BIN B-4 PERMIT 4316 - Laserfiche WebLink

Browse Search

.--PROVIDE 2X4 MIN. BLOCKING AT SEE r-- AK:OOF J~ <t OF HIP/RIDGE, TYP.BETWEEN TRUSSES PLANI ~ ~ SHEATHING WI (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 2X4 BLOCKI NG- BETWEEN TRUSSES *DIAGONAL SPACED AT 15'-0" O.C. MAX =-- ~-' " hN~ ~I ,/ ~ ~~'\ ~ \- - _:-) X-;-- BLOCKING ~'6~ :) , ~ "- ~ MINIMUM 2"x4" I '\..... CROSSBRACING (SEE PLAN FOR LOCATIONS) - '\ :::::: - - . -- - - . -,- ;- ,; /; ~ - - I - '- - 1 - - -. 1 , --- 1 -. -_ 1 --. ,~~ - I - '\ - - - - 1 1 V~ . . (3) 12d VPER JOINT 1--1 CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS FOR NAILING 00'\ 00 t:< ~CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) NOT TO SCALE - - (2A \ \.. 5-3 I .- I 2 \ S-3 ,CROSS BRACING DETAIL (TYP ) I SCALE: N.T.S. - G.C. TO PROVIDE BLOCKING TO COMPLY WI APA RECOMENDATIONS 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 CONTINUOUS BOTTOM CHORD DETAIL 2/S3-~ r BRACING 2 X 4 MIN. SEE DETAIL 3/S-3 ~ \ / ~ \k / E( , - - - - I'X . /' 5' I~~ <;t f2B'\/ \23l ~ Vt'\ A /' 1'\ 1- ~ --~ ----'" ----- ----V --~ -~ I~ i-- C?b< o~ '""" C?~ ~~ ---- C? ~ ---- q ----~ ~ ~ q ~ <;t 5' ---- <;t 5' <;t ---- 5' ~o.: ~~ T--- <;t 0- W >k ~~ o z W n... I >k / b( >k 0- W L TOP & BOTTOM CHORD GABLE END BRAClr--G @ 4'-0" O.C. MAX, FOR FIRST (4) ROWS OF TRUSSES I 4 \ 5-3 NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRAClr--G THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PER\11ANENT BRACI~G PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. ,REQUIRED MINIMUM PERMANENT TRUSS BRACING PLt N I AS PER HIB 91 REV. 7/19/03 SCALE: N,T.S. TFIUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING 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 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 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 lYP. TRUSS BLOCKIr\G DETAILS TYP. HAND FRAMING ABOVE TRUSS--, CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED wi MIN. EACH DIRECTION TYP. U.N.O. (4) 12d WHEN IT LANDS NEXT TO PRE-ENG. TRUS -2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED wi (2) USP MTW12 W/ (14) - 10d X 11/2" EACH /1.-2X4 BLOCKING \\BETWEEN EA. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. ..... A MAX & EACH END ALTERNATE I DIRECTION TYP.~ I .7 '\. I \ L I ~ ~~ \ X ' 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 .