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<br />/ <br />/ <br /> <br />40'~0: <br /> <br />/ <br />/ <br /> <br />/ <br />/ <br /> <br />:4'~O" <br /> <br />12'-4'1 <br /> <br />I:?' -B <br /> <br />'/ <br />/ <br /> <br />f <br /> <br />A6GE <br /> <br />DRoppeD C:;AB~e <br /> <br />f <br /> <br />'-J <br />-r <br />i <br /> <br /> <br />B'~O" c~c; <br /> <br />- <br />o <br />\ <br /> <br />\'- <br />U\ <br /> <br />A2 <br /> <br />, <br /> <br />, <br /> <br /> <br /><( <br />n <br /><( <br /> <br />B'-O: c~c:; <br /> <br />A3 <br /> <br />B'-O' C~~ <br /> <br />> <br />2:1 <br /> <br />D <br />L <br />U <br /> <br />)> <br />-P- <br /> <br />... <br />D <br />D <br />:-.l <br />10 <br />:-.l <br />... <br />~ <br />... <br />- <br /> <br />()/ <br />I <br />VJ <br /> <br /> <br />DRcr~w W~~ <br /> <br />A5GE <br />82 <br /> <br /> <br />, <br />= i <br /> <br />~J <br /> <br />-~ <br /> <br />01 <br /> <br />10 <br />D <br />> <br />o <br />;e: <br /> <br /> <br />02GE <br /> <br />- <br />.. <br />L. <br /> <br />CI <br />!II <br />tJl <br /> <br />DROPP~D UABIJS <br /> <br />See WJt1C1er D&,al "B' <br />x ~ 8Cie ?B :'(7" B]~c; SJp?CI'':. <br /> <br />o <br />n <br />m <br /> <br />2:1 <br />I <br />L. <br />3 <br />l!: <br />I <br />, <br />2:1 <br />10 <br />- <br /> <br />2' ~2" 2 -811 <br /> <br />6'-2'1 <br /> <br />19'-411 <br /> <br /> <br />l' -4" <br /> <br /> <br />- <br />I: <br />~ <br />:r: <br />- <br /> <br />14 -6' <br /> <br />:J <br />~ <br />I) <br />~ <br />:1 <br /> <br />... <br />:-.l <br />10 <br />- <br />- <br />:r: <br />C <br />z: <br />;e: <br />U <br />..J <br />- <br />... <br />:I) <br />~ <br />01) <br />~ <br />e <br />- <br />~ <br />~ <br />~ <br />c <br />- <br /> <br />ROOF PLAN <br /> <br />SCALE: 1/4" = l' -0" <br /> <br />.. <br />~ <br /> <br />-=-IC'--l <br />U\ <br />\ <br /> <br /> <br /> SIMPSON <br />TRU66 JOINT UPL II=T CONN. I=A6TENER6u <br />TYPE LOCATION (Le6) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTI-4ER TRU66 eRG. CONNECTION6 ARE 61MP60N MET A20 OR EQUAL <br />FOR MASONRY: SIMPSON 1-410 FOR FRAME: ~ HUS2~ FOR !--lUNG TRUSSES <br />ON GIRDERS UNLESS OT1-4ERUJI5E NOTED. <br />T1-4E5E TRUSS UPLIFT vALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY MET A20 1 1&00 14-10d X lV2' <br />TIMeER 1-410 1 8&0 1~-8d X lV2' <br />I-4UNG HUS2~ 1 128~ 20-10d x 3' <br /> <br />- <br /> <br /> USP <br />TRUSS JO!NT UPL II=T CONN. FASTENER5u <br />TYPE LOCATION (L BS) CONNECT ION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTI-4ER TRUSS BRG. CONNECTIONS ARE USP loon A20-18 OR EQUAL <br /> FOR MA50NRY: USP HC10 FOR FRAME: ~ THD2~ FOR HUNG TRUSSES <br /> ON GIRDERS UNLE5S OTI-4ERUJISE NOTED. <br /> THE5E TRUS5 UPLlI=T VALUES ARE LE5S THAN CONNECTtON CAPACITY. <br />MASONRY I-4T A20-18 I 1&00 14-10d x lV2' <br />TIMBER HC10 I S&0 18-10d x lV2' <br />I-4UNG TI-4D2~ I 1&20 18-1~d x 3'/2' <br /> <br />Double connectors to be pldced dldeondll~ to edch other. <br />Do not drive ndlls through the truss pldte on the opposite elde of the truss <br />whIch