Laserfiche WebLink
<br />~ <br />0 <br />r <br />I> <br />I> <br />.... <br />r <br />., <br />r <br />., <br />r <br />~ <br />I> <br />,.. <br />, <br />!: <br />- <br />J.. <br />:>> <br />~ <br />=! <br />.> <br />, <br />J.. <br />~ <br />r:: <br />, <br />, <br />.> <br />a <br />... <br />C <br />!:7 <br />c <br />... - <br />:> <br />.> <br />~ <br />l <br />;:, <br />... <br />:\.I <br />0 <br />- <br />... <br />l <br />l!: <br />l!: <br />U <br />.J <br />... <br />:D <br />... <br />:0 <br />:0 <br />e <br />... <br />:0 <br />... <br />:0 <br />0 <br />... <br />.. <br />~ <br /> <br /> <br />40'-01 <br /> <br /> <br /> <br />I <br /> <br />I]'-B" <br /> <br />12'-411 <br /> <br />IJ.'_n" <br />I I '-' <br /> <br />DRoppeD GABt~ A6GE <br /> <br /> <br />B I -0" C~LA <br /> <br />LA TEST DATE : <br /> <br />IN PROCESS <br />REVISION DATE : <br /> <br />09/24/03 <br /> <br />- <br />-1\'.\ <br />15\ <br />\ <br /> <br /> <br /> 61MPSON <br />TRUSS JOINT UPL 1FT CONN. FA5TENERSu <br />TYPE LOCATION ( LBS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTl-lER TRUSS BRG. CONNECT tONS ARE SIMPSON META20 OR EQUAL <br /> FOR MASONRY: SIMPSON l-l10 FOR FRAME: 4 +-tUS2~ FOR l-lUNG TRUSSES <br /> ON GIRDERS UNLESS OT+-tERUJISE NOTED. <br /> T+-tESE TRUSS UPLiFT VALUES ARE LE6S T+-tAN CONNECTION CAPACITY. <br />MASONRY META20 1 1500 14-10d X lv2' <br />TIMBER l-l10 1 850 llO-8d X ]1/2' <br />l-lUNG l-iUS21O 1 12810 20-10d x 3' <br /> <br /> <br />~ <br /> <br /> USP <br />TRUSS JOINT UPL 1FT CONN. FASTENERSu <br />TYPE LOCATION ( LBS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTl-lER TRUSS BRG. CONNECTIONS ARE USP l-iTA'20-18 OR EQUAL <br /> FOR MASONRY: USP l-lC10 FOR FRAME: 4 Tl-iD21O FOR l-lUNG TRU5SES <br /> ON GIRDERS UNLESS OTl-lERWISE NOTED. <br /> TI-fESE TRUSS UPLIFT VALUES ARE LEoS Tl-iAN CONNECTION CAPACITY. <br />MASONRY l-iT A20-18 1 1500 14-10d X lV2' <br />TIM6ER l-lC 10 I '050 18-10d X ]1/2' <br />+-tUNG T+-tD21O 1 1520 18-11Od x 31/2' <br /> <br />STRONGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRDNGBACK LETTER <br />IN ENG, PACK) <br /> <br /> <br />o <br /> <br />~] <br />12 <br /> <br /> . <br /> .. <br /> - <br />- 0 <br />0 \ U. <br />\ ~ <br />\'-- 15\ <br />15\ <br /> <br />Double connectore to be placed dlagonall~ to each other. <br />Do not drIve nalle through the truee plate on the oppoelte elde of the truee <br />whIch could force the plate off' the tru~e. <br />MOUf'lted vertlca II~ <br /> <br />PWMB CW <br /> <br /> <br />.. <br /> <br />A2 <br /> <br /> <br />.. <br /> <br />r-" <br /> <br /><{ <br />1'0 <br /><{ <br /> <br />8'-0' ClG <br /> <br />A3 <br /> <br />B I -0' C~LA <br /> <br />""" <br /> - <br /> \!;) <br /> \ <br /> N <br />- 8 <br />0 \::5 <br />\ - --" <br />- <br />\!;) 0 u <br /> CD \!;) <br /> \ <br /> --" N <br /> ~ <br /> <br /> <br />o <br /> <br />..- <br /><{ <br /> <br />- <br />~ <br />\ <br /> <br /> <br /> <br />t7ROPP~D G,A[3;..E <br /> <br />A 1 1 G E t?ROPPft? GI0L-E <br /> <br />0':.