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\'-- PlUMB CUi 1'-0" IZ-O'I 12'-0" 1'-0' LATEST DATE : IN PROCESS DESCRIPTION : REVISION DATE: 08/27/03 07/20/04 E.W.O. #'371 40'-0'1 - Panted ~nd Mark 14'-0" 24'-811 !'x:n-o 1'0 t:::Nr: !'-[...n:::" [...1 LA, rACK ~OR CONN~CfiON, 5HINC1l~ ROOf ? T ~ L L ~ L L L - W (j1 'JJ - '\ '\ , t:> P. >- ]>. I> J> / '\. '\. ~ ......: ~ ...... / '\ CJl " CJ "- A ~ V - E J1 0 CJ~ loll " - - V CJ \ - - \'-- 1 N f--- (J1 CJS A1 " "'U / CJ , ,~ "- -' ... '" ['\ ~ ~ ..l.. / Al1G ~ (- ~ ~ / A1~ rr1 0 ~ - -~ / A~ DR JPPED FLATTOPS 0 OF ~ii FOR FRA~lING 2.5 PITCH VAULTED CLG. ~~ ,R _ NU r JJI<UI'I'~ / A8 2.5 PITCH VAULTED CLG. '" / A1 "" (j) '" / A~ -I ~ ;0 Q G) AS w 0 D~~FRAME (j) 10 ~T CLG. h )> BY 0 rHERS ;0 F rr1 C r!1 - ;0 3 0 ~ \ - \\) (/) "" ~ Cl ~ I"'l 2.5 PITCH VAULTED CLG. ~ DOWN fRAME 2.5 PITCH VAULTED CLG. 8' FlAT CLG. ~ tn vlntJ'(~ p. i!i - (/) / / DO fiN FRAME ~ 8' FlAT CLG. '\ BEARING HEIGHT OF BY OTHERS 0 \ C1G @ 10'-3 5/16"\ 2.5 PITCH VAULTED CLG. I G~ / . - -' '\. )( /~~EARING WALLS AT A3 2.5 PITCH VAULTED CLG. GARAGE @ 8'-0" - C1G / \ / / ~D 1~ -4" 61 8' FLAT CLG. '\. 0 - I' co )', , ~/ X C2 / A E4/ 62 /~ -......; ~h3 ~ / ~ ~ C3G L 63 '\ - CJ1 / :3 "J / ~" '\( ~ - Q - 64 T l .t.. \ - :& . - CJS A ~ E ~1A DROPPED FLAT TOP~- 65 - -- m () T ~ ~ OF H ~S F FRAMINtk - - - \ ..... -- g \'-- CJ3 A (GIR :R N JJt<ut-'t-'~ ~ 6~G A~ 0 p '--- - - L ~ ~~ h --1 (;) , CJ1 AlA. h) - /" '\. '\ '\ -..:-- " CJ& '\. I'\. '\. /~ , '[> F2f:J / "vv - - Q; (,-<:- - -/ ~ p. - ,Jl ~ ~C J3 / l' -41 J'-O" / ( ....." ..E J3_ ~ E J~ ?~I - -4 / /1 /1 - - - - crt ~\ '\ ... ,.C 1\ '\. / ("\/ " '\. Jl 0' ,~ 10 L - ~ 4~ L I - - / i21-O" 6' -0' / ,/ /, /1 / 11'-411 J'~O" ')'-411 I -0 1 20'~4" V I.... /' / 1/ / / , / / / / 9' _,tll !/ / / ~> () () () ~ ( 000 ~ 4-$ t3 I-~" -1:chJ2-0 - T \ lA 3~ SA ~.q- If) a~ c .~ Qcj - w ~ ~ roc ~ ~ roc ~ o ~ - o \ CJ3 - T , '\. '\. '\ '\. 101/21 \S\ fYPICAl11 SffBACK CORNfR5Cf ~ABe~ NC1 AND SPACINcA '\. - "- - - (!J a: ::::) ~m O)))~ 0)))3 ~3: - o \ .,', .)j%~~;J.r - \\) "" FAX a13-~~;;fa6o DROPPED fLAT TOPS Df HIPS fDR fRAMI (GIRDER NOT DROPP D) TRUSSES AfTER DRDP @ 1 1/2' << AlUmCl AVE EAST. IXMWl. R. Sl8T1 I' - o , r '" N :n~ ~~ ~ ()~ , i~ ~d\ Q~ ~, g~ Oci ~~ ~a --l~ ~! d)~ lL"" , ' i: ~~ ZUJ ~ ~~ <[~ 1M it) ~~ "t i2i Q~ 0 . >-~ --l~ to :1 --l~ ill ill 0- o..