BIN B-1 PERMIT 4405 - Laserfiche WebLink

Browse Search

*DIAGONAL SPACEC AT 15'-0" O.C. MAX ~~h-- " ~/;/N~ ~I 1:;- I ~~~ - ~ -=:::: . ~ ~ '\ - '\ 6.S~ 1 I 1 , I 1 1 1 1 1 1 I 1 1 iV~ :> """ - -~) x-..;:'- -BLOCKING "- '" MINIMUM 2"x4" I '\...- CROSSBRACING (SEE PLAN FOR LOCATIONS) ::::::: - -- - -.- - - ~l ~ 0: - ~ - . . . _(3) 12d /" PER JOINT 1 I......... I ~ ~, 1--, 1 L__... I CONTINUOUS LATERAL BRACIN NAIL OVER X-BRACE AS SHOW INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR SY wi 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) NOT TO SCALE 1 1.-... I ~ -, ~ \ ~ ~ \_CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, - I 2 CROSS BRACING DETAIL (TYP ) \ S-3 ' SCALE: N.T,S. - I 2A , \ S-3 I - - G.C. TO PROVIDo;. BLOCKING TO COMPLY WI APA RECOMENDATION~ FOR SPAN RATING OF 7/16" OSB. ** ALTERNATE SPAN RATED 32/16 PLYWOOD MAYBE USED 20'-0" MAX 20'-0" MAX " CONTINUOUS ~OTTOM CHORD r BRACING 2 X L MIN. SEE DETAIL 3/S-3 1\ 1/ l'l. / E(. [)k "X" BRACE SEE DETAIL 2/S3~ a W ~ ~~ ~ ~ ~ 9~ o~ ...-I~ ~ --~ ----'" ----- ----/ / --~ -~ ~ 9 ~ o ~ t>k ----~ ----j ~ 9~ o~ ...-I~ 9 ~ o Z W CL I [)k 9 ~ 9~ ~~ 9 ~ t>K ~o.: ~ ~~ b( T--- a W a W L-TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O,C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGII\EERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING 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. I 4 \REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN \ S-V AS PER HIB 91 - REV. 7/19/03 SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIjTPl-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 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/ 2-160 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 BLOCKII'\G AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKII'\G DETAILS CONV. FRAMED RIDGE TYP. HAND FRAMING ABOV~ T,~USS-' ..- 2X4 BLOCKING MAY BE NAILED w/ MIN. 2X4 STUDS & PLATES AT 2 -0 O.C. /l BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS EACH DIRECTION TYP. U.N.O. 2X4 DIAGONAL AT 8'-0" O.C. 1\....... A NEXT TO PRE-ENG. TRUS -2x8 BLKING. NAILED @ EACH MAX & EACH END ALTERNATE ""'IIIIIl SIDE w/ (3) 12d NAILS WHEN I DIRECTION TYP.