BIN B-4 PERMIT 4310 - Laserfiche WebLink

Browse Search

DROP GABLE END TRUSS FOR O.H. GREATER THAN 12" 2X4 SPF BLOCKING @ PANEL EDGES - NAIL SHEATHING @ 4" O.c. STAGGERED w/8d Illll II 111I1 ~~ LSTAI8-STRAP J'/ <::' " BlKG. @ '" TRUSS ~ / ,~TRUSSES l v~ ~ / V 0;1/ " ./ ~ "" "'" / / "- ~ NOTCH BLOCK @ 1.1 PLA1E TOENAIL wI 3-16d ~ ~, 1" I If I 1 I I } 2x4 SPF CROSS BRACE @ 48" O.c. - NAIL w/3- 10d AT EACH END & AT CROSSING AT 45 ANGt~ CONTINUOUS 2X4 SPF SPANNING (4) TRUSS BAYS (S FT) NAILED TO 2x4 BLOCKING @ 4" O.c. w/12d & 2-12d TO CHORD ~ 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.c. MAX. ~ 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED W/8d COOLER NAILS OR 11/4" LONG DRYWALL SCREWS COMPLYING WIASTM CI002 FOR FIRST 8'-0" FROM END WALL @ 4" O.c. (TYP) I ~1 I I <:PT ~ PLATE 4 4 BAYS GABLE END BRACING w/o VOLUME CEILING SCALE: 3/4" = 1'-0" REV. 3/04/04 TH ~ "54/ ~v V........ I GABLE TRUSS / "l" BRACE W/lOd @ 4' O.c. ~ ~ (SEE SCHEDULE ON S3 FOR SIZE I ~ AND LOCATION) fS\ '-;/ ~ "~ f6\ I ''V' I l I \ I \ I I '-CONT. ~EARING I I I I I I GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION GABLE TRUSS 12 "L" BRACE W/I0d @ 4" Ole (SEE SCHEDULE ON S3 FOR SIZE AND LOCATION) ~ ~ Q r;~ I"'-- ~ ~'~ ..... ,:.i 16\ ~ I ~. '" ~ Of) N ..... ~ ~ "- '" :>b ~ ~ j ! J ~ ~ j ...- ::i I "" .~ I,' " . . -1 . . r r rI \H \ H H - ~DBL. TOP PLATE CONT. BEARING ~ usp mtw12 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION _ 2X4 LOOKOUT RAFTERS @ 24" / DC. WI"", rt16 V 2X6 BRACE NAILED C TO SIDE OF GABLE ;' . TRUSS CHORDS C 4'-0" IN LENGTH OR GREATER 10d @ 4" O.c. r.- ___1/2" x 8" A.B. '" @ 48" O.c. MIN. ~ LINTEL COURSE MASONRY WALL - (1' 'S-3 I ( ELEV III ONLY) "~ ~~ I I I I I I I I I I I I I I I I SCALE: N.T.S. ~ \;::../ ( ELEV III ONLY) ............. -'.' . ST1JDS @ 1~ usp spt24 @ EACH STUD SCALE: N.T.S. f7\ ~ 2X4 SPF BLOCKING @ PANEL EDGES - NAIL SHEATHING @ 4" O.c. STAGGERED wI Sd ~ ~P GABLE END TRUSS & LOOKOUT ~ERS FOR O.H. GREATER THAN 12" ~ 'x II I II II 1II11 / ') j , N // ~U:~'~~~";:USS _v//// /~, I"" usprtl6@ ~ ~ c I ""'- LOOKOUT RAFTERS IF APPLICABLE ~ 2X6 BRACE NAILED c , TO SIDE OF GABLE STRUCT. SHEATHING " TRUSS CHORDS ________ c 7/15" MIN. THK. - V I' 4'.0" IN LENGTH ~ c I ~ NAIL w/Sd COM. @ " OR GREATER V 3" O.c. EDGES & 6" I' "" (/ : O,c. FIELD -< "r"'# ( , V IOd @ 4" DC. I> ~. ~ " ,V GABlETRUSS "')-! TRUSS~~" NAIL TOP OF "T' ~ " '" c TO GABLE TRUSS ~o TINU.e S 2X4 SPF" c VW/2-12d & (1) ANNING (4) TRUSS j'\. ~ usp mtw12 wI VaA'yt(S FT) NAILED TO \ Cc 14-10d x 11/2" ~; :rlLOCKING @ 4" O.C. "" "- w/12d & 2jlr2d TO CHORD "" NAIL TRUSS BOTTOM I fL CHORD TO 2X4 DEAD- I I:::: 111 : : : '\.~. -mL. WOOD w/16d@4"0.C. , VJ v ~'i"'R ..P<- z: -~ d w SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS G.C. TO PROVlDt:. BLOCKING TO COMPLY W/ APA RECOMENDAnONS FOR SPAN RAnNG OF 7/16- OSB. ./ (1B\ ./ \V " ~i ...