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FASTENER6u <br />TYPE LOCATION (LBS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OTI-IER TRUS6 BRG. CONNECTION6 ARE 61MPSON MET A20 OR EQUAL <br /> FOR MASONRY: 61MP60N 1-110 FOR FRAME: . ~US2~ FOR ~UNG TRUS6E6 <br /> ON GIRDERS UNLE6S OTI-IERUJI6E NOTED. <br /> TI-IE5E TRUSS UPLIFT VALUES ARE LESS TI-IAN CONNECTION CAPACITY. <br />MASONRY META20 1 1500 14-10d X 1'/2' <br />TIMBER 1-110 I 850 16-8d X 1v2' <br />I-IUNG I-IUS26 1 1286 20-10d X 3' <br /> <br /> USP <br />TRU66 JOINT UPL 1FT CONN. FA6TENER6u <br />TYPE LOCATION ( L B5) CONNECTION QTY. CAPAcIT"( PER CONN. <br />NOTE: ALL OTI-lER TRU66 BRG. CONNECTION6 ARE USP HTA20-18 OR EQUAL <br />FOR MA50NRY: USP I-IC10 FOR FRAME: . TI-lD26 FOR I-IUNG TRUS6E6 <br />ON GIRDERS UNLES6 OTI-IERWISE NOTED. <br />TI-IE6E TRUSS UPLIFT VALUES ARE LE66 TI-IAN CONNECTION CAPACITY. <br />MA50NR"( I-IT A20-18 1 1500 14-10d X 1'/2 I <br />TIMBER I-IC 1 0 1 ~50 18-10d X lv2' <br />I-IUNG TI-ID26 1 \520 18-16d X 3v2' <br /> <br />Double connectors to be placed cHa9onall~ to each other. <br />Do not drive nails through the truss plate on the oppo51te side of the truss <br />whIch could force the plate off the tru55. <br />.u Mounted vertlcall~ <br /> <br />.. <br /> <br />LATEST DATE : IN PROCESS DESCRIPTlON : <br />REVISION DATE: <br />09/16/04 <br /> <br /> <br />STRONGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRONGBACK LETTER <br />IN ENG, PACK) <br /> <br />rn <br />~ <br />o <br />1--1 <br />~ <br />~ <br />> <br /> <br /> <br />~~ UMB CL:! <br /> <br /> <br />\..'-1 <br /> <br />} IO~/2" <br /> <br /> <br />ff <br /> <br /> <br />o <br /> <br />---.J ? <br />12 <br /> <br />STEPPES <br />ADDI L 2 <br />PLYWOOD <br /> <br />1 / 4 II FOR <br />& RIBBONS <br /> <br />ATrrENrrrON! <br />~ <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 />30' Span <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 6AMUEL A. GREEN6ERG, P E. ~424S <br />o THUY t-4. I-IU"(NI-I, PE. -~~ln <br />o IRWIN J. BEN60N, PE. -4<a1S8 <br />o ALl ABBAS HAKIM, PE. liS~18~ <br /> <br />TO 1l-f BEST CK 1l1E 8ijIt-HR'5 ~ /tV 6El.IEF, 1l1E <br />5~ AAIS /tV OffCflCATlo-l5 CCWL Y UJI1141l1E <br />A..ORIDA eulLDm croE, 6ECTICN 1~~ FOR 12" M.PJ.t 3 6ECCW <br />GUOT, E>:W.JRf '6' WIND Za-E (2001 EDiTICW. <br /> <br />11415 DRAUJm /tV DE51GN 15 Y~ID FOR 12 t"Ct11145 AfTER 1l1E <br />DATE 15 51GNED /tV 6EALED. <br /> <br />SK"HD /tV 6EALED FOR 1l1E 5IRJCTlJRAL PORT1CN CK 'fl.l15 <br />DRAUJm 011. Y. <br /> <br />ROOF FRAMING NOTE6: <br />l. 6EE 6t-4EET 63.1 FOR 6HINGLE INFORMATION <br />AND IN6T ALLATION IN6TRUCTION6 <br /> <br />~ '<f <br />L() <br /> <br />a~ <br />c'~ <br />QcJ <br />~ <br /> <br /> <br />~~ <br />~OC <br />~ <br />~ <br />OO~ <br /> <br />\J I N <br /> <br /> N <br /> reO <br /> 11)01 <br /> ~~ ~ <br />O~ .01 08 <br /><;{11) ~N <br />Q~ ..;, <br /> "-. <br /> d~ <br />~" Zii5 <br />l) ~' O~ ~~ <br />-I eO z", <br /> <3"- <br />Z IL'"" i5;a <br />U)ll . I o~ <br /> ~a <br />:.tX ~~ <br />Zlli o<;{ \3~ <br /><t1L ~ roO!' <br /><(z w in ~~ <br />{fi 't g:13 <br />0* 0 . 'Z~ <br />-I~ {fi !:iF' <br />-I~ U <br />W ,,-,a <br />~~ 0!'8 <br /> ~~ <br /> <;{11) </l>- <br /> .'t iS~ <br /> ~~ ~tj <br /> ~" ~~ <br /> 't~ ""g: <br /> /:3", <br /> ~eO ~~ <br /> '"" <br /> X, ~~ <br /> Ow ~'Z <br /> {fiz ,,-,"-' <br /> O!'13 <br /> ,0 @ <br /> Q:.t <br /> (L(L <br /> <br /> <br /> <br />~ <br />~ <br />@ [!!'; ~ ~ ~ ~ <br />D ~~ ~ D a <br />p i!V (!i) <br />~ ~ ~ <br />~ I}:J <br />r::fl @9 <br />@ @ ~ [Ti) (W <br />2) Ii? ~ ~ ~ ~ <br />@ <br />d a:r <br />~ ~ <br /> @S <br />@ I? <br /> ~ <br /> [!!J <br /> a:r @ <br />~ a:r ~ a:r a:r <br />[!!J <br />@S 2S dl <br />IT!] @ ~ [!!J @ ~ <br />~ g ~ @S I? <br />@5 ~ ~ @ @ @ <br />~@ @ @, I? <br />~ <br /> <br />DATE : <br />05-1]5-02 <br />SCALE : <br />J\S NOTED <br />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 DESCRIPTlON : <br />ROOlF [FRAM~NG <br />[PLAN 'l1lA"6 <br />SA <br />