~ 11\ \ I"......"",~V r-'-~~ ~ ~~ ~~ * f- L-** ~ COLLAR TIE />- EVERY 3rd RAFTER BEVEL CUTS V- (OPTIONAL) / ~~ '~2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. TB D~-- ~7 / PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOr CHORD AT ALL HAND FRAMED AREAS TYP. / DIAGONAL...... AT 8'-0" "'" MAX '7 4!. * 2x8 #2 SPF RIDGE BEAM ** 2x6 RAFTERS @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM - - .. X -,--- ....... --~WOOD '- " ,...., ~ TRUSS X / ~~ .ig~6R~J ~ __ A-A ALTERNATE BLOCKING 9 ,DETAIL @ INTERIOR BEARING , S-~ REV. 8/3/04 - I >- l x x I .7 -I "'A CONC. MASONRY STEEL OR WOOD BEARING SUPPORT x -- '-WOOD TRUSS! PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 3/4"-1'-0" SCALE: 3/4"=1'-0" SECT. A-A ~I!A TRUSS ~~ ~~ ~ / ~ 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 TRUSSES (2) 12D NAIL AT 12" O.C. MAX - I 2B ,HIP fRIDGE BLOCKING DETAIL , S-3 IREV. 7/18/03 3/4"=1'-0" - -A.r - ~ g ~ 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W / 2 - 8d EA. END - -A.r - EDGE VIEW - WHEN REQ'D RECESSED PRE-CAST LINTEL 8" D BLOCK TIEBEAM_ W/ 1#5 REBAR U.N.O. ~ NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS TO 2x8 -l -l <l: ~ :::) ~ u t:- O ..-1 o l- n... :::) I I I "" 1""1 "'- >/ //~ ~/.f:/ ~~W/(2)16dTOENAIL~~ : .78 EACH END ilL ~:7 /16" OSB W/ 6d NAILS @ ~~ 16" O.C. TO SIDE & TOP NAILER ~ 2x4 SPF CONTINUOUS BLOCKII\ ATTACHED TO 7/16" OSB WI (2) 8d NAILS. SEE DETAIL ABOVE I I I I I I I I I x8 P.T. W/ TAPCON HW4-23 (1/4"x2-3/4") @ 12" O.C. MAX I 1 I I I I I I I I I I I SCALE: N.T.S. PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES \ AT LEAST ONE TRUSS SPACE 6" OVERLAP \ I. . LMINIMUM (2) 16d PER JOINT\ r ~MINIMUM 2"x4" SPF OR * SPACED AT 15'-0" MAX SYP TRUSS BRACING ~;.. TRUSS BRACING OVERLAP ~ DETAIL (TYP.) S-3 SCALE: N.T.S. - -A.r- :8: ~ ~ 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W / 2 - 8d EA. EI\D 10'-11%" MAX WINDOW OR DOOR OPN'G fiO\ DET. @ ARCH WINDOW FRAMING , S-~ CMU WALL 3-17-04 - -lJv-L- SEE 6/S- FOR CONN. EDGE viEW (3) 16d \ COMMON 1 NAILS(TYP) ~ ---- \\ ""-HEADER PER LOCATION '//.." " ~///~ ~~~'i, ~ ;';// ~VV:'/; 7/1611 OSB WI 6d NAILS @ ~~ 16" O.C. TO SIDE & TOP NAILER ~~ 2x WI (2) 16d TOE NAILS ~ EACH END TYP. 1\ 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB WI (2) 8d NAILS. SEE DETAIL ABOVE ~ , 7'-0" MAX WINDOW OR DOOR OPN'G I 11 \ DET. @ ARCH WINDOW FRAMING \ S-3 I FRAME WALL 3-17-04 SCALE: 1/2" = 1'-0" - INTERIOR FASTEN TO 2x8 A w/ 16d @ 32" O.C. II.A~~,M / A'\f ~ ''J FASTEN TO 2x8 ---./ l~~:~::C--'_.___? X 8 PT. W/ 1/2" EPOXY w/ 16d @ 32" O.C. t~::rd'~ BOLTS OR A.B. AT T & B 32" O.C. MIN (4) BOLTS GARAGE REF: POURED CELL __t::r~~...