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<br />/ <br />/ <br /> <br />40' ~O:' <br /> <br />/ <br />/ <br /> <br />/ <br />/ <br /> <br />14' ~Qi' <br /> <br />I?'-B" <br /> <br />/ <br />/ <br /> <br />12'~411 <br /> <br />1/ <br />/ <br /> <br />I <br /> <br />tJi(OPPftl c;ABL-f <br /> <br />A6GE <br /> <br />'I <br /> <br /> <br />8' nil (I /' <br />"'v ',-"lr~ <br /> <br />LA TEST DATE: <br /> <br />IN PROCESS <br />REVISION DATE : <br /> <br />09/24/03 <br /> <br />- <br />-IN <br />\S\ <br />, <br /> <br /> <br /> SIMFSON <br />TRUSS JOINT UPLIFT CONN. FASTENERSu <br />TYPE LOCATION ( LBS) CONNECTION QT'r'. CAPACIT'r' PER CONN. <br />NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON MET A20 OR EQUAL <br /> FOR MASONR'r': SIMFSON H10 FOR FRAME: 4 HUS2~ FOR HUNGTRU$SES <br /> ON GIRDERS UNLES5 OTHERWISE NOTED. <br /> THESE TRUSS UFLlFT VALUES ARE LESS THAN CONNECTION CAPACIT'r'. <br />MASONR'r' META20 1 lS00 14-10d X lV2' <br />TIMBER H10 1 8S0 1~-8d X lV2' <br />HUNG HU52~ 1 128~ 20-I~d X 3" <br /> <br /> <br /> USF <br />TRUSS JOINT UPL 1FT CONN. FASTENERS" <br />TYPE LOCATION (LB5) CONNECTION QT'r'. CAPACIT'r' PER CONN. <br />NOTE: ALL OTHER TRUS5 BRG. CONNECTIONS ARE USP HT A20-18 OR EQUAL <br /> FOR MASONRY: USP HC10 FOR FRAME: 4 THD2~ FOR HUNG TRUSSES <br /> ON GIRDERS UNLESS OTHERWISE NOTED. <br /> THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACIT'r'. <br />MASONR'r' HT A20-18 I IS00 14-10d X lV2' <br />TIMBER HC10 1 ~S0 18-10d X lV2' <br />HUNG THD2~ 1 \S20 18-1~d X 3V2' <br /> <br />STRDNGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRONG BACK LETTER <br />IN ENG, PACK) <br /> <br /> <br />? <br /> <br />----1 ? <br />12 <br /> <br /> .. <br />- - <br />0 0 <br />\ \ .u <br />\'-- , 't" <br />\S\ \S\ <br /> <br />Double connectore to be placed dlagonall!j 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 truee. <br />Mounted vertlcall!j <br /> <br />~ <br /> <br /> <br />" <br /> <br />A2 <br /> <br />" <br /> <br />r-" <br /> <br /><{ <br />f'0 <br /><( <br /> <br />8'~0'1 C~c; <br /> <br />A3 <br /> <br />8' -0" C\.-c; <br /> <br />- <br />'0;) <br />\ <br /> <br />- <br />o <br />\ <br /> <br />N <br /> <br />8 <br /> <br />\::5 <br />.......> <br />U <br /> <br />o <br /><{ <br /> <br />- <br />'0;) <br /> <br />- <br />o <br />CO <br />.......> <br />~ <br /> <br />N <br /> <br />'0;) <br />\ <br /> <br />- <br />'T <br />\ <br /> <br /> <br />A 1 1 G E tJROPPW c;lOL-f <br /> <br />0~ <br /> <br />N <br /> <br /> <br />83GE <br /> <br />f'0 <br />-, <br />u <br /> <br />f'0 <br />-, <br />u <br /> <br />tlROPPftJ CiAB:~f <br /> <br />/ <br /> <br /> <br /> <br />ROOF <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />PLAN <br /> <br />T-4'1 <br /> <br /> <br />(; ~2'1 <br /> <br />19' ~4i1 <br /> <br />14~(;' <br /> <br />- <br /> <br /> <br />" ~(;'I <br /> <br />} 10-1/2" <br /> <br />ATrrENTION! <br />.