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LATEST DATE IN PROCESS DESCRIPTION <br />REVISION DATE <br />09/24/03 <br />�co <br />J CA <br />C7 <br />a m <br />N <br />no m <br />zm <br />z <br />.� <br />-j® <br />40'-0" <br />C1) AID -- DROPPED GABLE <br />CD <br />cu <br />u) <br />d- <br />I <br />=o <br />00 <br />I <br />CU <br />o <br />Z <br />W <br />W <br />z <br />I <br />o <br />00A4 <br />q <br />W <br />= <br />CD <br />z <br />n <br />CD <br />I <br />jo <br />A <br />s <br />THIS WALL NOT USED AS BRG <br />D❑ NOT SHIM TRUSSES TO BEAR. <br />Al <br />..................... <br />11'-0 1/2" <br />' <br />LD <br />v <br /><L :z <br />O _ n. <br />� •. <br />A2 <br />- 00 - <br />J <br />(__) <br />3/ 12 VAULT^I <br />^ 3/ 12 VAULT <br />o <br />II <br />o <br />A 3 <br />II <br />C 2) C 1 <br />C 1) C2 <br />61 D1 MG ii <br />EJ2 <br />A. F. F <br />2'-9° 5'-10" 2'-9" <br />CIDco <br />CUW <br />- GABLE <br />i <br />- <br />B1 <br />CU <br />TOP OF <br />AT 9' -4 <br />CE <br />LUMN <br />/2" <br />- - <br />U= 1000 - <br />B4G H= 1 nor-. <br />I <br />/A I <br />LEjrER <br />B Y ETHE <br />ti <br />J 11 11c'i <br />�2 yv� <br />� q <br />20'-0" <br />�o <br />40'-0" <br />c� <br />ROOF FRAMING N PLAIN ao B ao <br />1 /4" = 1'-0" <br />B <br />LR <br />F <br />SIMPSON CONNECTORS <br />TRUSS <br />TYPE <br />JOINT <br />LOCATION <br />UPLIFT <br />LBS <br />CONNECT— <br />TION <br />QTY. <br />CONN. <br />CAPACITY <br />FASTENERS** <br />PER CONN. <br />NOTE: ALL OTHER TRUSS BRIG. CONNECTIONS ARE SIMPSON META20 OR EQUAL FOR <br />MASONRY; SIMPSON H-10 FOR FRAME; & HUS26 FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY <br />META20 <br />1 <br />1500 <br />14-10d X 1 1 2' <br />TIMBER <br />H-10 <br />1 <br />850 <br />16-8d X 1 1 2' <br />HUNG <br />HUS26 <br />1 <br />1286 <br />20-10d x 3" <br />USP LUMBER CONNECTORS, HUGHES, SEMCO <br />TRUSS <br />TYPE <br />JOINT <br />LOCATION <br />UPLIFT <br />LBS <br />CONNECT— <br />TION <br />QTY. <br />CONN. <br />CAPACITY1 <br />FASTENERS** <br />PER CONN. <br />NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP HTA20-18 OR EQUAL FOR <br />MASONRY; USP HC10 FOR FRAME; & THD26 FOR HUNG TRUSSES <br />ON GIRDERS UNLESS OTHERWISE NOTED. <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY <br />HTA20-18 <br />1 <br />1500 <br />15-1Od X 1 1 2" <br />TIMBER <br />HC10 <br />1 <br />950 <br />18-10d X 1 1 2" <br />HUNG <br />THD26 <br />1 <br />1520 <br />18-16d X 3 1 2" <br />* Double connectors to be placed diagonally to each other. <br />** Do not drive nails through the truss plate on the opposite side of the truss which could <br />force the plate off the truss. <br />*** Mounted vertically. <br />TYPICAL BALLOON FRAME a CABLE END <br />NOT TO SCALE <br />ROOF FRAMING NOTES.- <br />L SEE SHEET 53.1 FOR SHINGLE INFORMATION <br />AND INSTALLATION INSTRUCTIONS <br />E0STOJ <br />TYPICAL WALL SCCTIEN <br />;r <br />d 3 X 10 <br />NAIL PLATE <br />C❑NNECTI❑N — <br />SEE ENG. PAC <br />HP DETA�L <br />TYPICAL 7' SETBACK <br />CORNERSET LABELING <br />AND SPACING <br />PLYWOOD STR❑NGBACKS <br />RECOMMENDED <br />(SEE STR❑NGBACK LETTER <br />IN ENG, PACK) <br />❑ SAMUEL A. GREENBERG, P.E. 034245 <br />❑ IRWIN J. BENSON, P.E. 049I58 <br />TO THE BEST OF THE ENCsINEER'S INOlUXE AND BELIEF, THE <br />STRrIVRAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA BUILDING CODE, SECTION 1606 FOR U0 MPH 3 SECOND <br />CAST, E)cPOM '5' WIND TONE (2001 EDITION). <br />NIS DRAM AND DESM 15 YALID FOR 12 MONTHS AFTER THE <br />DATE IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUC111R4L PORTION OF THIS <br />DRAWING ONLY. <br />�► <br />w <br />N <br />a, <br />O <br />Om <br />LU <br />a � <br />U <br />l <br />x <br />o� <br />4 <br />a <br />O <br />Z <br />L� <br />u: <br />� <br />L <br />LL <br />0 <br />C6 <br />Cd <br />(6 <br />Cd <br />cd <br />P <br />N <br />N <br />LO <br />CY <br /><C <br />m <br />co <br />M <br />N <br />N <br />J <br />r <br />r <br />LO <br />N <br />U <br />J <br />Z <br />U <br />-jW <br />0 <br />0 <br />_ <br />Q <br />C9 <br />Q <br />� <br />J <br />� <br />Lu <br />W <br />> <br />< <br />O <br />® <br />O <br />LE <br />J <br />t'3 <br />U <br />U <br />H <br />Q <br />DALE . <br />05-22-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY <br />BV <br />AUTOCAD FILE NAME <br />1602 <br />ENGINEER <br />SCRECORD • <br />16�16mwftmv Oft P.A. <br />SHEET DESCRIPTION : <br />ROOF FRALIM 'B• <br />PLM <br />O ED <br />ED <br />Gorr <br />CIO.® <br />