~ I REQUIRED w/ (2) USP"MTW12 L "\. I \ L W/ (14) - 10d X 11/2 EACH "7 CB~ ~ ~ - - VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/8 - 8d IN PLACE OF (4) 10d COLLAR TIE ,/- EVERY 3rd RAFTER TB BEVEL CUTS / (OPTIONAL) / ~;--2X4 SPF 2 (2) #7X 3-1/2" <( WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. D~-- l~ PRE-ENG. TRUSS / / CONT. ROOF SHEATHII'\G AT TRUSS TO, CHORD AT ALL HAND FRAMED AREAS TYP. * 2x8 #2 SPF RIDGE BEAM ** 2x6 RAFTERS @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM DIAGONAL, .... AT 8'-0" '" X - - --=~\ MAX ,. '--' 7 WOOD ~ ~ ~ TRUSS ~ I 2X4 CONT. AT) ~ T&BCHORD ~ ~ A-A ALTERNATE BLOCKING TYP. WOOD TRUSS BLOCKING DETAI~( 9\DETAIL @ INTERIOR BEARING SCALE: 3/4"=1'-0" \...S-3 } REV. 8/3/04 SCALE: 3/4"=1'-0" - - I .7 1 x x x ~ CONC.MASONRY STEEL OR WOOD BEARING SUPPORT -- "-WOOD TRUSS! PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT .... A SEE r- ~""'- PLAN ~ ~ r-PROVIDE 2X4 MIN. BLOCKING AT ROOF ~ <t OF HIP/RIDGE, TYP.BETWEEN TRUSSES SHEATHING W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 2X4 BLOCKING BETWEEN TRUSSES ~lYA TRUSS \/{, ~ SECT. A-A G.T. ADD 2X4 ALONGSID: TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ~~ / ~'~, JACK TRUSSE~ HIP G.T (2) 12D NAilS- AT 12" O.C, MAX I 2B ,HIP/RIDGE BLOCKING DETAIL \ S-3 IREV. 7/18/03 3/4"=1'-0" - ~ t8: ~ ~ 7/16" O.S.B. EA, SIDE 2X BLK'G. TO O.S,B. W / 2 - 8d EA. END ~ - J\r- - EDGE VIEW - WHEN REQ'D RECESSED PRE-CAST LINTEL 8" D BLOCK TIEBEA W/1#5 REBAR U.N.O. 1 NOTE: MAY CUT BACK 2x8 P,T. @ TOP TO ALLOW CaNT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS TO 2x8 "" I I "'J I r "'- ...J ...J I '/ ~~ I ~ ::J T 2x8 W/ (2) 16d TOE NAIl: ~/ I ~ EACH END ~ u I ;I 7/16" OSB W/6d NAILS ~ I t- o r 16" O.C. TO SIDE & TOP NAILER I ...-I 0 T 2x4 SPF CONTINUOUS BLOCKI G I f- n... ATTACHED TO 7~16" OSB W~ ::J r (2) 8d NAILS. S E DETAIL A OV I I I r x8 P.T, W/ TAPCON HW4-2 4 I (1/4"x2-3/4") @ 12" O.C. MAX I I r 10'-11%" MAX I WINDOW OR _ DOOR OPN'G (10\ DEl. @ ARCH WINDOW FRAMING \... S-3 I CMU WALL 3-17-04 SCALE: N,T.S. - PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES \ '7 AT LEAST ONE TRUSS \ SPACE 6" OVERLAP W I.J....~O:: '00::0 W I.J....I.J.... ~~~~ ~-o:::) W x~o:::o () o:::)l.J....u I- O:::OZU CL"",W<( O CL""'~f- <(0<(0 Z wO::f-z o::l.J....w W <(zo:::o '1""1 OW<(O '\.,.J w~(j)o <( f-;::zz I- 0 0<( :::Jw-w o aO::(j)~ O (j)<(z . w(j)w<(z l.L (,::Jz~B:Q <(000f- w 5<n0:::f-() 0:: o~o~:J <( l.J...."",o::UCL W""'WOCL ::J O::Of-ffi<( ()' <(...J~ ...J :::)...J .0::...J U) a(j) <( (j) 0 <(~ O::...J'- ::J~~~O:: <(0:><(0 I . , \MINIMUM (2) 16dPER JOINT\. . r ~MINIMUM 2"x4" SPF OR * SPACED AT 15'-0" MAX SYP TRUSS BRACING 3l ~ ~ ~' r",(i) ~'u~~<(CO ~~w(j) I t/) ~ ~ (II ~ g: ~ Q) c fa 0 - '0.0 u:: ...J ca.