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<br /> <br />- <br />Q <br /> <br />- <br />~ <br />\S\ <br /> <br />> <br />:c <br /> <br />..,. <br />>> <br />>> <br />::\.l <br /> <br /> <br />... <br />D <br />::D <br />::\.l <br /> <br />..,. <br />.- <br /> <br />D <br />>> <br />> <br />o <br />z: <br /> <br />- <br />.... <br />.1- <br /> <br />a <br />:II: <br />a <br />:c <br />, <br />.1- <br />3 <br />x <br />, <br />, <br />:c <br />D <br />- <br /> <br />- <br />.1- <br />.u <br />...J <br />- <br /> <br />::> <br />:.> <br />;Q <br />~ <br />:::::l <br /> <br />.... <br />::\.l <br />:0 <br />.... <br />- <br />J: <br />01: <br />z: <br />z: <br />.u <br />...I <br />- <br />'- <br />C3) <br />..... <br /><0 <br />Cl3 <br />e <br />- <br />Cl3 <br />... <br />Cl3 <br />C <br />- <br /> <br />.. <br />:.:l <br /> <br />{ <br />I <br /> <br />40'~O I <br /> <br />f <br />t <br /> <br /> SIMPSON <br />TRUSS JOINT UPL 1FT CONN. FA5TENERS" <br />TYPE LOCATION (LBS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON MET A20 OR EQUAL <br />FOR MASONRY: SIMPSON HI0 FOR FRAME: 4 HUS2b FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THESE TRUSS UPLIFT VALUES ARE LESS Tl-lAN CONNECTION CAPACITY. <br />MASONRY META20 1 1500 14-10d X lv2' <br />TIMBER l-l10 1 850 Ib-8d X lv2' <br />HUNG HUS2b 1 128b 20-10d X 3' <br /> <br />iti- ~O <br /> <br />12 ~4 <br /> <br />5~b" <br /> <br />f <br /> <br />f <br /> <br /> <br />CiRorrfD GAB~~ <br /> <br />A6GE <br /> <br />B ~O" c~C <br /> <br /> USP <br />TRUSS JOINT UPLIFT CONN. FASTENERS" <br />TYPE LOCATION (LBS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP ~TA20-18 OR EQUAL <br />FOR MASONRY: USP l-lC10 FOR FRAME: 4 THD2b FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THE5E TRUS5 UPLIFT vALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY HTA20-18 1 1500 14-10d X lv2' <br />TIMBER l-lC 10 1 S50 18-10d X IV2' <br />l-lUNG Tl-lD2b 1 1520 18-1bd X 3v2' <br /> <br />Double CO()l'iector5 to be placed dla9onall~ to each other. <br />Do not drive nail5 th-ough the tru~5 plate on the oppo~ite ~lde of the tru5~ <br />whIch could force the plate off the tru55. <br />... Mounted vertlcdll~ <br /> <br />.. <br /> <br />- <br />Q <br />\ <br /> <br />- <br />\'- <br />U\ <br /> <br /> <br />STEPPES <br />ADDI L 2 <br />PLYWOOD <br /> <br />1 / 4 II FOR <br />& RIBBONS <br /> <br />o <br /> <br />o <br /> <br />A2 <br /> <br />~ <br />0' <br />y' <br /> <br /><t <br />n <br /><t <br /> <br /> <br />B' ~O" c~c <br /> <br />A3 <br /> <br />5' ~O'I C.C; <br /> <br />-q- \:s <br /><t ---" <br /> u <br /> '-D <br /> \ <br /> \'-l <br /> <br />A5GE <br />82 <br /> <br /> <br />- <br />\'-l <br /> <br />j~c;V~) jHU <br /> <br /> <br />D1 <br /> <br /> <br /> <br />D2GE <br /> <br /> <br />E1GE <br /> <br />D~cr:J~) ~A'j~~ <br /> <br />OJ <br />GJ <br />GJ <br />rrl <br /> <br />/f(:JtJ'~~) ,0iA.) / ~ 5 <br /> <br />See :r;//I eVer D eta il 3' <br />.,.. ~ ,,1.0 1{2, (... '21(1: C, ~()(Tf <br />J1 ~.