BIN B-2 PERMIT 4425 - Laserfiche WebLink

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2X4 SPF BLOCKING @ PANEL EDGES - NAIL SHEATHING @ 4" O.e. STAGGERED w/ 8d ~><: "" 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 (8 FT) NAILED TO 2x4 BLOCKING @ 4" O.e. w/12d & 2-12d TO CHORD 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX, 1 " I I DROP GABLE END TRUSS FOR O.H, GREATER THAN 12" ""- TRUSSES I I I I 1 I I 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED W/ 8d COOLER NAILS OR 11/4" LONG DRYWALL SCREWS COMPLYING W/ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O.C. (lYP) 4 GABLE END BRACING w/o VOLUME CEIUNG SCALE: 3/4" = 1'-0" A \...54/ w/ ./ I 4 BAYS r-- 2X4 LOOKOUT RAFTERS @ 24" O.e. W/ usp rtI6 \ X' Y 00 //4 c V- STRUCT. SHEATHING 7/16" MIN, THK. - c NAIL w/8d COM. @ 3" O.C, EDGES & 6" O.e. FIELD V 2X6 BRACE NAILED TO SIDE OF GABLE ~ l;- TRUSS CHORDS c 4'-0" IN LENGTH OR GREATER lOd @ 4" O.e. ~ I~ c ~-GABLE TRUSS I . NAIL TOP OF 'T' c TO GABLE TRUSS V:W/2-12d & (1) c usp rt8A w/ ~ 10-IOd X 11/2" ~ '-- : NAIL GABLE TRUSS I "" . 'l' . . TO PLATE w/l6d @ I \..'>1. 4" O.e. I I I <:PT ~ PLATE ~ ____1/2" x 8" A.B. ~ @ 48" O.e. MIN. ~ LINTEL COURSE = MASONRY WALL REV, 3/04/04 TH .- (1' ~ ( ElEV III ONLY) GABLE TRUSS / "L" BRACE W/IOd @ 4" O.c. ~ ~ (SEE SCHEDULE ON S3 FOR SIZE ~ AND LOCATION) ""~ ~ I l \ \ I I I "- CONT. ~EARING I I fS\ ~;/ ~ '~ I f6\ ~ '~ ~~ 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 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. r;;'\ \;::.J ( ELEV III ONLY) GABLE TRUSS 12 "L" BRACE W/ lOd @ 4" O/C (SEE SCHEDULE ON S3 FOR SIZE AND LOCATION) ~ <;> V~ ~ ..... ,:.; I ~ \;l ti ..... ..... I ~ ~ ;;, I j ~ ~ ~. f ~ J ./ :::i n fI r I \H - ~DBLTOPPLA~E CONT. BEARING ....... I'-~ ~ ~"'~ I ~ 16\ 'V ~~ r GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ~~ ~ r ~ I,' ., . . H H STUDS @ 16" O.e. usp spt24 @ EACH STUD usp mtw12 SCALE: N.T's, r;'\ ~ 2X4 SPF BLOCKING @ PANEL EDGES - NAIL SHEATHING @ 4" O.c. STAGGERED w/ 8d ~ ~P GABLE END TRUSS & LOOKOUT ~ERS FOR O.H. GREATER THAN 12" ~ J I I I I I IX I I I I I / ') =3 " ~1 / ~~'~ ~uss _1/ //// / ~ J', U59 rt16@ .../ ~ c I ~ LOOKOUT RAFTERS IF APPUCABLE 2X6 BRACE NAILED c " TO SIDE OF GABLE STRUCT. SHEATHING " '\. TRUSS CHORDS _____ c 7/16" MIN. THK. - /' 4'-0" IN LENGTH ---- ~ c I ~ NAIL w/8d COM. @ " OR GREATER V 3" O.e. EDGES & 6" -< '\ Yf( :v~~';I::c. ) ~.