-'.:J 2x4 SPF CROSS-BRACE @ 48" O.c. - NAIL w/3- lad AT EACH END & AT CROSSING AT 45 AN~ " --~ " --- f'\. ----- ----l/ ./ --[;,i -[;,i ~ ~k [)k ~[ a z w a.. :I: [)k ~~ ~! 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.c. MAX. 1/2" MIN. DW CEILING NAILED w/5d COOLER NAILS @ 7" O.c. / NAIL DEADWOOD TO TOP PLATE w/l6d @ 4" O.c. usp Ista30 wi 14-10d @48" O.c. .. 4 BAYS .. .... ______ FRAME WALL 2x4 @ 16" O.e. (TYPICAL) GABLE END BRACING w/o VOLUME CEILING r:'\ 'S-3 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN SCALE: 3/4" = 1'-0" REV. 3/04/04 T.H. SCALE: N.T.S. TRUSS NOTES: 45^ > 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRAONG ACCORDING TO ANSI/TPl-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER 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 LATERAL BRACING SPEOFIED 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 WI 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 " V~ f'\.. MINIMUM 2"x4" I "\.....- CROSS BRACING (SEE PLAN FOR LOCATIONS) (3) 12d ~PERJ01NT ~J , ~J ~ ~CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. /1 r- 2X4 BLOCKING / I \,\EEN EA. ~U~ L I \ ~ ~ I \ ~ ' CONV. FRAMED RIDGE MAY BE NAILED wi MIN. (4) 12d WHEN IT LANDS NEXT TO PRE-ENG. TRUSS CROSS BRACING DETAIL (TYP) J 4 \ 'S-3 , 2X4 DIAGONAL AT S'-O" O.C. MAX & EACH END ALTERNATE I DIRECTION TYP. '" Z '\. r X SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING \ -; AT LEAST ONE TRUSS \ SPACE OVERLAP 6" ~""'" -- DB""""::::; B~ PRE-ENG. TRUSS I \M1N1MUM (2) 16d PER J01N1 ~~ ~7 l,NIMUM 2"x4" SPF OR SYP TRUSS BRACING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. * SPACED AT 15'-0" MAX DIAGONAL "- AT 8'-0" " MAX .."r ... IX - -- ----: ~WOOD ~ .". t- .." TRUSS lX TRUSS BRACING OVERLAP DETAIL (TYP) J 5 , S-3 \ I I X .7 I--- -1 2X4 CONT. AT T & B CHORD ~ SCALE: N.T.s. ^ x I L I j -1 ~%/~ j ~ CONe. MASONRY W/ STEEL OR WOOD % BEARING SUPPORT 1- WOOD TRUSS I SEE r-.d PLAN I ~.~ r-PROVIDE 2X4 MIN. BLOCKING AT <t. OF HIPIRIDGE, TYP.BETWEEN TRUSSES WI (2) 12D NAILS EACH END TO TRUSS TOP CHORD PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT .... A ROOF SHEATHING . TYP. . WOOD TRUSS BLOCKING DETAIL (TYP) A-A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 2X4 BLOCKING - BETWEEN TRUSSES TRUSS SCALE: N.T.S. SCALE: N.T,S. lYA SECT. A-A . A . . G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOlli IF REQ'D) I JACK TRUSSES HIP G.T (2) 12D NAILS - AT 12" O.C. MAX HIPIRIDGE BLOCKING DETAIL REV.7/1S/03 - f2b\ \.5-3 J -- 3/4"=1'-0" d w ---- -b~~ _I :::::E~ ~ ---- -r0- o I ':.t- ---- -r0- o I ----~-$- ~ 'i' ----=I-$- ~ J -r0- o I ':.t- ---- -r- OX' { ~~ Ir--- REV. 7119/03 --. -l -i d w - (3\ '5-3 I VERTICAL SCAB 2 x 6 #2 SPF 48" O.c. WI (4) lOd TOP & BOTTOM OR H5 OR HClR/LL IN PLACE OF (4) 10d COLLAR TIE ./ - EVERY 3rd RAFTER 41~ ~~) ,~! ~ ~\\ ..,. ~).. .1t~ --~ cJ z . ('oj ~ ~~ ~ ~~~i~ z x ..J-;;)'_~ ~ glJ......"" . Z co.....m W d 5~ew ....J a:..J,," ~ ~~ ~ 0.. W I- Z ~I\ 3 l.J ~ ~ i!: ~ ~~~-~ ~ i!: 8~~ ~i~ ~ ~ en ~~~ 0 ~ g ~~~ ;~ ~ ~ ~8~ ~~ i!: N -z u. ~.