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<br />- <br />~i~ <br />'L0 <br /> <br /> <br /> 40 -01 ~ <br />V <br />/1 <br />~ I,?'-B i 12 -4" 4'-0" LATEST DATE: IN PROCESS DESCRIPTION : <br />;f f REVISION DATE : <br />I I I 09/16/04 <br />, <br /> <br />A6GE tJROPPW ~AB.-f <br /> <br /> <br />8'-0" c~c; <br /> <br /> <br /> SIMPSON <br />TRUSS JOINT UPLIFT CONN. FASTENERSu <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 HUS2~ FOR HUNG TRUS6ES <br />ON GIRDER6 UNLESS OTHERWI6E NOTED. <br />THE6E TRUSS UPLIFT VALUES ARE LESS T~AN CONNECTION CAPACITY. <br />MASONRY META20 1 15e?0 14-1e?d X 1v2' <br />TIMBER ~10 1 850 1~-8d X 11/2' <br />HUNG HUS2~ 1 128~ 20-10d x 3' <br /> <br /> U5P <br />TRUSS JOINT UPL 1FT CONN. FA6TENERSu <br />TYPE LOCATION (L BS) CONNECTION QTY. CAPACITY PER CONN. <br />NOTE: ALL OT+-lER TRUSS BRG. CONNECT10N6 ARE USP ~TA20-18 OR EQUAL <br />FOR MASONRY: USP ~C10 FOR FRAME: 4 THD2~ FOR +-lUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THESE TRUSS UPLiFT VALUES ARE LE6S T+-lAN CONNECTION CAPACITY. <br />MASONRY ~TA20-18 I 1500 14-10d X 11/2' <br />TIMBER ~C10 1 S50 18-10d X lV2' <br />~UNG THD2~ 1 1520 18-1~d x 31/2' <br /> <br />- - <br />" 0 <br />'--.J \ <br />\ <br />T 'i'- .. <br />\.1'\ \.i\ <br /> .u <br /> <br /> <br />-..a:l <br /> <br />> <br />:c <br /> <br />...,. <br />so <br />:lIiI <br />::\.l <br />D <br />St <br />so <br />n <br />..,. <br />... <br /> <br />D <br />so <br />>- <br />o <br />z: <br /> <br />- <br />'- <br />J- <br /> <br />a <br />3Il <br />a <br />:.> <br />. <br />.1- <br />3 <br />::!: <br />, <br />, <br />:.> <br />D <br />- <br /> <br />- <br />.1- <br />.u <br />_.J <br />- <br /> <br />:> <br />:.> <br />;Q <br />~ <br />:.::li <br /> <br />.... <br />::\.l <br />X) <br />... <br />- <br />x <br />< <br />z <br />z: <br />JJ <br />...J <br />- <br />.... <br /><D <br />..... <br />co <br />~ <br />- <br />IlCS <br />..... <br />~ <br />a <br />- <br />~ <br /> <br />MOe'O <br /> <br /> <br /> <br />A2 <br /> <br />'~ <br /> <br /><t: <br />n <br /><t: <br /> <br />, <br /> <br />B'-O' C.-~ <br /> <br />A3 <br /> <br />R'/"'("{, <br />'-"" V v,,~ <br /> <br />~ <br /> <br />o <br /> <br /> - <br /> '-S:) <br /> \ <br /> - <br /> \'l <br />\2) 8 <br />-, - <br />U 0 <br />'-S:) CD <br />\ <br />\'l --" <br />~ <br /> <br />~ <br /> <br />- <br />o <br />\ <br /> <br />..- <br /><t: <br /> <br />- <br />'-S:) <br /> <br />t7ROP~f/ C1!{;il-f A 1 1 G E <br /> <br />/Yu <br /> <br /> <br />83GE <br /> <br />n <br />-:> <br />U <br /> <br />~ n <br />-:> -:> <br />W U <br /> <br />tJROPPW CAB.-f <br /> <br />19'-4" <br /> <br /> <br />l' -4 <br /> <br /> <br />6 -2" <br /> <br />4'-6" <br /> <br />- <br /> <br />ROOF PLAN <br /> <br />~I? , <br />j 07 <br />. 