~" ':V-GABlETRUSS 1/ TRUSS~~, "NAIL TOP OF'" '\. """ TO GABLE TRUSS EO~ TINUeUS 2X4 SPF I' c VW/2_12d & (1) ~ANNING (4) TRUSS "" ~ usp mtw12 w/ BA (8 FT) NAILED TO \ Cc 14-10d X 11/2" 4 BLOCKING @ 4" O.C, " " w/12d & 2j1r2d TO CHORD " NAIL TRUSS BOTTOM I jL CHORD TO 2X4 DEAD- I J J, I ~f WOOD w/16d@4"0.C. ,I It 1 1 1 I I I 1 "V~ / d w SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS G.C. TO PROV1D[: BLOCKING TO COMPLY W/ APA RECOMENDAnONS FOR SPAN RAnNG OF 7/16- OS8. ~ -^ ./ ~ \V' " ........ crx ~~ 2x4 SPF CROSS-BRACE @ 48" O.C. - NAIL w/3- lOd AT EACH END & AT CROSSING AT 45 AN~ " --~ " --- I'\. -I'.. ----V / --~ -[;t! ~ ~I< [)I< ........ ~~ ......;::;.. a z w a.. ::r: t>K ~~ ~~ 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 1/2" MIN. DW CEILING NAILED w/5d COOLER NAILS @ 7" O.e. /~- usp Ista30 w/ 14-10d @48" O,e. NAIL DEADWOOD TO TOP PLATE w/l6d @ 4" O,C. 4 4 BAYS .. .... ______ FRAME WALL 2x4 @ 16" O.C. (lYPICAL) GABLE END BRACING w/o VOLUME CEIUNG - (2' ~-3 ./ -- 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 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 A VOID 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 SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0. O.e. 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 CElllNG 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 BLOCKING DETAILS " V~ I"\. MINIMUM 2"x4" I "'- CROSS BRACING (SEE PLAN FOR LOCATIONS) (3) 12d ~~ERJOINT ~] \ ~] ~ ~CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. CROSS BRACING DETAIL (lYP) CONY. FRAMED RIDGE MAY BE NAILED w/ MIN. (4) 12d WHEN IT LANDS NEXT TO PRE-ENG, TRUSS d w ---- -S~~ .1 ~(: ---- -~ o 1 ~ b I ----~-~ ~ cr ~ ---- -.-- o I ~ ---- -.-- o 1 ~ ---- -r- OX' { ~~ T--- REV. 7/19/03 t7'\ \:-3 ~' - lYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.e. EACH DIRECTION lYP. U.N.O. ~ 2x8 BLKlNG. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) MTS12'S /1..- 2X4 BLOCKING I\TWEEN EA ~U~ L I \ .-L: ! I \ ~ ' 2X4 DIAGONAL AT 8'-0" O.e. MAX & EACH END ALTERNATE I DIRECTION lYP. ---... .7 "\. I ^ SCALE: N.T.S. ~~\) / /' "-~"~l!L ~0B-""""'~ ~ ~~ -'k PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING \ -, AT LEAST ONE TRUSS \ SPACE 6" OVERLAP II TB -~ DS"""";;;:;;-- S~ I ~MINIMUM (2) 16d PER JOINT 'T ""'~ PRE-ENG. TRUSS l1NIMUM 2"x4" SPF OR SYP TRUSS BRACING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS lYP. * SPACED AT 15'-0" MAX r- " '" I> '1"" ~ ~ ~ 17 / 2X4 CONT. AT .J ~. T&BCHORD W CONe. MASONRY STEEL OR WOOD BEARING SUPPORT DIAGONAL AT 8'-0" MAX ... --'-- I'--... ~WOOD ...", TRUSS TRUSS BRACING OVERLAP DETAIL (lYP) ~ 5 , S-3 \ I I ^ :JI" i-- 1 I .L I .... A SCALE: N.T,S. x If LWOOD TRUSS I SEE r- ~ PLAN I ./~. -PROVIDE 2X4 MIN. BLOCKING AT W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT ROOF SHEATHING lYP. WOOD TRUSS BLOCKING DETAIL (lYP) A-A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 2X4 BLOCKING BETWEEN TRUSSES TRUSS SCALE: N.T.S. SCALE: N.T.S. A 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 BOTH IF REQ'D) . JACK TRUSSES HIP G.T (2) 12D NAILS - AT 12" O,C. MAX HIP/RIDGE BLOCKING DETAIL REV. 7/18/03 - (2b\ \:-3 J -- 3/4"= 1'.0" - ..... .... d w - (3\ 'S-3 I VERTICAL SCAB 2 x 6 #2 SPF 48" O,C. W/ (4) lOd TOP & BOTTOM OR H5 OR HCLR/lL IN PLACE OF (4) lad COLLAR TIE ./ - EVERY 3rd RAFTER _~I~ ~.;; ~) ~.~ --~ o z . ('oleo ~ ~~ ffi ~~~~~ w ~ CD", Z X ci-;;;'''''''1O " ~ co~crl ~ d~~ew 0.:3." ~ j~ " a.. W I- Z ~ in l5 ;~~ : ~i~ VI ~ I ~I~ ~ .1 ~21 ...~ w ~~2 ~~ j: . ~-w 00 ~~ ~~j: ~~ ~ ~~~ ~~ ~~ ~~~ !ifil oi z8 ~!!l ~~ ~~~ ~i: f3~ :~3 ~~ ~l5 . . . 110 i L4 0- ~ i ~~ C) C) N ~~ IN 0: c::( ~ 17,\ ~~ V ~LL s o .-'~ u C i O\.~ ~r ~ .9 ~ ~ ] ..._<r:]--g ~oooc V C (f)O ~~~~Cf) ~"' I-<~ ~'tia;".eoO\ rl ~'2:/~ 2:/l:".t--.r.b~ .... '~ ~:s ~~~~8 ~ " ~ ~ (f) t-.. ~ t!.," ~ ' 0 " ~ ~ ~ .~ ~ ~,~ ~ ~ ~ I- UN(f)UP.dI..~:tI: UJUJUJ o:::(9u <1:~~ ::)00 5S~z L- -'f-'k ~ 'BEVEL CUTS / (OPTIONAL) / "'l; ~ r 2x4 SPF 2 (2) #7'1. 3- 1/2" WOOD SCREW EACH TRUSS OR H5 @ 48" O,e. / / * 2x8 #2 SPF RIDGE BEAM -'f-* 2x6 RAFTERS @ 2'-0"0.C. MAX. w/ (3) lOd COMMON TOENAILS TO RIDE BEAM REV. 8/03/04 - (9' ~ CV) 0) o o I C\I lC) I I'- ~ ~ lC) ~ I I I I I X I I I I I / LSTA18 - STRAP -./ / BLKG. @ 1st TRUSS / / // !// ~"" ~ /~ " ~ NOTCH BLOCK @ PLATE TOENAIL w/ 3-16d ~ ** ALTERN ATE SPAN RATED 32/16 PLYWOOD MAY BE USED 20'-0" MAX 20'-0" MAX "X- BRACE: _~ CONnNUOUS f OTTOM CHORD DETAIL 2/S,5 \ r'BRACING 2 X 4 MIN. SEE DETAIL 3/S-3 r\ V f)K / E<' b( NOTE: L 1) SEE TRUSS MANUFACnJRER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDmONAL PERMANENT BRACING GABLE END BRACING @ mAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR 2) -T- BRACING MAYBE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF mE WEB. >- a:: o ~ z w > z - V') _~ Q Z ~- 5 ~ 9 ~ ~ 8 a: 8 ~~~~~~ffi~a:~~~." ::)O'g~zu..~zo<(::) O'V')",,~~oo~o--wo V')w.......... w =1: u~ ~~~::jf-'9~f-'~~~~ ~~~~~~~~~~~ o .... a: p II ~ (]) (j)> - - .- I ~ Q) .- > ....., (j) Q) s- O i I o o \D ~o 5. ~~ .---1 ('.. · 7 ('.. 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