~ ~~~ ~i ~~~ IJ. ;:0; 0 ~~o IIlUl () ~t:~ ~~ I oaf: 00 ~za lla ~ 1:1~~ [!St: ala ffio !a~ zi!: :~:S i!:~ ~H!s . . . i ~ Q. Ii ~ o ~ /L. ~\'~~ rt~ ~u. s - 8 ::: ~ ~.~ \,Jlr 0 ~ t'-. i!j ... -<:.a lI) ~ ..... ... .a] .ooo~ V ~ Cf) 0 ~~~ ~(1j V; '7" I-< ~ I-<~ t 0;" SoO'l II r) ~ ~ ~ ~ t'-. '1jj ~ .. 7' ro ro ro....I'Q'I (lJo ~ J ~~~ ~~~-o~.~ r 1 ''-: ~ ~ 'S ~ r:; r:; ~ ~ i- UC'lCf)Uo..~ :tt: I www a:::(9u ~~~ ::)00 ~f2z BEVEL CUTS I / (OPTIONAL) ~ r 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR H5 @ 48" O.c. TB / / _"/;: 2xS #2 SPF RIDGE BEAM *-"/;: 2x6 RAFTERS @ 2'-Q"0.e. MAX. wi (3) 10d COMMON TOENAILS TO RIDE BEAM REV. 8/03/04 .- (9\ , S-3 I lC) C\I ~ o I C\I lC) I f'... ~ ~ lC) ~ \ x' Y M //~ c V-STRUCT.SHEATHING 7/15" MIN. THK. - C NAIL wjSd COM. @ c 3" O.c. EDGES & 5" O.C. FIELD c L-------GABLE TRUSS NAIL TOP OF 'T' TO GABLE TRUSS c V:W/2-12d & (1) c usp rt8A wI 10-10d x 1 1/2" : NAIL GABLE TRUSS '--- I "..... . ". . . TO PLATE w/16d @ I ~ 4" o,e. ** ALTERNATE SPAN RATED 32/16 PLYWOOD MAY BE USED 20'-0" MAX 20'-0" MAX "X- BRAC~ _~ CONnNUOUS E OTTOM CHORD DETAIL 2/Sj \ r BRACING 2 X 4 MIN. SEE DETAIL 3/S-3 f\ 1/ l\ I E( . Dk b( NOTE: L 1) SEE TRUSS MANUFACTIJRER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDmONAL PERMANENT BRACING GABLE END BRACING @ iliA T MAY BE REQUIRED 4' -0- O.C. MAX. FOR 2) -T- BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF iliE WEB. >- 0:::: o I- Z W > Z - Vl .~ ~ is ~iS~ g~ 8 1= ~~<t:tn~~~~ o~6 :;;:::;~mLJ:~wLJ:o::zl-~ ::JO'S<~zu.~zO<t:~a. 0'~~o!:yoo~ow8~ ~~~:j~g~~~~~:j ~1- ~UJ~~UJwu.l-<t: Q~w~::J ~~RO~ ~<t:> Oz r-Zo:: 0..... 0 II ~ ~ en - - .- I ~ Q) .- > +-' en Q) s.... U o o \.0 Q) ~ :J ZVl o. ..... "'0 Vl > ..... - >(0 ~ a ~ : <( 0 a.....c :E~ ~~ . Z o o \.0 VI C o '0; '> ~ Ln o o N ro $ E 2 Vl '~ ~ TYP, HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.c. EACH DIRECTION TYP. U.N.O. r- 2xS BLKING. NAILED @ EACH SIDE wI (3) 12d NAILS WHEN REQUIRED wI (2) MTS12'S .~~\) -"/;: ~/ ,,:--~~ ~'- -)f--,,/;: ~ ~ .J,7 CB...........~ l::: 1- OJ > o '"0 C <( w ~ o~ ~z u~ o SHEET NO. m 53 L() N ~ <5 ~~:T {tO~5DA TE -.J o ~ ~r-.... ~r-.... O'\~ o. \.00'\ M\.O Mr-.... - I lLM ro~ Q.CO E~ ro J- >-1- Zz <(w Z(/) w.....zz Uooo wuVi ~~z~ o8~o z8:~~ L_ ~ ~ :;[ r- we::( :r: W J: I- col-UJ (.D I- :;[ ~4 0 5 0 ~ZOI >- ?i J: (/) Q. ~ ~:::> o~~~ U:)WO:: a..zLL (/)2 .....<( J::;[ I- a: ~ o u W ::E o J: (/) :::> In o o N @