- -::> -.J ... t/) ~ a:l <i: OQ)w 0:: "C U f- E ~ - ~- ~ [ ~~/ gM~ ~j) ~~ ~~ (,::IN M~ .Iil:r-P~ ~~~g I 0::: I.J.... NN o . 00 ~Q) (j)' ~ co co CL co rt\ ~~ U")o~;::: ~CLOO J) C9-0'l<(~~ w t::l 0 I Z co f-.(j) ~ ~ ~ t::lZw <((,QM ~ (j)~Qo O:::N(,Q (/) . of-O OM'*" Z ffiz<(u w~~ii 0 w<(S:2t::l II'*", i= ~tn~z f-f-~L.U :J t::lo::Uo o::l.J....Uoo.. ...J zW~...J OOuiz 0 wO(j)S(j)l.J....zo..L.U (/) wZ(j)a:lZOO .0 Z I:::J OWi=ZO:: 1-0~w<n...JD::::;:) e" I.J....z...J~>L:5oo~ (/)I.IJ- O<(CLIW(j)D...o::.... tnw<i!t::O:::o<i!~~ C ~25~38~~cc~ <C wf->-oOf-~J: C ~3Uo:NwU~~ ~ f-O~~~a~o:i 0 8 ~ tn 8 ~ <n tnOO ii TRUSS BRACING OVERLAP @ DETAIL (TYP.) S-3 SEE 6/S- FOR CONN. 7'-0" MAX WINDOW OR _ DOOR OPN'G ~ 11\ DET. @ ARCH WINDOW FRAMING , 8-3) FRAME WALL - SCALE: N.T.S. ,~ . - - :8: ~ ~ 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W / 2 - 8d EA. END ~ - J\r- - EDGE VIEW (j) !'-C/) O-l 9-l N- L!)I ~S ~lLJ ~- L!)> ~~ >-lLJ 0:::0::: OU I-(j) Z!'- WI- >0 ~-l (3) 16d \ COMMON NAI LS(TYP) ., \\ '-HEADER PER LOCATION ~ \\/ //~, ~ // f~ /L~ ~~~ ~ ~" :/ o 7/16" OSB WI 6d NAILS @ ~ ~ ~ 16" O.C, TO SIDE & TOP NAILER ~ ~ 2x WI (2) 16d TOE NAILS ~ EACH END TYP. ~ 2x4 SPF CONTINUOUS BLOCKINGJ ATTACHED TO 7/16" OSB WI (2) 8d NAILS, SEE DETAIL ABOVE 3-17-04 SCALE: 1/2" = 1'-0" O'l o M C';'J Z o 0 co - co f- ~ ~ u\ U") ~ &~ 8 r.J') 1.J....~1 N o ~ . ~~~~Na; eM' ...J w ..... ~...J:;~f- co OI.J....o;'l:::J(3...-1 . co' r--- f- - CD (j)..::s::oU~...-I Q.~:::Jf-0'l w ...-Ioo::o::.f- U")Q.If-WO<( O'l <( CL (j) U Z 0 o o IJJ w I- ::J 0 U1 ~ r- t' ZOr-t' o>chN _..JOLO ~rcUl~ > W M IJJ - r! M t' o 0 I A I ..J M ~ U1 l.&. r- I ~ ~ ~ ~ W !l r- I- ~ ~ .1- Z o o IJJ o z W " z (jj:Q5:2 0 WI-U)U::J OZU):::!<l: aO-I> z~t:3:U) <t",wcr:~ 1..:lr1~Oa ~cr:aaO 3:0wwU <tLL --'I- cr:o~L5z O::Jcr:r.J')~ ~;;:~ocr: ~~<l:~G Z o (j) >~ ('\J (j) ~ 23- IJ) Z U...-I O~M- ('\J (j) r--- CL oM 0'l0 >M'- W...-IO , ~ o::~~ LLJ 0 ~ Z w 0 0:: <( () >-l.J....z Zf-O - <(Z- 0:: I- ZW~ (V) -(j)> CJ 0 OZo 0 t30<( Z :::JUo ...J 0 OZo:: OwO <( N I- O::~...J CL-I.J.... wO::...J - :r: 0:::3<( Z CJ wwO:: a:lII- wO - f-f-~ Of-U 0:: z:::) . ~...J >-OCL >- <(I 0:: <:0 ~t::0 ~() a.. z3U 50:::w 0 w~ <: CLZO .....J () (j)ZI 0... -<((j) ~~:::) SHEET NO. CL 0::: S-3 0 U w ~ 0 OF I 25 (j) :::J M 0 0 LAST PLOT DATE N March 11, 2005 @ DETAILS