OoO 3: 0wWU LL -If-Cl: O~L'5z O::: JCl:(/)i!: WOCl:I (/) G: Z:: J f--< l:< l: U C\ JCf) l!) Z C\JO Cf)w 0::: z zo 0 Vilf) If)- O 0>........w........ w'""0:: 00::,""U.-1u........ f-........f- 0')0') <(en iD... lf)<::c.ooc.o'-.0')........0')<(10.- 10 w ~0 W0 0::Z U >-LLZ zf-O z-ZW~ 0:: 0 oZo V) t30<( z ~uo 0 oz- oWO::: 0 ~ o:: r= S o...- LL wO::... J0 (\ J :r: 0::3:<( 0wwO:: I- enII-W - f- I-~j) Ol-U 0:: z::) .t: - >-OD... 0:: >- <( I 0::Z ~!::: O z3:U Z co 0.. ::so::W t: 0w~D... zO JU (/) ZI 0... -<((/)2:~SHEET NO. D... 0::8- 3 0 U w 0 OF I 25 ~0') 0 0 LAST PLOT DATE N March 11, 2005 @ DETAILS