~ <br />DON'T UFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT HIB-91 <br /> <br />fr <br /> <br /> <br /> <br />1/4// FOR <br />& RIBBONS <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 />o <br /> <br />o <br /> <br />- <br /> <br /> <br />.- <br /> <br /> <br />o SAMUEL A. GREEN6ERG, FE. ~424S <br />o T~UY ~. ~U"(NH FE. ~0122 <br />o IRWIN J. 6ENSON, FE. .4~1S8 <br />o All ABBAS ~AKIM, FE. lISo18o <br /> <br />TO me 6E5T Cf TJ.i: ~mR'5 KNO.ll.E]X,E ~ BELla:, TJ.i: <br />5Tl'OC11JRAL ~ ~ 6Pi:CIF1CAT1~ W1F1. '( UJl1141l-E <br />FLORIDA 6UILD~ CODE. OECTI~ I~ ~ 120 MP.I1. 3 OECCW <br />GlJ5T, EXP05IJRE '6' WIND Za-E (2001 EDITICW. <br /> <br />Tl415 D~ ~ DESIGN 15 VALID FOR 12 ~ AFlER n-e <br />DATE 15 5~ ~ 5EiiED. <br /> <br />51GNED ~ GEALED FOR TJ.i: 5Tl'OCi1JRAL. ~ICN Cf TJ.I/i3 <br />DRAW~ ~ r. <br /> <br />ROOF FRAMING NOTE5: <br />1. 5EE 5l-lEET 53.1 FOR 5HINGLE INFORMATION <br />AND IN5TALLATION IN5TRUCTION5 <br /> <br />DESCRIPTION : <br /> <br />~~ <br />LC) <br /> <br />a~ <br />C'~ <br />tDcJ <br />tI <br /> <br /> <br />r~ ~ <br />U~~ <br />~OC <br />~ <br />C)) <br />OO~ <br /> <br />\J N <br /> <br />()~ <br />, \ ci" <br />Uz <br /><D(l{ <br />Zlli <br /><t~ <br />(\0 <br />LiZ <br />ill <br /> <br />N <br />rn~ <br />~~ <br />,01 <br />"t~ <br />Q~ <br />OC" <br />o~ <br />--J<:O <br />LL" <br />I I <br /> <br />~ <br />08 <br />~N <br /><, <br />0.:. <br /><.S@ <br />:;!;as <br />~- <br />z~ <br /><!I'" <br />is!!l <br />~~ <br />~~ <br />:S~ <br />/:0= <br />~~ <br />".~ <br />. !z: 15 <br />I1l ~[; <br />w ~8 <br />~~ <br /><", <br />"'>- <br />~~ <br />;~ <br />8", <br />i~ <br />~~ <br />(XI- <br />wi5 <br />0=0 <br />@ <br /> <br /> <br />::IX <br />~~ ~ <br />lH * <br />o <br />--J~ <br />--J~ <br />0- <br />lL~ <br />"tLfl <br />''f <br />~~ <br />~" <br />~~ <br />" <br />X, <br /> <br />2~ <br />,0 <br />~l <br /> <br /> <br />~ <br />~ <br />@ D D ~ ~ D <br />~ ~ ~ <br />CJ ~ ~ D ~ D <br />[? @i) ~ <br />~ ~ ~ <br />~ [t:J [t::J <br />d w (@ ~ ~ 6'V <br />2) \? W ~ @ ~ <br />@ <br />d I2l <br />~ ~ <br /> @5 <br />@ I? <br /> ~ <br /> [!!] <br /> I2l @ <br />~ I2l [!!] ID a:I <br />[!!] <br />@~ @5 25 c:!J <br />[!!J [!!] @ ~ <br />~ I ~ @5 I? <br />@5 ~ . @ @ @ <br />dl @ ~ I? <br />~ <br /> <br />DATE : <br />05-115-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />[8 ~IL.IL VANCE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD : <br />CANSCO <br />ENGINEERING. P.A. <br />SHEET DESCRIPllON : <br />ROOIF IFRAM~NG <br />PlLAN qp A 'lP <br />5C <br /> <br />" <br />