// II.I~ //:AL- /VYrVl '/ <br /> <br />9 ~4' <br /> <br />6' ~211 <br /> <br /> <br />14' ~6" <br /> <br />l' -t-" <br /> <br /> <br />ROOF PLAN <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />LA TEST DATE : <br /> <br />IN PROCESS <br />REVISION DATE: <br /> <br />DESCRIPTION : <br /> <br />09/16/04 <br /> <br /> <br />~~ <br />L[) <br /> <br />a~ <br />C'~ <br />@cJ <br />- <br /> <br /> <br />STRONGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRONGBACK LETTER <br />IN ENG, PACK) <br /> <br />~~ <br />Noc <br />~ <br />~ <br />OO~ <br /> <br />\J ] N <br /> <br /> <br />s <br /> <br />PLLM) cur <br /> <br />---.J ? <br />12 <br /> N <br /> res.) <br /> U)01 <br /> ~~ w <br /> i!' <br /> O~ ,01 ~~ <br /> <(II) <br /> 01 ~I <br /> '" . <br /> OC"" <5@ <br /> Uci ;!;ti5 <br /> o~ gji5 <br /> -les.) zo< <br /> "'" <br /> U)Z IL" i5!::2 <br /> , I ~~ <br /> ZOC ::tX ~~ <br /> ill 0<( ~i5 <br /> <(~ <(IL ~ I:: if <br /> ill in n <br /> III 't <br /> O~ 0 . ~i5 <br />ff -l~ III ~'" <br />-l~ u <br />ill w=> <br />0- i!'8 <br />a...~ ~~ <br /> <(II) "'>- <br /> ,'t iH <br /> ~~ Ei", <br /> ClU <br /> Cl~ <br /> ~3 ~if <br /> 1:3", <br /> ((\es.) ~~ <br /> " <br /> x, ~o <br /> 2~ tij~ <br /> ;;~ <br /> ,0 @ <br /> Q::t <br /> a... a... <br /> <br />} 10-1/2" <br /> <br /> <br />ATrrENrrrON! <br />.,~, <br />DON'T liFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT HIB-91 <br /> <br /> <br /> <br /> <br />@'i) <br />~ <br />@ ~ ~ ~ ~ a <br />[!1;, <br />D tW tW a a <br />p \?'.V i!() (!V <br />~ @ ~ <br />~ ~ if:J <br />d ij ~ ~ rrv ~ <br />2J Ii? GV @ @ ~ <br />@ <br />d <br />~ ~ <br /> @5 <br />@ I? <br /> ~ <br /> I!!J <br />~ '" [!!J @ '" t:D <br />I!!J <br />~~ ~ 25 dl <br />[!TI @ ~ <br />rg @5 ~ @5 IF> <br />g ~ ~ @ @ @ <br />~ @ @ @, IF> <br />~ <br /> <br />30' Span <br /> <br />REFER TO HIB-91 <br />Truss must be set this way if crone used, <br />Truss is on example. your truss may not match, <br />Insist crone operator sets truss thiS way, <br /> <br />D 5AMUEL A. GREEN8ERG, P E. t:34245 <br /> <br />D THUY H. ~UYN~, F.E. ~0122 <br /> <br />D IRWIN J. BEN50N, F.E. -4~158 <br />D All ABBA5 HAKIM, FE. -S~18~ <br /> <br />DATE : <br />06-116-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />[8~1L1L VANCE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER Of RECORD : <br />DANSCO <br />ENGijNEERijNG, P.A, <br />SHEET DESCRIPTION : <br />ROOF IFRAMijNG <br />[PLAN 'lPA'lP <br />5[85 <br /> <br />TO nf eeeT Cf nf EN:iINEER'5 ~ AND BELIEF, nf <br />5mJC11JR;1L fU'I$ AND ~CfICATla-l$ cct1FL Y IUTl-I Tl-f <br />FLORIDA BUILD~ COOE, $ECTICN 1E>€l6 FCR 12~ MPJ.I. 3 $ECOO <br />GU5T, EXf06i.lRf '6' WIND Z~ (2001 EDITICW. <br /> <br />11115 DRAJ.lJ~ AND DE51GN 15 VALID FCR 12 t1()J,TH5 tf1tR il-E <br />DATE 15 51GNED AND &EALEP. <br /> <br />5Kif'e) AND SEALED FOR TH: 5~ PORTICN Cf THI5 <br />DRAU!~ at Y. <br /> <br />ROOF FRAMING NOTE5: <br />1. 5EE 5HEET 53.1 FOR 5HINGLE INFORMATION <br />AND IN5TALLATION IN5TRUCTION5 <br />