0 <br />,/1 I i II <br />~ --1:5 <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />7 -6" <br /> <br />Double connector5 to be placed dla9onall~ to each other. <br />Do not drIve nal15 through the tru55 plate on the opp051te 51de of the tru55 <br />whIch could force the plate off the tru55. <br />Mounted vertlcall~ <br /> <br />ArrTENrrrON! <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 />REFER TO HIB-91 <br />Truss must be set this way if crane used. <br />Truss is on example. your truss may not match, <br />Insist crone operator sets truss thiS way, <br /> <br />- <br />o <br />\ <br /> <br /> <br /> <br />~\ <br /> <br />STRONGBACKS REQUIR <br />DUE TO DEFLECTION <br />DIFFERENTIAL <br />(SEE STRONGBACK LETTER <br />IN ENG, PACK) <br /> <br /> <br />7 <br /> <br />---.J '? <br />12 <br /> <br />QWMB CU'"' <br /> <br />} :0-1/2" <br /> <br /> <br />ff <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 />D 6AMUEL A. GREENBERG, FE. 1I3424S <br /> <br />D THUY H. HU"rNH, P E. ~0122 <br /> <br />D IRWIN J. BEN60N, P E. -4~lS8 <br />D ALl ABBAS HAKIM, FE. "5b18b <br /> <br />TO m: 6EST c:f TH: 8'GItfiR'S KNC4.IlEIX:C AND 8E1.lff, TH: <br />STRJ;T\JRAL ~ AND effCIFlCATlalS ca1Fl. Y WIT\41l4E <br />R.~IDA 6UILD\}(j CODE, e.€CTlallf;% FOR 12~ M.P.l4. 3 e.€CCW <br />CiJ5T, EXf06i.JRf '6' WIND la-f (200l EDITICW. <br /> <br />TJ.lIS DRAW\}(j AND DfSI<":lN 15 VALID ~ 12l1CN1l15 AFTER 1l4E <br />DATE IS SIGNED AND OEALED. <br /> <br />SIGNED AND 5EALED FOR TH: STRJ;T\JRAL PORTlal c:f TJ.lIS <br />DRAW\}(j Cl'l Y. <br /> <br />ROOF FRAMING NOTE5: <br />1. 5EE 5HEET 53.1 FOR 5HINGLE INFORMATION <br />AND IN5TALLATION IN5TRUCTION5 <br /> <br />~~ <br />L[') <br /> <br />a~ <br />C'~ <br />Qcl <br />tJ <br /> <br /> <br />~~ <br />~OC <br />~ <br />~ <br />OO~ <br /> <br />\J ~ <br /> <br /> N <br /> :n~ <br /> ~\S) w <br /> i!' <br />C)~ ,01 "'8 <br /><tlfl ~N <br />a1 ~I <br /> 0... <br />OC" 05~ <br />U~' 0!;il5 <br />O~ I:j- <br /> z~ <br />-Jd,) <:50.. <br />ll....... 0", <br />($)- , I ~~ <br />Zrl :IX ~'" <br /> "'kj <br />III o<t ~~ <br /><t III <tll. ~ ~i!' <br />Z W IfI ~~ <br /> 111 't g:l'5 <br />Q~ 0 . !z~ <br />-J\S) 111 i:l;= <br />-J~ u <br />W w~ <br />0- i!'8 <br />o...~ w'" <br /> d <br /> <tlfl "'>- <br /> ,'t ~~ <br /> ~~ ~G <br /> "'~ <br /> ~" ~if <br /> 't~ t3", <br /> ~d,) ~~ <br /> ...... <br /> X, ~~ <br /> Ow ~ffi <br /> ll1z i!'i3 <br /> .0 @ <br /> Q:I <br /> 0...0... <br /> <br /> <br /> <br />~ <br />~ <br />@ ~ ~ ~ ~ . <br />l!!:, <br />D ~ ~ (!() ~ ~ <br />[? <br />~ ~ ~ <br />~ [FJ ~ <br />d w rw ~ llV ~ <br />2) 'i? Gf) ~ CSV ~ <br />@ <br />d '" <br />~ ~ <br /> ~ <br />@ Ii=> <br /> 8 <br /> [!!J <br /> '" till <br />~ [!!J '" "" <br />'" <br />@ @ ~ 25 ~ <br />[!!] 8 ~ [!!J @ ~ <br />= ~ ~ ~ IJ=> <br />g ~ ~ @ @ @ <br />= @ @ @, IJ=> <br />c:!J <br />~ <br /> <br />DATE : <br />05-115-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY ; <br />18~1L1L VANCE <br />AUTOCAD ~LE NAME <br />11827 <br />ENGINEER OF RECORD ; <br />DANSCO <br />ENGINEER!NG. P.A. <br />SHEET DESCRIPTlON : <br />ROO!F !FRAMING <br />PILAN 'l1IA'IP <br />5C <br />