> <br /> <br />\'.\ <br /> <br /> <br />B3GE <br /> <br />1'0 '<:j- 1'0 <br />-, -, -;J <br />u w u <br /> <br />7'-4" <br /> <br /> <br />6'-2" <br /> <br />19'-411 <br /> <br />14'-6" <br /> <br />ROOF PLAN <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />} 10-1/2" <br /> <br /> <br />ATTENTION! <br />.~~ <br /> <br />ff <br /> <br />DON'T UFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT HIB-91 <br /> <br /> <br /> <br />1/4// FOR <br />8x RIBBONS <br /> <br />30' Span <br /> <br /> <br />STEPPES <br />ADD/ L 2 <br />PLYWOOD <br /> <br />REFER TO HIB-91 <br />Truss must be set this way if crane used. <br />Truss is an example, your truss may not match. <br />Insist crane operator sets truss thiS way. <br /> <br />~ <br /> <br /> <br />"..., <br /> <br /> <br />o SAMUEL A. 6REEN6ERG, F.E. ~424S <br /> <br />o TI-4UY +-to ~UYN~, F.E. ~0122 <br /> <br />o IRWIN J, 6ENSON, F.E. -4~lSe <br />o ALl A66AS I-4AKIM, P.E. lIS~l~ <br /> <br />TO me 6EST Cf me OO~5 ~ ~ mlEF, me <br />Srn.JC1tlR.6J. ~ IW OfECIFICATIa-5 ca1Pl.. Y Wl114 me <br />Fl~DA eulLD~ CODE, 5ECTia'4 I~ fOR 12" MPJ4. 3 5ECOO <br />GUST, EXF06i..lRE '6' WIND l~ (2001 EPITIQV, <br /> <br />11415 D~ ~ DESkJN 15 vALID fOR I2I1a'ffi.l$ AFTER TI4E <br />DATE 15 SIGNED ~ 5EALEP. <br /> <br />SIGNED ~ 5EALEP FOR me S rn.JC11JR,6J. PORTla-l Cf 11118 <br />DRAlU~ OC y, <br /> <br />ROOF FRAMING NOTE5: <br />1. 5EE &l-IEET 53.1 FOR &l-IfNGLE INFORl'1A TION <br />AND INSTALLATION IN5TRUCTION& <br /> <br />DESCRIPTION : <br /> <br />~'<t <br />L{) <br /> <br />a~ <br />C.~ <br />@cJ <br />" <br /> <br /> <br />~~ <br />~OC <br />~ <br />~ <br />OO~ <br /> <br />\J I<N <br /> <br /> N <br /> ln$ <br /> ~\\) "" <br /> i!: <br />()~ ,01 ~~ <br />~~ "';1 <br />n\\) 0.., <br /> <5~ <br />OC" ;;!;1l5 <br />l)~ O~ gj- <br /> z~ <br />-J\j,) <50.. <br />Z LL'"' 15~ <br />\()- , , ~~ <br />zft} IX ~~ <br />O~ i5~ <br />q~ ~LL ~ (:i!: <br />W In ~~ <br />10 ""t <br />Q~ 0 o..l!j <br /> . !z~ <br />-J\\) 10 ~o= <br />-J\\) u <br />W ""=> <br />ill 0- i!:8 <br /> lL~ ",,'" <br /> ~~ <br /> ~d) "'>- <br /> ,'7 ~:i <br /> ~\\) ~G <br /> Q~ <br /> ~" :i", <br /> '7~ ",0.. <br /> O)\j,) "'''' <br /> '"' ~~ <br /> X, ~~ <br /> Ow (X>-- <br /> ",,15 <br /> lOz i!:13 <br /> ,0 @ <br /> QI <br /> lLlL <br /> <br /> <br /> <br />r '" <br />~ <br />~ <br />@ ~ ~ ~ ~ a <br />~ <br />D a a ~ . @ <br />~ (.l'.f) (.l'.f) (.l'.f) <br />~ @ ~ <br />@lJ ~ Ii'J <br />d (@ (@ @ ~ ~ <br />2J VJ rw @ ~ ~ <br />@ <br />d aJ <br />~ ~ <br /> @'5 <br />@ I? <br /> ~ <br /> [!!] <br /> aJ @ <br />~ aJ [!!] aJ a> <br />[!!] <br />~~ @'5 8 dl <br />l!!J [!!] @ ~ <br />= @'5 ~ @'5 l? <br />@5 ~ ~ @ @ @ <br />di ~ @ @, l? <br />~ <br /> <br />DATE : <br />05-115-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />[8~!L.!L V ANGIE <br />AUTOCAD FlLE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINEERING. P.A. <br />SHEET DESCRIPllON : <br />ROOF IFRAIMWNG <br />PLAN <>>A'lP <br />5C <br />