~ i:.:I <t:d\ ~~ ,"t ~~ d C ~~ (i!a z;5 "" g~ x' 2w ~~ Q~ @ lLlL ~ GARAGE RIGHT - C0 ''V \ - \S'\ '-D "" \S\ ~ o SIMPSON CONNECTORS TRUSS JOINT UPLIFT CONNECT- CONN. F ASTENERS** TYPE LOCA TION (LB S ) TION QTY. CAPACITY PER CONN. A 11 G LEFT 2520 MGT 1 4200 22-10d & 5/8" ATR W/5" EMBED & SIMPSON SET EPOXY RIGHT 2520 MGT 1 4200 22-10d & 5/8" A TR W/5" EMBED & SIMPSON SET EPOXY B6G LEFT 1280 MTS18 2 1720 28-10d X 3" RIGHT 1280 LPTA 1 1535 15-10d X 1 1/2" C1G LEFT 773 LPTA 1 1535 15-10d X 1 1 /2" RIGHT 1129 MTS18 2 1720 28-10d X 3" D1G FRONT 1000 LPTA 1 1535 15-10d X 1 1/2" REAR 1000 HUS26-2 1 1235 8-16d 743 MTS18 NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP LPT A OR EQUAL FOR MASONARY SIMPSON HC10 FOR FRAME: HUS26 FOR MASONRY; SIMPSON MTS18 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHER WISE NOTED THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY LPTA 1 1535 15-10d X 1 1/2" TIMBER HC10 1 990 16-8d X 1 1/2" HUNG HUS26 1 1286 20-10d X 3 USP LUMBER CONNECTORS, HUGHES, SEMCO "- - = , o \ ~- " ~ ~ ~ ... t:) ~ ~ ~ ,. '\ - '\ '" (j) Z ~ ~ u.: u.: u.: 0 (/) (/) as a) en - ,.. 0) N 10 V ~ 0) ,.. 0 '" V e( 0) 't ,.. 10 ,.. .J N ::> 0 .J ). e( ~ a: ... 0 Z -I W . m fil e( . w .:J ~ ~ a: < w -< W ~ a: > > I- ~ 0 8 0 a: :J 0 l- e( '- ~ - o \ T - o \ - o \ :) D - \\) .. :) ~ - co J1 "- '\ "- '\ DATE : RELEASE DATE - L.. ::II .. :) :> L.. ~ l: , :> :> , ~ ~ SCALE : AS NOTED DRAWN BY : .. <; ~. FRONT ENTRY SPAN P LT. HT. @ 1 2' - 8 11 /1 6 II o 8AMUEL A GREEN6E~, F'.E. -:3424S o TI-lUY ~. ~UYNH F.E. t6~122 o IRJJIN J. 6EN80N, F'.E. "4~1S8 MT AUTOCAD FILE NAME 1991 - i: ~ l: , ., Double connectors to be placed diagonally to each other. Do not drive nails through the truss plate on the opposite side of the truss which force the plate off the truss. *** Mounted vertically could * ** ... r: c " !!! u .J , ROOf fR~MJ~NG Pl~N WCIJV TO ll-iE BEST OF ll-iE ENGINEER'S KNOWLEDGE AND BELIEF, ll-iE STRUCTURAL PLANS AND SPECIFICA llONS COMPLY Wlll-i ll-iE STANDARD BUILDING CODE. SECllON 1606 FOR 110 MPH iMND ZONE (1997 EDmON). THIS DRAWlNG AND DESIGN IS VALID FOR '2 MONTHS AFTI:R ll-iE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR ll-iE STRUCTURAL PORllON OF ll-iIS DRAWING ONLY. ENGINEER OF RECORD : DANSCO ENGINEERING. P.A. SHEET DESCRIPTION : FLOOR TRUSS LAYOUT .8. - Ii) D t) ! " - D ~ 1/4" = 1'-0" G ::lI -