could force the pldte off the truss. <br />,u Mounted vertlcdlt~ <br /> <br />,. <br /> <br />- <br />o <br />\ <br /> <br />~ <br />U\ <br /> <br /> <br />STEPPES <br />ADD/ L 2 <br />PLYWOOD <br /> <br />1/4// FOR <br />& RIBBONS <br /> <br />o <br /> <br />o <br /> <br />- <br /> <br /> <br /> <br />LATEST DATE: <br /> <br />IN PROCESS <br />REVISION DATE: <br /> <br />DESCRIPTION : <br /> <br />09/24/03 <br /> <br /> <br />~~ <br />L{) <br /> <br />a~ <br />C.~ <br />@cJ <br />tJ <br /> <br /> <br />STRONGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRONGBACK LETTER <br />IN ENG, PACK) <br /> <br />~~ <br />CNoc <br />~ <br />0J <br />OO~ <br /> <br />~ I~ <br /> <br /> <br />? <br /> <br />PL-UMB CUi <br /> <br />--.J :? <br />12 <br /> N <br /> :i)~ <br /> ~~ w <br /> ;; <br /> ()~ ,01 08 <br /> <tlf) :fN <br /> n:t "';1 <br /> 0.. . <br /> o@ <br /> l) ~' OC"- ;!;iil <br /> O~ ftj- <br /> z~ <br /> ...J1i:) <3Q" <br /> U)~ u.'"' i5!!l <br /> , , Ol)l <br /> ~::> <br /> zf6 ::IX :fo <br /> u<t o/:j <br /> i5~ <br /> <(~ <tu. ~ ~;; <br /> w in ~~ <br /> (l) 't [f~ <br /> Q~ 0 .. 'Z:~ <br />n ..J~ (fi i:lo= <br />...J~ u <br />W :....;~ <br />ill 0- ;;8 <br /> a...~ w'" <br />~ ~~ <br /><tlf) "">- <br />,'f ~:f <br />~~ '.-ll- <br /> Ou <br /> o~ <br /> ~a :fs: <br /> c()1i:) 8"" <br /> '"' j:;: <br /> X, ~~ <br /> Ow ~>- <br /> {fiz wi5 <br /> ;;a <br /> ,0 @ <br /> Cb: <br /> a... a... <br /> <br />} iO-I/21 <br /> <br />ATTEN11ION! <br />"'~ <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY l1-IE PEAK <br />CONSULT H:B-91 <br /> <br /> <br />30' Span r less <br /> <br />/ 60 degrees <br />, or less <br /> <br /> <br />w <br />~ <br />@ ~ ~ ~ ~ ~ <br />CJ ~ ~ a <br />[? i!f)1!'.i) ~ <br />~ ~ ~ <br />@S ~ it:J <br />d w w ~ lYil @ <br />2) C? @ ~ ~ @il <br />@ <br />d '" <br />~ ~ <br /> @5 <br />@ I? <br /> ~ <br /> '" @ <br />~ '" [!!] '" "" <br />[!!] <br />@~ @5 2.5 ~ <br />[!lJ [!!] @ ~ <br />~ @5 ~ @5 Ii=> <br />@5 ~ ~ @ @ @ <br />~ @ @ @, Ii=> <br />~ f <br /> <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 />o SAMUEL A. GREEN6ERG, PE. lP3424~ <br /> <br />o TI-IUY 1-1. HUYNH, PE. ~~122 <br /> <br />o IRWIN J. 6ENSON, FE. -4~1~e <br />o All A66A5 I-iAKIM, PE. ~oleo <br /> <br />DATE : <br />05-1]5-02 <br />SCALE : <br />A~'" NOTED <br />...::1> DRAWN BY : <br />[8~l.L VANCE <br />AUTOCAD FILE NAME <br />1]827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINEERING, P,A. <br />SHEET DESCRIP110N : <br />ROOF IFRAM~NG <br />P~~AN 'll'A'll' <br />5[8 <br /> <br />TO THE BEST Cf THE OOlNEER'S KNOJ.l.EDGE A"iD BELiEf, THE <br />5~ PLAN$ A"iD $ffCIFICATIC+45 ca1FL Y UJI1l4 THE <br />FL~IDA 6UILDIN1 CODE, OECTICN ~~ ~ 12~ MPJ.l. , &ECOO <br />GUOT, ~ '6' !lAND Zet-lE (2001 EDITICW. <br /> <br />Tl-IIS DRAUJIN1 A"iD DESIGN IS VALID roR 12 MCN1H5 AFTER THE <br />DAlE IS SI(J.S) A"iD $E.6UD. <br /> <br />SIGNED Af{) $E.6UD ~ n.e S~1tIRAL FORTlCN Cf Tl-IIS <br />DRAUJIN1 Q>l Y. <br /> <br />ROOF FRAMING NOTES: <br />1. 5EE 5HEET 53.1 FOR 5HINGLE INFORMATION <br />AND IN5TALLATION INSTRUCTION5 <br />