--- EXTERIOR ----vv-~ ---- CMU WALL _ PLAN VIEW I 13\ FRAME ENTRY TO BLOCK DET. \2Y SCALE: 1/2" = 1'0" W u..~0:: '00::0 W u..u.. ~W""I- ~903 W x~o::o () o:::)u..u o::ozu I- n...~w<l: o ~0~5 Z wO::l-z o::u..w W <l:zo::o r~ OW<l:O \"J w::S::(/)o <C I-~ZZ I- 0 o<l: :::)w-w o O~~~ o t{3(j)W<l:z LL 0z~EEQ <l:OOol- w 5v;0::1-5 0::: o~Q::S:::J <C u..""o::uo... w""'wOo... :J O::OI-ei3<l: a <l:-l~ -l :::)-l .o::-l U) o(/) <l: (/) 0 <l:~ O::-l........ -lw-lO -l>~ZO:: <l:0:><l:0 ~~-l ~ (I)1\; ~ ~ ~ oCt ~'u ~ ~ <( CO ~~~t{3 I en ~ 0 (I)<an...0 Q) C 5] ~ - 'OJ) u: -l ca.- -::::) .....J .. en 5:: co <( OQ)w 0:: "CS u l- E ~'4>- ~ f.) V (/) W ~ 1f7d) g C'i ~ >< ~~ co 0 u.. <l: ~)~/ ..; wI'- 0 u.. t!J N C'i <:t z C'i C'i 0 <l: -l C'i C'i 0:: u.. N N ~~'gg (j) n... co co L!) 0 r-:. r-:. <;tn...oo (9 >- O'l <l: <;t <;t fV'~ Q) --~ ~"""Q:) ~ W t!J 0 I Z 00 I-.(/) ~ ~ ~ t!JZw <l:CD.-4 ~ (/)~Qo O::<"ICD (/) . of-O 0.-4"'*' Z 0:: <l: U (/) CD..J 0 w~u w-Lt)u.- wl-u:t!J II",*,. I- ~(/)-z f-I-....LU :;) t!J 0:: ~ 0 0:: u.. L&. 0. ...J zWo...-l 00..0 wO(/):J(/)u..z~~ (/) wZ(/)coZOO C Z I:::)zwQ::Ji=z.o:: I- 0 ::5 I (/) <l: 0:: ~:J e" ~Zn...I->w~o~ u; <l: I w (/) 0::' UJ f-w......ll-O::o-l~.., C t{325C2~C'iZC2 .Ld COW:::) O<l::::)<t<t <C W-ll-~~Ol-..J::C C I~Un... wuo::o 0:: 1-0:::)~IZ:::)<t- - 8~~8~~~D~ ~ O'l o C'i N o Z co Q co l- i ~~~~. - C'i L!) 6\.= N COONZ"i! 0 1l)~..-1Wol.l..: J:: 'O.O'~ N U eC'i ' -lw .... ~-l:;C21- ~ ou..co:::)<l:,""" 'ror-:.I-~<.o (/)~oU!:!::'""" W Q. <;t :::) I- O'l dO O::O::.~ L!)Q.II-WO O'l<l:n...(/)UZ 0 .... o o lD W I- - 0 :J V Z Ul .... t' o ci .... t' - > I N Ul ..J (]'I lfl - Q] 0 I > lD (]'I OWMlD 0:: M t' ~ 0 I C. I ...J M Ul LL .... I I- ~ OJ ~ Ul D. I ~ W .... ~ ~ .~ Z o o lD . o Z w (;;l Z cn~52 0 Wf-(f)W:::J OZ(f):::!~ OO-I> z~t::~(f) ~NWa::~ (;;l""~Oo ~a::OOO ~Oww() ~u... --Of- a::02=~z O::Ja::(f)1!i! ~:;Woa:: I (f)ti: Z::J f--~~() L!) 0 ('\J (/) :::;- 1.O Z U........ o I- C'i <l:n... ('\J (/) I'- 0 ~ <.0........ > <:t <l: W ,"""0 '::s:: 0::: i3 ~ (0 lLJ-I ~ ~ (j) 0-1 w 0 0 0:: Z<( () >-u..z .......I zl-O 0 <($ - <l:z- .......I I- zw~ -(/)> I OZo C\J - o::~ 0 t30<l: :c Z :::)UO L.() 0lLJ oZo:: oWo I- 0::1--l I $ z..- n...!::u.. I'- I wO::-l lLJ(/) O::~<l: wwO:: ~ lJJ wO(V) ~ COIl- - I-I-~ Ol-U ~ - ~-IO 0::: z::J . > >-On... L.() ~<(O >- <l:IO:: J- ~!::O Z $ C'\J Q.. ~U ~o::w ~ (j) 0 w~ :) n...zO (/)ZI >- LlJ 0.. 0 -<l:(/) ~~:::) 0:: 0::: SHEET NO. n... 0:: 0 () S-3 0 U w J- ~ (0 0 OF I Z (/) ~ 25 :::) C'i LlJ 0 J- 0 > LAST PLOT DATE N @ 0 March 02, 2005 Z .......I DETAILS -